JP2023164821A - How to join joints and parts - Google Patents
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- JP2023164821A JP2023164821A JP2023131618A JP2023131618A JP2023164821A JP 2023164821 A JP2023164821 A JP 2023164821A JP 2023131618 A JP2023131618 A JP 2023131618A JP 2023131618 A JP2023131618 A JP 2023131618A JP 2023164821 A JP2023164821 A JP 2023164821A
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Abstract
【課題】簡易な構造によって、取付対象部材同士を接合させるときの相対的な位置決めを含めた作業性を向上させる手段を提供する。
【解決手段】対向する一対の取付対象部材にそれぞれ設けられる一対の被嵌入部と、上記被嵌入部に嵌入し得る一対の係合部及び該一対の係合部間を繋ぐ架橋部を設ける連結部材と、を有する継手であって、前記被嵌入部の開口縁部は、蓋部材を設置可能な設置部を有し、上記蓋部材は、上記設置部に設置されることで、前記被嵌入部の開口を閉塞する。
【選択図】図1
An object of the present invention is to provide a means for improving workability, including relative positioning when joining members to be attached, with a simple structure.
[Solution] A connection in which a pair of fitting parts respectively provided on a pair of opposing attachment target members, a pair of engaging parts that can be fitted into the fitting parts, and a bridge part connecting the pair of engaging parts are provided. A joint having a member, wherein the opening edge of the fitted part has an installation part in which a lid member can be installed, and the lid member is installed in the installation part to prevent the fitting from the fitting part. occlude the opening.
[Selection diagram] Figure 1
Description
本発明は、複数の部材を接合する継手等に関するものである。 The present invention relates to a joint etc. for joining a plurality of members.
従来、ビル建物、住宅家屋を含む建築物や橋梁、セグメント、プレキャスト製品等の構造物、家具等において、部材同士を接合することで建築物、構造物、家具等が構成されている。部材同士を接合する方法、例えば橋梁のプレキャスト床版同士の接合方法としては、ループ鉄筋を用いた方法(例えば、特許文献1参照)が知られている。
また、床版同士を接合する面に凸部或いは凹部を設けて一方の床版の凸部を他方の床版の凹部内に配置させ、床版同士を接合する方法(例えば、特許文献2参照)が知られている。
また、他の部材同士を接合する方法として、一対の部材の各々の側面からC型継手金具を突出させて、該C型継手金具の被嵌合凹部内にH型継手金具の嵌合部を配置させる所謂コッター継手(例えば、特許文献3参照)が知られている。
BACKGROUND ART Conventionally, buildings, structures, furniture, etc. are constructed by joining members together, including structures such as buildings and houses, bridges, segments, precast products, etc. As a method of joining members, for example, a method of joining precast deck slabs of a bridge, a method using loop reinforcing bars (see, for example, Patent Document 1) is known.
In addition, a method of joining the floor slabs by providing a convex part or a concave part on the surface where the floor slabs are joined and disposing the convex part of one floor slab in the concave part of the other floor slab (for example, see Patent Document 2) )It has been known.
Another method for joining other members is to protrude a C-shaped fitting from each side of a pair of members, and insert the fitting portion of the H-shaped fitting into the fitting recess of the C-shaped fitting. A so-called cotter joint (for example, see Patent Document 3) is known.
しかしながら、上述した特許文献1に記載された方法は、現地での鉄筋の曲げ加工、ループ鉄筋の輪の中にワイヤーを挿通させた後、コンクリートの打設を行うので、プレキャスト床版の設置工事に長い作業時間を要していた。また鉄筋のループ形状の曲げ内半径がある程度決定されるので、プレキャスト床版の版厚を薄くすることができず、所定の計画高に適用できないことや、プレキャスト床版の重量が増加するために反力や応力が増加し、下部構造等に対して構造的に不利となる等の問題がある。 However, the method described in Patent Document 1 mentioned above involves bending reinforcing bars on-site, inserting wires into loop reinforcing bars, and then pouring concrete. It took a long time to do the work. In addition, since the inner bending radius of the loop shape of the reinforcing bars is determined to a certain extent, it is not possible to reduce the thickness of the precast slab, making it impossible to apply it to a predetermined planning height, and increasing the weight of the precast slab. There are problems such as an increase in reaction force and stress, which is structurally disadvantageous for the lower structure and the like.
また、特許文献2に記載された方法では、部材同士が充填材を介して付着しているが、床版に橋軸方向の応力を作用させるような鋼棒或いはプレストレスが導入されておらず、温度変化による床版の伸縮の影響で床版間に隙間が生じることや、床版が橋軸直交方向に位置ずれする虞があり、接合した状態を維持できないという問題がある。 In addition, in the method described in Patent Document 2, the members are attached to each other via a filler, but no steel rods or prestress are introduced that apply stress in the bridge axis direction to the deck slab. There is a problem that gaps may occur between the deck slabs due to expansion and contraction of the deck slabs due to temperature changes, and there is a risk that the deck slabs may shift in the direction perpendicular to the bridge axis, making it impossible to maintain the joined state.
また、特許文献3に記載された方法では、一対の部材が所定位置に配置されているときに各C型継手金具の被嵌合凹部内にH型継手金具の嵌合部が嵌合可能となり、これによって初めてボルトでC型継手金具とH型継手金具とが固定可能となる。従って、部材同士が所定位置から外れていると、H型継手金具の嵌合部を両C型継手金具の被嵌合凹部内に嵌合させ、ボルトで固定することができないという問題がある。また、特許文献3に記載のコッター継手では、C型継手金具に対するH型継手金具の嵌合操作による部材同士の位置決め動作をさせることが出来ないため、部材同士の接合作業の際には誤差の無い部材同士の位置決め作業を行う必要がある。なお、部材が橋梁に用いるプレキャスト床版等である場合は、複数のチェーンブロックをプレキャスト床版に掛けて橋梁の橋軸に沿った方向、橋軸に直交する方向、高さ方向の位置合わせや、橋面に対する傾斜の修正等の姿勢の調整作業が非常に困難となり作業時間が長くなってしまい、作業性が非常に悪くなるという問題がある。
また、仮にH型継手金具の両嵌合部とC型継手金具とを締結するボルトの締結力を利用して、部材同士の位置決め作業を行った場合、即ち、部材同士の位置が僅かにずれ且つC型継手金具の嵌合凹部にH型継手金具の嵌合部が中途位置まで入った状態で、強引に各ボルトを締付け嵌合部が嵌合凹部内に嵌るようにH型継手金具をボルトの軸力で押し込みながら、C型継手金具と共に部材の位置合わせを行おうとした場合、ボルトを正確に締付けることができないという問題がある。即ち、各ボルトを同時に同程度の速度(又はトルク)で締付けていくことは極めて困難で、実際には片側ずつ徐々に締めている。ところがこの作業は容易ではなく作業者の感覚や技能による影響が非常に大きく、作業者によって固定状態が変わるという問題がある。具体的には、ボルトを片側ずつ締めると、H型継手金具は、締めた側が沈み込み、その反対側が相対的に浮き上がった様になって傾斜することになる。その結果、H型継手金具は、本来のあるべき位置であるべき姿勢で固定すべきところ、異なる位置で傾斜姿勢で固定されることになり得る。これは、締結力に異常を来たす上、疲労強度をも低下させ、目地圧縮力に対しても意図しない不具合をもたらし得ることになり、このことからも察せられる通り、H型継手金具は、常にその水平の姿勢が傾かないように設置されて固定されることが望まれる。
Furthermore, in the method described in Patent Document 3, when the pair of members are arranged at predetermined positions, the fitting portion of the H-shaped joint fitting can be fitted into the fitted recess of each C-shaped fitting fitting. By this, the C-type joint fitting and the H-type joint fitting can be fixed with bolts for the first time. Therefore, if the members are out of their predetermined positions, there is a problem in that the fitting portion of the H-shaped joint fitting cannot be fitted into the fitted recesses of both C-shaped fittings and fixed with bolts. In addition, in the cotter joint described in Patent Document 3, it is not possible to position the members by fitting the H-type joint fitting to the C-type joint fitting, so there is a possibility of error when joining the members. It is necessary to perform positioning work between missing members. If the component is a precast deck used for a bridge, multiple chain blocks are hung on the precast deck to align the bridge in the direction along the bridge axis, in the direction perpendicular to the bridge axis, and in the height direction. However, there is a problem in that posture adjustment work such as correcting the inclination with respect to the bridge surface becomes extremely difficult, the work time becomes long, and the workability becomes very poor.
In addition, if the positioning of the members is performed using the fastening force of the bolts that connect both fitting parts of the H-type fitting and the C-type fitting, in other words, the positions of the members may be slightly shifted. In addition, with the fitting part of the H-shaped fitting fitting halfway inserted into the fitting recess of the C-shaped fitting fitting, forcefully tighten each bolt and insert the H-shaped fitting fitting so that the fitting part fits into the fitting recess. If an attempt is made to align the members together with the C-shaped joint fitting while pushing in with the axial force of the bolt, there is a problem in that the bolt cannot be tightened accurately. That is, it is extremely difficult to tighten each bolt at the same speed (or torque) at the same time, and in reality, each bolt is tightened gradually one side at a time. However, this work is not easy and is greatly influenced by the senses and skills of the worker, and there is a problem that the fixing state changes depending on the worker. Specifically, when the bolts are tightened on one side at a time, the H-shaped joint fitting sinks on the tightened side, and the opposite side becomes relatively raised and tilts. As a result, the H-shaped joint fitting should be fixed in the position and posture that it should be, but it may be fixed in a different position and in an inclined posture. This not only causes an abnormality in the fastening force but also reduces the fatigue strength and may cause unintended problems with joint compression force.As can be seen from this, H-shaped joint fittings are always It is desirable that it be installed and fixed so that its horizontal position does not tilt.
本発明は、上記問題点に鑑みて本発明者の鋭意研究により成されたものであり、簡易な構造によって、取付対象部材同士を接合させるときの相対的な位置決めを含めた作業性を向上させる手段を提供することを目的とする。 The present invention was achieved through intensive research by the inventor in view of the above problems, and has a simple structure that improves workability including relative positioning when joining target members to each other. The purpose is to provide a means.
本発明の継手は、対向する一対の取付対象部材にそれぞれ設けられる一対の被嵌入部と、上記被嵌入部に嵌入し得る一対の係合部及び該一対の係合部間を繋ぐ架橋部を設ける連結部材と、を有する継手であって、前記被嵌入部の開口縁部は、蓋部材を設置可能な設置部を有し、上記蓋部材は、上記設置部に設置されることで、前記被嵌入部の開口を閉塞することを特徴とする。 The joint of the present invention includes a pair of fitting parts respectively provided on a pair of opposing members to be attached, a pair of engaging parts that can be fitted into the fitting parts, and a bridge part connecting the pair of engaging parts. a connecting member provided, the opening edge of the fitted part has an installation part in which a lid member can be installed, and the lid member is installed in the installation part so that the It is characterized by closing the opening of the inserted part.
また、本発明の継手は、前記蓋部材が、前記設置部に設置されることで、一端部が、前記被嵌入部に嵌入している前記係合部に対して当接乃至押圧することを特徴とする。 Further, in the joint of the present invention, when the lid member is installed in the installation part, the one end part is prevented from coming into contact with or pressing against the engaging part that is fitted into the fitted part. Features.
また、本発明の継手は、前記蓋設置部が前記内周面よりも広く開口し、雌ねじ面を形成した雌ねじ領域を有し、前記蓋部材は、表面に上記雌ねじ領域の雌ねじ面に螺合する雄ねじ面を形成した雄ねじ領域を有することを特徴とする。 Further, in the joint of the present invention, the lid installation part has a female thread area that opens wider than the inner circumferential surface and forms a female thread surface, and the lid member has a surface that is screwed into the female thread surface of the female thread area. It is characterized by having a male thread region having a male thread surface formed thereon.
また、本発明の継手は、前記被嵌入部は、一端側の開口縁から他端側にかけて窄まる内周面を有することを特徴とする。 Further, in the joint of the present invention, the fitted portion has an inner circumferential surface that narrows from the opening edge on one end side to the other end side.
また、本発明の継手は、前記連結部材が前記架橋部に前記係合部の嵌入方向に沿って挿通する軸部と、該軸部の一端部に配置される当接部とを有することを特徴とする。 Further, in the joint of the present invention, the connecting member has a shaft portion that is inserted into the bridge portion along the fitting direction of the engaging portion, and a contact portion that is disposed at one end of the shaft portion. Features.
また、本発明の継手は、前記係合部と前記被嵌入部とを固定する固定部を有することを特徴とする。 Moreover, the joint of the present invention is characterized in that it has a fixing part that fixes the engaging part and the inserted part.
また、本発明の継手は、前記固定部が雄ねじ体であり、前記係合部は、上記雄ねじ体を挿通させる孔を有し、前記被嵌入部は、上記雄ねじ体に螺合可能な雌ねじ孔を有することを特徴とする。 Further, in the joint of the present invention, the fixing part is a male threaded body, the engaging part has a hole through which the male threaded body is inserted, and the fitted part is a female threaded hole that can be screwed into the male threaded body. It is characterized by having the following.
また、本発明の継手は、前記軸部が所定以上のトルク及び/又は軸力の印加時に破断する様に構成されることを特徴とする。 Further, the joint of the present invention is characterized in that the shaft portion is configured to break when a torque and/or axial force exceeding a predetermined value is applied.
また、本発明の部材の接合方法は、本発明の継手により、取付対象部材同士を接合することを特徴とする。 Further, the method for joining members of the present invention is characterized in that members to be attached are joined together using the joint of the present invention.
また、本発明の部材の接合方法は、対向する一対の取付対象部材にそれぞれ設けられる一対の被嵌入部と、上記被嵌入部に嵌入し得る一対の係合部及び該一対の係合部間を繋ぐ架橋部を設ける連結部材と、を有し、上記連結部材は、上記係合部の嵌入方向に摺動し得る軸部と、軸部に固定可能な当接体とを有し、上記被嵌入部間に上記連結部材を配設する際、各上記被嵌入部に各上記係合部を嵌入し、上記軸部が上記架橋部に対し摺動することで上記当接体が上記被嵌入部に当接する箇所まで変位し、上記係合部と上記当接体とで上記被嵌入部を挟んで固定し、互いに長さの異なる架橋部を有する複数種類の連結部材の内、何れかに組み替え可能な継手を設け、上記複数種類の連結部材の内、仮組み用の連結部材を取り付けた後、当該仮組み用の連結部材を外して本組用の連結部材を取り付けることを特徴とする。 Further, the method for joining members of the present invention includes a pair of fitting portions provided on a pair of opposing members to be attached, a pair of engaging portions that can be fitted into the fitting portions, and a gap between the pair of fitting portions. a connecting member provided with a bridging portion that connects the connecting member, the connecting member having a shaft portion that can slide in a direction in which the engaging portion is inserted, and an abutment body that can be fixed to the shaft portion, When disposing the connecting member between the fitting parts, each of the engaging parts is fitted into each of the fitting parts, and the shaft part slides with respect to the bridge part, so that the abutting body is connected to the fitting part. Any of a plurality of types of connecting members that are displaced to a point where they come into contact with the inserted part, are fixed by sandwiching the inserted part between the engaging part and the abutting body, and have bridge parts having mutually different lengths. A joint that can be reassembled is provided, and after attaching a connecting member for temporary assembly among the plurality of types of connecting members, the connecting member for temporary assembly is removed and a connecting member for main assembly is attached. do.
また、本発明の部材の接合方法は、前記仮組み用の連結部材が短尺の架橋部を有し、前記本組み用の連結部材が長尺の架橋部を有することを特徴とする。 Further, the method for joining members according to the present invention is characterized in that the connecting member for temporary assembly has a short bridge portion, and the connecting member for main assembly has a long bridge portion.
また、本発明の部材の接合方法は、前記仮組み用の連結部材が長尺の架橋部を有し、前記本組み用の連結部材が短尺の架橋部を有することを特徴とする。 Further, the method for joining members of the present invention is characterized in that the connecting member for temporary assembly has a long bridge portion, and the connecting member for main assembly has a short bridge portion.
また、本発明の部材の接合方法は、前記仮組み用の連結部材を取り付けた前記継手によって前記取付対象部材同士を連結している状態で硬化性流動体を前記取付対象部材間に配し、上記硬化性流動体が一定以上の硬度のとき、前記継手における前記仮組み用の連結部材を前記本組み用の連結部材に組み替えることを特徴とする。 Further, the method for joining members of the present invention includes distributing a curable fluid between the members to be attached while the members to be attached are connected to each other by the joint to which the connecting member for temporary assembly is attached, When the curable fluid has a hardness above a certain level, the connecting member for temporary assembly in the joint is replaced with the connecting member for main assembly.
また、本発明の部材の接合方法は、前記取付対象部材を複数の前記継手によって連結し、複数の前記継手の内、前記仮組み用の連結部材を取り付けた継手と、前記本組み用の連結部材を取付た継手とを配することで、前記本組み用の連結部材を弾性変形領域で伸ばし、前記取付対象部材間に硬化性流動体を配し且つ上記硬化性流動体が一定以上の硬度のとき、前記仮組み用の連結部材を前記本組み用の連結部材に組み替え、前記硬化性流動体にプレストレスを加えることを特徴とする。 Further, in the member joining method of the present invention, the members to be attached are connected by a plurality of the joints, and among the plurality of joints, the joint to which the connection member for temporary assembly is attached and the joint for the main assembly. By disposing the joint with the member attached, the connecting member for the main assembly is stretched in an elastic deformation region, a curable fluid is disposed between the members to be attached, and the curable fluid has a hardness of a certain level or higher. At this time, the connecting member for temporary assembly is replaced with the connecting member for main assembly, and a prestress is applied to the curable fluid.
本発明によれば、簡易な構造によって、取付対象部材同士を接合させるときの相対的な位置決めを含めた作業性を向上させることができる。 According to the present invention, with a simple structure, workability including relative positioning when joining members to be attached can be improved.
以下に本発明の継手の実施形態を、図面を参照して説明する。本発明の継手は、種々の取付対象部材の連結或いは取付対象部材の接合に用いることができるが、ここでは橋梁、道路、あるいは鉄道の軌条基盤などの床版に使用されるプレキャスト床版に適用した場合を例に説明する。 Embodiments of the joint of the present invention will be described below with reference to the drawings. The joint of the present invention can be used to connect various attachment target members or join attachment target members, but here, it is applied to precast deck slabs used for deck slabs such as bridges, roads, and railway track foundations. This will be explained using an example.
図1は、第一の実施形態に係る継手10を適用したプレキャスト床版1を示す平面図、図2は、第一の実施形態に係る継手10を適用したプレキャスト床版1の図1のA-A線断面図である。プレキャスト床版1は、橋幅方向(Y方向)に並べて設置された複数の主桁(不図示)上に架け渡され固定される。またプレキャスト床版1は、部材連結方向としての橋軸方向(X方向)に沿って隣り合うように配設され、対向するプレキャスト床版1、1は、継手10によって連結される。なお継手10で連結された後のプレキャスト床版1、1間には、目地を塞ぐためのグラウト材、生コンクリート、水ガラス、熱硬化性又は熱可塑性の流動状態にある合成樹脂等の硬化性流動体が注入され得る。 FIG. 1 is a plan view showing a precast floor slab 1 to which the joint 10 according to the first embodiment is applied, and FIG. 2 is a plan view of the precast floor slab 1 in FIG. 1 to which the joint 10 according to the first embodiment is applied. -A cross-sectional view. The precast deck slab 1 is spanned and fixed over a plurality of main girders (not shown) arranged in the bridge width direction (Y direction). Further, the precast deck slabs 1 are arranged adjacent to each other along the bridge axis direction (X direction) as the member connection direction, and the opposing precast deck slabs 1, 1 are connected by a joint 10. In addition, between the precast floor slabs 1 and 1 after being connected by the joint 10, a hardening material such as grout, ready-mixed concrete, water glass, thermosetting or thermoplastic synthetic resin in a fluid state is used to close the joints. Fluid may be injected.
継手10は、連結部材20、受部材30、30aを有し、連結部材20で受部材30、30a同士を連結させて構成される。図3は、第一の実施形態に係る継手10の連結部材20を示す斜視図である。連結部材20は、断面略H形継手形状を成し、一対の係合部22と、一対の係合部22間を繋ぐ架橋部24と、架橋部24に挿通する軸部26と、軸部26に一体的に回転し得るように支持された押圧体(当接体)28とを有する。 The joint 10 includes a connecting member 20 and receiving members 30, 30a, and is configured by connecting the receiving members 30, 30a to each other with the connecting member 20. FIG. 3 is a perspective view showing the connecting member 20 of the joint 10 according to the first embodiment. The connecting member 20 has a substantially H-shaped joint shape in cross section, and includes a pair of engaging portions 22, a bridge portion 24 connecting the pair of engaging portions 22, a shaft portion 26 inserted through the bridge portions 24, and a shaft portion. 26 and a pressing body (abutting body) 28 supported so as to be able to rotate integrally therewith.
係合部22は、XY平面に直交する方向に延伸する部材であり、テーパ状の外周面を有し架橋部24に固定されている基端(上端)側から先端(下端)側にかけて徐々に窄まる略四角錐形状を成す。即ち、係合部22の外周面の内、X方向に対向する外周面は、上端部から下端部にかけてX方向の間隔を狭めるように略対称的に傾斜し、Y方向に対向する外周面が上端部から下端部にかけてY方向の間隔を狭めるように略対称的に傾斜する。 The engaging portion 22 is a member extending in a direction perpendicular to the XY plane, and has a tapered outer circumferential surface, and gradually extends from the proximal end (upper end) side fixed to the bridge portion 24 to the distal end (lower end) side. It forms a narrowing approximately quadrangular pyramid shape. That is, among the outer circumferential surfaces of the engaging portion 22, the outer circumferential surfaces facing in the X direction are inclined approximately symmetrically from the upper end to the lower end so as to narrow the interval in the X direction, and the outer peripheral surfaces facing in the Y direction are inclined approximately symmetrically. It is tilted approximately symmetrically so that the interval in the Y direction is narrowed from the upper end to the lower end.
架橋部24は、係合部22よりもY方向の長さが短い、幅狭形状に形成される。また架橋部24のXY平面の中央部には、XY平面に直交する方向に延びる挿通孔を有し、該挿通孔に軸部26が挿入される。軸部26は、一端部に右ねじの雄ねじ螺旋溝を形成した雄ねじ部26aを具える。また軸部26は、他端部に架橋部24の挿通孔よりも大きい外周形状であって、頂面に六角穴を形成した頭部26bを具える。頭部26bは、架橋部24に当接し得る座面を有する。 The bridge portion 24 is formed in a narrow shape with a shorter length in the Y direction than the engaging portion 22. Further, the bridge portion 24 has an insertion hole extending in a direction perpendicular to the XY plane at the center of the XY plane, and the shaft portion 26 is inserted into the insertion hole. The shaft portion 26 includes a male threaded portion 26a having a right-handed male threaded helical groove formed at one end thereof. Further, the shaft portion 26 includes a head portion 26b at the other end, which has an outer circumferential shape larger than the insertion hole of the bridge portion 24, and has a hexagonal hole formed on the top surface. The head 26b has a seat surface that can come into contact with the bridge portion 24.
押圧体28は、短辺部分28aと長辺部分28bとを有する平面視略長方形状を成し、雄ねじ部26aに螺合し得る雌ねじ孔を有する。 The pressing body 28 has a generally rectangular shape in a plan view having a short side portion 28a and a long side portion 28b, and has a female threaded hole into which the male threaded portion 26a can be screwed.
短辺部分28aは、連結部材20を受部材30、30a間に配設したときに受部材30、30aに干渉しない長さに設定される。即ち、短辺部分28aは、受部材30、30a間の間隔よりも短い長さに設定される。 The short side portion 28a is set to a length that does not interfere with the receiving members 30, 30a when the connecting member 20 is disposed between the receiving members 30, 30a. That is, the short side portion 28a is set to have a length shorter than the distance between the receiving members 30, 30a.
長辺部分28bは、連結部材20を受部材30、30a間に配設したときに受部材30、30aに干渉する長さに設定される。即ち、長辺部分28bは、受部材30、30a間の間隔を超える長さに設定される。 The long side portion 28b is set to a length that interferes with the receiving members 30, 30a when the connecting member 20 is disposed between the receiving members 30, 30a. That is, the long side portion 28b is set to have a length that exceeds the distance between the receiving members 30, 30a.
図4は、第一の実施形態に係る継手10の受部材30、30aを示し、(a)は斜視図、(b)はプレキャスト床版1の端面側を正面側とした場合の左側面側から見た断面図、(c)は正面側から見た断面図である。受部材(被嵌入部)30、30aは、それぞれ同形状のC形継手金具であって、対向する一対のプレキャスト床版1、1の端部にそれぞれ配設される。受部材30、30aは、その一部が各プレキャスト床版1、1のY方向に沿って延びる端部に埋め込まれる。従ってプレキャスト床版1、1は、受部材30、30aがX方向に沿って対向するように配置される。
なお、ここで受部材30、30aは、それぞれC形継手金具であるとされるが、継手としての強度を有するものではあればよく、材質は金属であることに限定されるものではない。
FIG. 4 shows the receiving members 30, 30a of the joint 10 according to the first embodiment, where (a) is a perspective view and (b) is a left side view when the end surface side of the precast floor slab 1 is the front side. (c) is a cross-sectional view seen from the front side. The receiving members (inserted parts) 30, 30a are C-shaped joint fittings having the same shape, and are respectively disposed at the ends of the pair of opposing precast deck slabs 1, 1. A part of the receiving members 30, 30a is embedded in the end portion of each precast floor slab 1, 1 extending along the Y direction. Therefore, the precast floor slabs 1, 1 are arranged so that the receiving members 30, 30a face each other along the X direction.
Although the receiving members 30 and 30a are each said to be a C-shaped joint fitting here, it is sufficient that the receiving members 30 and 30a have sufficient strength as a joint, and the material thereof is not limited to metal.
受部材30、30aは、プレキャスト床版1内でX方向に延びるアンカー部32と、連結部材20の係合部22を嵌入させ得る凹形状を成す収容部34と、押圧体28の長辺部分28bが当接し得る規制部36と、規制部36に対しY方向に対向する段部38とを有する。 The receiving members 30 and 30a include an anchor portion 32 extending in the X direction within the precast floor slab 1, a housing portion 34 having a concave shape into which the engaging portion 22 of the connecting member 20 can be fitted, and a long side portion of the pressing body 28. 28b has a regulating portion 36 that can abut, and a step portion 38 that faces the regulating portion 36 in the Y direction.
受部材30、30aは、収容部34の開口縁を上向きで且つXY平面に沿った向きでプレキャスト床版1に配設される。なお、収容部34の開口縁は、必ずしも上向きに配設されるものに限定されるものではなく、下向きにする等、配設する向きは適宜設定し得る。
また、受部材30、30aは、プレキャスト床版1の端部から収容部34を突出させるように設けても良く、また収容部34の一部をプレキャスト床版1内に埋め込むようにしても良い等、配設方法は適宜設定し得る。
The receiving members 30 and 30a are disposed on the precast floor slab 1 with the opening edge of the accommodating portion 34 facing upward and along the XY plane. Note that the opening edge of the accommodating portion 34 is not necessarily limited to being disposed upward, and the direction in which it is disposed may be set as appropriate, such as downward.
Further, the receiving members 30 and 30a may be provided so that the accommodating part 34 protrudes from the end of the precast floor slab 1, or a part of the accommodating part 34 may be embedded in the precast floor slab 1. etc., the arrangement method can be set as appropriate.
収容部34は、アンカー部32に対するX方向反対側の端部に架橋部24を嵌入させ得る切欠きを有し、該切欠きの縁部に沿ってリップ部分34aを有する。リップ部分34aは、係合部22とX方向に係合する。 The accommodating part 34 has a notch at the end opposite to the anchor part 32 in the X direction into which the bridge part 24 can be fitted, and has a lip part 34a along the edge of the notch. The lip portion 34a engages with the engaging portion 22 in the X direction.
収容部34の内周形状は、係合部22の外形形状に略相当し、開口縁から底部にかけて徐々に窄まる略四角錐形状を成す。即ち、図4(b)に示すように収容部34の内周面の内、X方向に対向する内周面40a、40bは、開口縁部から底部に沿ってX方向の中央に向かうように略対称的に傾斜する。また図4(c)に示すようにY方向に対向する内周面40c、40dは、開口縁部から底部に沿ってY方向の中央に向かうように略対称的に傾斜する。 The inner peripheral shape of the accommodating portion 34 substantially corresponds to the outer shape of the engaging portion 22, and has a substantially quadrangular pyramid shape that gradually narrows from the opening edge to the bottom. That is, as shown in FIG. 4(b), among the inner circumferential surfaces of the accommodating portion 34, inner circumferential surfaces 40a and 40b facing each other in the X direction extend from the opening edge toward the center in the X direction along the bottom. Tilted approximately symmetrically. Further, as shown in FIG. 4(c), inner circumferential surfaces 40c and 40d facing each other in the Y direction are inclined symmetrically from the opening edge toward the center in the Y direction along the bottom.
規制部36は、収容部34の略直下で押圧体28の長辺部分28bに当接し得る位置に形成される。即ち、収容部34の下端面34bから直交方向に延伸し、図4(a)に示す収容部34のリップ部分34a側を正面側とした場合、規制部36は、収容部34の下方右側に形成される。なお、下端面34bと規制部36とによって画成される空間は、押圧体28の長辺部分28bが進入して規制部36に当接し得る空間として機能する。 The restricting portion 36 is formed at a position substantially directly below the accommodating portion 34 so as to be able to abut the long side portion 28b of the pressing body 28. That is, when extending in the orthogonal direction from the lower end surface 34b of the accommodating part 34 and making the lip portion 34a side of the accommodating part 34 shown in FIG. It is formed. Note that the space defined by the lower end surface 34b and the regulating portion 36 functions as a space into which the long side portion 28b of the pressing body 28 can enter and come into contact with the regulating portion 36.
次に、受部材30、30aを連結部材20によって連結し、プレキャスト床版1を連結する手順について説明する。プレキャスト床版1同士は、受部材30、30aを配設した端部同士を向かい合わせて配置される。また受部材30、30aは、互いのリップ部分34aが対向するように、所定間隔を存して配置される。 Next, a procedure for connecting the receiving members 30, 30a using the connecting member 20 and connecting the precast floor slab 1 will be described. The precast floor slabs 1 are arranged such that the ends on which the receiving members 30 and 30a are provided face each other. Further, the receiving members 30, 30a are arranged at a predetermined interval so that their lip portions 34a face each other.
連結部材20は、各係合部22をXY平面に直交する方向、即ち、図5(a)の矢印Aで示す方向に沿って各収容部34に嵌入させる。これにより、各収容部34の内周面内に係合部22が嵌入して連結部材20が受部材30、30a間に配設される。ここで押圧体28は、受部材30、30aに干渉しないように、短辺部分28aがX方向と平行な向きで、且つ軸部26の先端側に位置しているものとする。 The connecting member 20 allows each engaging portion 22 to fit into each accommodating portion 34 in a direction perpendicular to the XY plane, that is, in the direction shown by arrow A in FIG. 5(a). As a result, the engaging portion 22 fits into the inner circumferential surface of each accommodating portion 34, and the connecting member 20 is disposed between the receiving members 30 and 30a. Here, it is assumed that the short side portion 28a of the pressing body 28 is oriented parallel to the X direction and located on the tip side of the shaft portion 26 so as not to interfere with the receiving members 30, 30a.
係合部22が収容部34に嵌入したとき、押圧体28は、受部材30、30a間で、収容部34の下端面34bと規制部36とによって画成される空間に進入可能に配置される。従って押圧体28は、軸部26を略90°回転させたとき、長辺部分28bが規制部36に当接可能に受部材30、30a間に位置される。 When the engaging portion 22 is fitted into the accommodating portion 34, the pressing body 28 is arranged so as to be able to enter the space defined by the lower end surface 34b of the accommodating portion 34 and the regulating portion 36 between the receiving members 30, 30a. Ru. Therefore, the pressing body 28 is positioned between the receiving members 30 and 30a so that the long side portion 28b can come into contact with the regulating portion 36 when the shaft portion 26 is rotated approximately 90 degrees.
次に、図5(b)に示すように、頭部26bの六角穴にスパナ等の器具を介して締結方向のトルクを付加したとき、軸部26に螺合している押圧体28が軸部26と共に回転する。押圧体28は、略90°(所定角度)回動して長辺部分28bがX方向に平行な向きになったとき、長辺部分28bが各受部材30、30aの規制部36に当接するので、それ以上の回転が規制される。このように押圧体28は、軸部26と共に所定角度回転した後、規制部36と周方向に係合し、回転が規制される。 Next, as shown in FIG. 5(b), when a torque in the fastening direction is applied to the hexagonal hole of the head 26b through an instrument such as a wrench, the pressing body 28 screwed onto the shaft 26 26. When the pressing body 28 is rotated by approximately 90° (a predetermined angle) and the long side portion 28b is oriented parallel to the X direction, the long side portion 28b comes into contact with the regulating portion 36 of each receiving member 30, 30a. Therefore, further rotation is restricted. In this way, after the pressing body 28 rotates by a predetermined angle together with the shaft portion 26, it engages with the restriction portion 36 in the circumferential direction, and its rotation is restricted.
更に、締付方向にトルクを付加した場合、軸部26は、押圧体28に対して相対回転する。結果、押圧体28は、下端面34bに当接する位置まで軸方向に沿って上昇(変位)する。即ち、押圧体28は、規制部36に当接しながら軸部26の回転に伴って軸方向に沿って受部材30、30a及び架橋部24側に移動して下端面34bに当接する。 Furthermore, when torque is applied in the tightening direction, the shaft portion 26 rotates relative to the pressing body 28. As a result, the pressing body 28 rises (displaces) along the axial direction to a position where it comes into contact with the lower end surface 34b. That is, the pressing body 28 moves toward the receiving members 30, 30a and the bridge portion 24 in the axial direction as the shaft portion 26 rotates while contacting the regulating portion 36, and comes into contact with the lower end surface 34b.
押圧体28が図5(c)に示すように下端面34bに当接して上昇不可となったとき、軸部26の締結方向の回転は、規制されて締結が完了する。これにより受部材30、30aは、連結部材20によって連結され、プレキャスト床版1が連結される。 When the pressing body 28 comes into contact with the lower end surface 34b and cannot rise as shown in FIG. 5(c), the rotation of the shaft portion 26 in the fastening direction is restricted and the fastening is completed. Thereby, the receiving members 30, 30a are connected by the connecting member 20, and the precast floor slab 1 is connected.
次に、収容部34と係合部22の形状に基づくプレキャスト床版1の位置決め機能について説明する。継手10は、収容部34に係合部22を嵌入させることでプレキャスト床版1を移動させる位置決め機能を具える。具体的には、係合部22と収容部34とが傾斜面同士で当接し、係合部22の外周面が収容部34の内周面を押圧することで、プレキャスト床版1を移動させるものである。 Next, the positioning function of the precast floor slab 1 based on the shapes of the accommodating part 34 and the engaging part 22 will be explained. The joint 10 has a positioning function of moving the precast floor slab 1 by fitting the engaging part 22 into the housing part 34. Specifically, the engaging part 22 and the accommodating part 34 come into contact with each other on their inclined surfaces, and the outer circumferential surface of the engaging part 22 presses the inner circumferential surface of the accommodating part 34, thereby moving the precast floor slab 1. It is something.
プレキャスト床版1、1同士の連結において、一方のプレキャスト床版1を所定位置で固定し、他方のプレキャスト床版1を移動させることで互いの相対位置が所定範囲(所定位置)に収まるように位置決めする。ここでは、受部材30aを配設したプレキャス床版1を固定し、受部材30を配設したプレキャスト床版1を移動させる。 In connecting the precast floor slabs 1, 1, one precast floor slab 1 is fixed at a predetermined position and the other precast floor slab 1 is moved so that their relative positions fall within a predetermined range (predetermined position). Position. Here, the precast floor slab 1 on which the receiving member 30a is disposed is fixed, and the precast floor slab 1 on which the receiving member 30 is disposed is moved.
プレキャスト床版1、1同士の相対位置が所定間隔よりもX方向に沿って離間する場合、受部材30、30a間に連結部材20を配置させると、図6(a)に示すように係合部22が収容部34内における中途位置で係止される。即ち収容部34の一方の内周面40a及び係合部22の外周面が共に傾斜しており、係合部22は、外周面の先端部が内周面40aの中途位置に当接し、収容部34の底部側への嵌入が規制される。 When the relative positions of the precast floor slabs 1 and 1 are further apart along the X direction than a predetermined distance, when the connecting member 20 is placed between the receiving members 30 and 30a, the engagement occurs as shown in FIG. 6(a). The portion 22 is locked at an intermediate position within the housing portion 34. That is, one inner circumferential surface 40a of the accommodating part 34 and the outer circumferential surface of the engaging part 22 are both inclined, and the distal end of the outer circumferential surface of the engaging part 22 abuts at a midway position of the inner circumferential surface 40a, and the engaging part 22 is accommodated. Fitting of the portion 34 into the bottom side is restricted.
頭部26bを締結方向に回転させると、上述したように押圧体28が徐々に移動し、下端面34bに当接する位置に変位する。そして図6(b)に示すように、受部材30及び連結部材20は、頭部26bと押圧体28とに挟まれて押圧される。従って更に軸部26を締結方向に回転させたとき、押圧体28が下端面34bによって位置が規制されているため、頭部26bが連結部材20を押圧体28側に押圧する。 When the head 26b is rotated in the fastening direction, the pressing body 28 gradually moves as described above and is displaced to a position where it comes into contact with the lower end surface 34b. As shown in FIG. 6(b), the receiving member 30 and the connecting member 20 are pressed while being sandwiched between the head 26b and the pressing body 28. Therefore, when the shaft portion 26 is further rotated in the fastening direction, the head 26b presses the connecting member 20 toward the pressing body 28 because the position of the pressing body 28 is restricted by the lower end surface 34b.
なお、係合部22の外周面と内周面40aとは互いに傾斜した面で接触しているので、頭部26bが連結部材20を押圧している押圧力は、係合部22の外周面を介して内周面40aに伝達して受部材30をX方向に押圧する力に変換される。従って、受部材30がプレキャスト床版1と共にX方向に沿って、受部材30a側に移動し、この移動に伴い係合部22が収容部34内に進入する。 Note that since the outer circumferential surface and the inner circumferential surface 40a of the engaging part 22 are in contact with each other on inclined surfaces, the pressing force with which the head 26b presses the connecting member 20 is due to the outer circumferential surface of the engaging part 22. The force is transmitted to the inner circumferential surface 40a through the force and is converted into a force that presses the receiving member 30 in the X direction. Therefore, the receiving member 30 moves along the X direction together with the precast floor slab 1 toward the receiving member 30a, and with this movement, the engaging portion 22 enters the accommodating portion 34.
上記のように、受部材30及び受部材30が配されたプレキャスト床版1は、徐々にX方向に沿って受部材30a(他方のプレキャスト床版1)側に移動し、係合部22が収容部34内の最奥部に嵌入したとき、受部材30が受部材30aに対する相対位置が所定位置となり、これによってプレキャスト床版1、1の位置決めが成される。 As described above, the receiving member 30 and the precast floor slab 1 on which the receiving member 30 is arranged gradually move toward the receiving member 30a (the other precast floor slab 1) along the X direction, and the engaging portion 22 When the receiving member 30 is inserted into the innermost part of the housing portion 34, the relative position of the receiving member 30 with respect to the receiving member 30a becomes a predetermined position, thereby positioning the precast floor slabs 1, 1.
このように軸部26を締結方向に回転させ、受部材30、30aの各収容部34に連結部材20の各係合部22を嵌入することで、係合部22が収容部34の内周面を押圧し、プレキャスト床版1、1同士の相対位置を所定の配置に位置決めすることが出来る。 In this manner, by rotating the shaft portion 26 in the fastening direction and fitting each engaging portion 22 of the connecting member 20 into each accommodating portion 34 of the receiving members 30 and 30a, the engaging portion 22 is inserted into the inner circumference of the accommodating portion 34. By pressing the surfaces, it is possible to position the precast floor slabs 1, 1 relative to each other in a predetermined position.
なお、相対位置が所定間隔よりもX方向に沿って離間若しくはズレたプレキャスト床版1、1を所定の配置に位置決め固定する場合を例に説明したが、互いの相対位置がX方向に沿って所定位置よりも近接したプレキャスト床版1の所定位置への移動も同様にして行うことができる。即ち、図7(a)に示すように係合部22の先端部が収容部34の他方の内周面40bの中途位置で当接した場合、頭部26bを締結方向に回転させれば、図7(b)に示すように押圧体28が下端面34bに当接し、受部材30及び連結部材20は、頭部26bと押圧体28とに挟まれる。 In addition, although the case where the precast floor slabs 1, 1 whose relative positions are separated or shifted along the X direction by a predetermined interval are positioned and fixed in a predetermined arrangement has been explained as an example, The movement of the precast floor slab 1 to a predetermined position closer than the predetermined position can also be performed in the same manner. That is, when the tip of the engaging portion 22 contacts the other inner circumferential surface 40b of the accommodating portion 34 at an intermediate position as shown in FIG. 7(a), if the head 26b is rotated in the fastening direction, As shown in FIG. 7(b), the pressing body 28 comes into contact with the lower end surface 34b, and the receiving member 30 and the connecting member 20 are sandwiched between the head 26b and the pressing body 28.
これにより受部材30は、連結部材20の外周面に当接している内周面40bを介してX方向に沿って、他方のプレキャスト床版1側から離間する方向に押圧され、プレキャスト床版1及び受部材30は、X方向に沿って受部材30aから離間する向きに移動する。また受部材30の移動に伴って係合部22が収容部34内に進入し、受部材30が受部材30aに対して所定の位置に移動したとき、係合部22は収容部34に嵌入し、プレキャスト床版1、1同士の相対位置が所定の配置に位置決めされる。 As a result, the receiving member 30 is pressed in the direction away from the other precast floor slab 1 side along the X direction via the inner circumferential surface 40b that is in contact with the outer circumferential surface of the connecting member 20, and the precast floor slab 1 And the receiving member 30 moves in a direction away from the receiving member 30a along the X direction. Further, as the receiving member 30 moves, the engaging portion 22 enters the accommodating portion 34, and when the receiving member 30 moves to a predetermined position with respect to the receiving member 30a, the engaging portion 22 fits into the accommodating portion 34. Then, the relative positions of the precast floor slabs 1, 1 are determined in a predetermined arrangement.
また、例えば、図8(a)に示すようにプレキャスト床版1、1同士がY方向にずれた位置にある場合、受部材30、30a間に連結部材20を配置すると、係合部22の先端部が収容部34の内周面40cに当接して中途位置で係止される。即ち、係合部22は、先端部が内周面40cの中途位置に当接し収容部34の底部側への嵌入が規制される。 Further, for example, when the precast floor slabs 1 and 1 are at positions shifted from each other in the Y direction as shown in FIG. The tip portion contacts the inner circumferential surface 40c of the housing portion 34 and is locked at an intermediate position. That is, the distal end of the engaging portion 22 abuts on the inner circumferential surface 40c at a midway position, and fitting into the bottom side of the housing portion 34 is restricted.
ここで、図9は係合部22が内周面40cに当接した状態を示すXY平面に対する直交方向の断面図である。係合部22が内周面40cの中途位置に当接しており、頭部26bが締結方向に回転した場合、上述したように押圧体28が下端面34bに当接する位置まで移動する。そして受部材30及び連結部材20は、頭部26bと押圧体28とに挟まれて押圧される。 Here, FIG. 9 is a cross-sectional view in a direction orthogonal to the XY plane showing a state in which the engaging portion 22 is in contact with the inner circumferential surface 40c. When the engaging portion 22 contacts the inner circumferential surface 40c at an intermediate position and the head 26b rotates in the fastening direction, the pressing body 28 moves to the position where it contacts the lower end surface 34b as described above. The receiving member 30 and the connecting member 20 are then pressed while being sandwiched between the head 26b and the pressing body 28.
なお、係合部22の外周面と内周面40cとは互いに傾斜しているので、受部材30にかかる押圧力の一部は、内周面40cを介してY方向の力として作用する。そのため受部材30は、Y方向に押圧される。 Note that since the outer circumferential surface and the inner circumferential surface 40c of the engaging portion 22 are inclined to each other, a part of the pressing force applied to the receiving member 30 acts as a force in the Y direction via the inner circumferential surface 40c. Therefore, the receiving member 30 is pressed in the Y direction.
従ってプレキャスト床版1及び受部材30は、軸部26を締結方向に回転させる毎に、徐々に受部材30がY方向に移動し、結果、受部材30aに対してX方向に対向する所定位置に変位する。 Therefore, each time the shaft portion 26 is rotated in the fastening direction, the precast floor slab 1 and the receiving member 30 gradually move in the Y direction, and as a result, the precast floor slab 1 and the receiving member 30 are at a predetermined position opposite to the receiving member 30a in the X direction. Displaced to.
このように、プレキャスト床版1、1同士がX方向及び/又はY方向にずれていても、受部材30、30aを連結部材20によって連結させることで、受部材30と共にプレキャスト床版1をX方向及び/又はY方向に移動させ、所定位置に位置決めすることができる。即ち、受部材30の収容部34の内周面が係合部22によって押圧し、X方向及び/又はY方向に沿って受部材30と共にプレキャスト床版1を所定位置に向かって移動させることができる。 In this way, even if the precast floor slabs 1 and 1 are shifted in the X direction and/or the Y direction, by connecting the receiving members 30 and 30a with the connecting member 20, the precast floor slab 1 can be and/or the Y direction and can be positioned at a predetermined position. That is, the inner circumferential surface of the accommodating portion 34 of the receiving member 30 is pressed by the engaging portion 22, and the precast floor slab 1 can be moved together with the receiving member 30 toward a predetermined position along the X direction and/or the Y direction. can.
また、プレキャスト床版1、1同士がXY方向に直交する高さ方向にずれている場合、係合部22を受部材30、30aの収容部34に嵌入させ軸部26を締結方向に回転させることで、プレキャスト床版1、1同士の高さ位置を合わせていくことができる。即ち、軸部26を締結方向に回転させたときに軸部26に作用する軸力は、頭部26bを介して連結部材20に伝達され、或いは押圧体28に伝達される。そして連結部材20が受部材30を押圧、或いは押圧体28が受部材30の下端面34bを押圧し、受部材30と共にプレキャスト床版1が所定の高さ位置に向かって移動する。これにより受部材30と受部材30aとの高さ位置を一致させてプレキャスト床版1、1を連結することができる。
なお、勿論プレキャスト床版1、1同士の相対位置が所定範囲内に存している場合には、上述した軸部26を回転させることによる位置決めの作業を行うことなく、係合部22が収容部34の略最奥まで嵌入可能なので、位置決め作業が不要となる。
In addition, if the precast floor slabs 1 and 1 are deviated from each other in the height direction perpendicular to the XY direction, the engaging part 22 is fitted into the receiving part 34 of the receiving member 30, 30a, and the shaft part 26 is rotated in the fastening direction. By doing so, the height positions of the precast floor slabs 1 and 1 can be adjusted. That is, the axial force that acts on the shaft portion 26 when the shaft portion 26 is rotated in the fastening direction is transmitted to the connecting member 20 or to the pressing body 28 via the head portion 26b. Then, the connecting member 20 presses the receiving member 30, or the pressing body 28 presses the lower end surface 34b of the receiving member 30, and the precast floor slab 1 moves together with the receiving member 30 toward a predetermined height position. Thereby, the precast floor slabs 1, 1 can be connected by matching the height positions of the receiving member 30 and the receiving member 30a.
Of course, if the relative positions of the precast floor slabs 1, 1 are within a predetermined range, the engaging portion 22 can be accommodated without performing the positioning work by rotating the shaft portion 26 described above. Since it can be inserted almost to the deepest part of the portion 34, positioning work is not necessary.
以上説明したように、本実施形態の継手10によれば、プレキャスト床版1、1同士の相対位置が所定位置からX方向、Y方向、XY平面に直交する方向(高さ方向)に交差レベルを大きく超えて(例えば、数十mm程度)ずれていても、受容部30、30aの収容部34内に係合部22を嵌入するように、連結部材20に受容部30、30a間に進入させる押圧力を作用させるだけで、プレキャスト床版1、1同士の相対位置が所定範囲に収まるように位置決めでき、プレキャスト床版1、1同士を接合させるときの相対的な位置決めを含めた作業が容易となり且つ作業時間が短縮されて作業性を向上させることができる。
また、頭部26bと押圧体28との間で受容部30、30aと連結部材20とを締結するだけで、頭部26bが連結部材20を押圧(又は押圧体28が受容部30を押圧)し、受容部30をX方向、Y方向及び/又は高さ方向に押圧することができる。
即ち、頭部26bと押圧体28との間で受容部30、30aと連結部材20とを締結するように、軸部26を締結方向に回転させるだけで、プレキャスト床版1、1同士の相対位置を所定範囲に収まるように位置決めすることができる上、その一連の操作によって最終的には適切な位置におけるプレキャスト床版同士の連結作業を完結させることができ、より作業性の向上を図ることができる。
As explained above, according to the joint 10 of the present embodiment, the relative positions of the precast floor slabs 1, 1 are at an intersection level from a predetermined position in the X direction, the Y direction, and the direction perpendicular to the XY plane (height direction). The connecting member 20 enters between the receiving portions 30 and 30a so that the engaging portion 22 fits into the receiving portion 34 of the receiving portions 30 and 30a even if the deviation greatly exceeds (for example, several tens of mm). By simply applying a pressing force, the precast floor slabs 1, 1 can be positioned so that their relative positions fall within a predetermined range, and work including relative positioning when joining the precast floor slabs 1, 1 together can be done It is easy to perform, reduces work time, and improves work efficiency.
Moreover, by simply fastening the receiving parts 30, 30a and the connecting member 20 between the head 26b and the pressing body 28, the head 26b presses the connecting member 20 (or the pressing body 28 presses the receiving part 30). However, the receiving portion 30 can be pressed in the X direction, the Y direction, and/or the height direction.
That is, by simply rotating the shaft portion 26 in the fastening direction so that the receiving portions 30, 30a and the connecting member 20 are fastened between the head 26b and the pressing body 28, the relative relationship between the precast floor slabs 1, 1 is fixed. In addition to being able to position the precast floor slabs within a predetermined range, the series of operations can ultimately complete the work of connecting precast floor slabs at appropriate positions, further improving work efficiency. I can do it.
また、架橋部24に挿通する一本の軸部26と、この軸部26の先端側には配設される押圧体28とによって一対の受部材30、30aと連結部材20とを締結するので、一対の受部材30、30aと連結部材20とを強固に固定することができる。また一対の受部材30、30a同士の連結を強化することができる。従って本発明によれば受部材30、30a同士を連結させる際の作業性を向上させることができる。 Furthermore, the pair of receiving members 30, 30a and the connecting member 20 are fastened together by the single shaft portion 26 inserted into the bridge portion 24 and the pressing body 28 disposed on the distal end side of this shaft portion 26. , the pair of receiving members 30, 30a and the connecting member 20 can be firmly fixed. Furthermore, the connection between the pair of receiving members 30, 30a can be strengthened. Therefore, according to the present invention, workability when connecting the receiving members 30, 30a to each other can be improved.
また、架橋部の中央部に挿通される一本の軸部26を締結方向に回転させるだけで、一対の受部材30、30aと連結部材20とを締付けて固定する構成から、連結部材20が水平を維持しながら、係合部22が収容部34内に進入して固定されるため、連結部材20と受部材30、30aとを極めて安定させて固定することができる。 Further, since the connecting member 20 is configured to tighten and fix the pair of receiving members 30, 30a and the connecting member 20 by simply rotating the single shaft portion 26 inserted through the central portion of the bridge portion in the fastening direction, the connecting member 20 can be fixed. Since the engaging portion 22 enters the housing portion 34 and is fixed while maintaining the horizontal position, the connecting member 20 and the receiving members 30, 30a can be fixed in an extremely stable manner.
また、対向するプレキャスト床版1、1同士の相対位置が橋軸方向、橋軸直角方向にずれていても、収容部34内に係合部22に嵌入させることで、プレキャスト床版1及び受部材30が所定位置に移動するので、位置決めを容易に行うことができ、更に作業性を向上させることができる。 In addition, even if the relative positions of the opposing precast deck slabs 1 and 1 are shifted in the bridge axis direction or in the direction perpendicular to the bridge axis, the precast deck slab 1 and the receiving part can be inserted into the engaging part 22 in the housing part 34. Since the member 30 moves to a predetermined position, positioning can be easily performed and work efficiency can be further improved.
なお、軸部26において、上述の構成に加えて回転防止機構を形成して、締結後に振動等による軸部26の緩み方向の回転を防止するようにしてもよい。具体的には、図10に示すような頭部26bの座面に頭部側凹凸50を設け、架橋部24の表面に頭部側凹凸50に係合し得る架橋部側凹凸52を設ける。また両凹凸を鋸歯形状にして周方向に係合し得るように形成する。即ち頭部側凹凸50は軸部26が締結方向に回転しようとすると、両者の傾斜面が50a、52aが当接して、両者の距離を軸方向に離しながら、相対摺動を許容する。一方、軸部26が緩み方向に回転しようとすると、互いの垂直面(傾斜が強い側の面)50b、52bが当接して、軸部26の回転を防止する。
勿論、頭部26bの座面に設けられる頭部側凹凸50に対応する架橋部24側の架橋部凹凸52は、架橋部24と別体の座金状のものとして構成してもよい。
Note that in addition to the above-described configuration, a rotation prevention mechanism may be formed in the shaft portion 26 to prevent rotation of the shaft portion 26 in the loosening direction due to vibration or the like after fastening. Specifically, a head-side unevenness 50 is provided on the seat surface of the head 26b as shown in FIG. 10, and a bridge-side unevenness 52 that can engage with the head-side unevenness 50 is provided on the surface of the bridge section 24. Further, both the concavities and convexities are formed into sawtooth shapes so that they can be engaged in the circumferential direction. That is, when the shaft portion 26 attempts to rotate in the fastening direction, the head-side unevenness 50 brings the inclined surfaces 50a and 52a into contact with each other, allowing relative sliding while separating the distance between the two in the axial direction. On the other hand, when the shaft portion 26 attempts to rotate in the loosening direction, the vertical surfaces 50b and 52b (surfaces on the steeper side) abut against each other, thereby preventing the shaft portion 26 from rotating.
Of course, the bridge portion unevenness 52 on the bridge portion 24 side corresponding to the head side unevenness 50 provided on the seat surface of the head portion 26b may be configured as a washer-like member separate from the bridge portion 24.
このような回転防止機構を形成すれば、繰り返しの振動による軸部26の緩み方向の回転を防止することができ、また軸部26の緩み方向の回転によって押圧体28が外れて落ちてしまうことを防止することができる。 By forming such a rotation prevention mechanism, it is possible to prevent rotation of the shaft portion 26 in the direction of loosening due to repeated vibrations, and also prevent the pressing body 28 from coming off and falling due to rotation of the shaft portion 26 in the direction of loosening. can be prevented.
また、収容部34の内部空間及び、係合部22の形状としては、略四角錐形状に構成するものとして説明したが、これに限定されるものではない。例えば、係合部22の概形としては、略三角錐形状、略五角錐形状、略六角錐形状等の略多角錐形状や図11に示すような略円錐形状としてもよい。
同様に収容部34の内部空間は、略三角錐形状、略五角錐形状、略六角錐形状等の略多角錐形状や、図11に示すように、円錐形状の係合部22に対応する略円錐形状であってもよい。
Moreover, although the internal space of the accommodating portion 34 and the shape of the engaging portion 22 have been described as having a substantially quadrangular pyramid shape, they are not limited thereto. For example, the approximate shape of the engaging portion 22 may be a substantially polygonal pyramid shape such as a substantially triangular pyramid shape, a substantially pentagonal pyramid shape, a substantially hexagonal pyramid shape, or a substantially conical shape as shown in FIG.
Similarly, the internal space of the accommodating portion 34 may have a substantially polygonal pyramid shape such as a substantially triangular pyramid shape, a substantially pentagonal pyramid shape, a substantially hexagonal pyramid shape, or a substantially conical shape corresponding to the engaging portion 22 as shown in FIG. It may also have a conical shape.
また、収容部34の内周面及び係合部22の外周面は、X方向又はY方向に対向する面同士が対称的に傾斜しているものとして説明したが、勿論これに限定されるものではなく非対称的な傾斜であってもよく、対向する面の一方が傾斜して他方が傾斜していない形状であってもよい。 Further, although the inner circumferential surface of the accommodating portion 34 and the outer circumferential surface of the engaging portion 22 are symmetrically inclined with respect to the surfaces facing each other in the X direction or the Y direction, the present invention is of course limited to this. Instead, it may be asymmetrically inclined, or it may be a shape in which one of the opposing surfaces is inclined and the other is not inclined.
例えば収容部34の内周面40a、40bの内、図12(a)に示すように一方の内周面40aは傾斜させず、他方の内周面40bのみを傾斜させてもよい。また図12(b)に示すように一方の内周面40aのみを傾斜させてもよく、また図12(c)或いは図12(d)に示すように内周面40a、40bを互いに傾斜角を異ならせて同じ向きに傾斜させてもよい。勿論上記と同様にして係合部22の外周面の傾斜を設定してもよい。 For example, among the inner circumferential surfaces 40a and 40b of the accommodating portion 34, one inner circumferential surface 40a may not be inclined, and only the other inner circumferential surface 40b may be inclined, as shown in FIG. 12(a). Further, as shown in FIG. 12(b), only one inner circumferential surface 40a may be inclined, or the inner circumferential surfaces 40a and 40b may be inclined at an inclination angle to each other as shown in FIG. 12(c) or 12(d). They may be tilted in the same direction with different angles. Of course, the slope of the outer circumferential surface of the engaging portion 22 may be set in the same manner as described above.
また、頭部26bは、頂面に六角穴を有する形状としたが、これに限定されるものではなく、十字穴、スリ割り、矩形状の穴、星形の穴等であってもよい。また頂面に穴を設ける代わりに、外形形状を略四角形状、略六角形状等の異形状としてもよい。 Further, although the head 26b has a shape having a hexagonal hole on the top surface, the present invention is not limited to this, and may be a cross-shaped hole, a slotted hole, a rectangular hole, a star-shaped hole, or the like. Further, instead of providing a hole in the top surface, the outer shape may be an irregular shape such as a substantially square shape or a substantially hexagonal shape.
また、継手10によって連結されるプレキャスト床版1、1は、離間して対向配置されるものに限定されるものではなく、プレキャスト床版1、1間の目地が略無いように、プレキャスト床版1、1同士を接触させて配置してもよい。その場合、図23に示すように受部材20(及び/又は受部材20a)が、対向する受部材20a(及び/又は受部材20)と接触し得るようにX方向の長さを設定してもよい。 Further, the precast floor slabs 1, 1 connected by the joint 10 are not limited to those arranged facing each other at a distance, and the precast floor slabs 1, 1 are arranged so that there are almost no joints between the precast floor slabs 1, 1. 1 and 1 may be placed in contact with each other. In that case, as shown in FIG. 23, the length in the X direction is set so that the receiving member 20 (and/or the receiving member 20a) can come into contact with the opposing receiving member 20a (and/or the receiving member 20). Good too.
次に第二の実施形態に係る継手について説明する。図13は第二の実施形態に係る継手60を示し、(a)は斜視図、(b)は側面図である。以下の説明において、第一の実施形態に継手10の構成と同一の構成には同一の符号を用い、その説明を省略する。また各図においてアンカー部32は必ずしも必要なものではなく、ここでは省略するものとする。 Next, a joint according to a second embodiment will be described. FIG. 13 shows a joint 60 according to a second embodiment, in which (a) is a perspective view and (b) is a side view. In the following description, the same reference numerals are used for the same components as those of the joint 10 in the first embodiment, and the description thereof will be omitted. Further, in each figure, the anchor portion 32 is not necessarily necessary and will be omitted here.
継手60は、第一の実施形態の継手10に対して受部材30、30a同士を嵌入方向に直接係合させる凹凸係合部62を有する点が相違する。凹凸係合部62は、リップ部分34aからX方向に沿って外側に突出し、その端面には上下方向に沿って配列された複数の凹凸が形成されている。 The joint 60 is different from the joint 10 of the first embodiment in that it has a concave-convex engaging portion 62 that directly engages the receiving members 30, 30a with each other in the insertion direction. The concave-convex engaging portion 62 projects outward from the lip portion 34a along the X direction, and has a plurality of concavo-convex portions arranged in the vertical direction on its end surface.
凹凸係合部62は、受部材30、30aの相対位置が所定位置になったとき、互いに噛み合って係合する凹凸を有する。即ち、図14に示すように、凹凸係合部62は、Y方向の一方側のリップ部分34aに形成される凹凸62aと、Y方向の他方側のリップ部分34aに形成される凹凸62bとをそれぞれ有する。凹凸62a、62bは、対向配置された際に凸部が相手側の凹部に嵌合するように、嵌入方向に沿って配置される互いの凸部と凹部の位置が互い違いになるように形成される。 The concave-convex engaging portion 62 has concavities and convexities that mesh and engage with each other when the relative positions of the receiving members 30 and 30a reach a predetermined position. That is, as shown in FIG. 14, the uneven engagement portion 62 has an unevenness 62a formed on the lip portion 34a on one side in the Y direction and an unevenness 62b formed on the lip portion 34a on the other side in the Y direction. Each has its own. The projections and recesses 62a and 62b are formed so that the positions of the projections and recesses arranged along the fitting direction are staggered so that the projections fit into the recesses of the other side when they are arranged facing each other. Ru.
継手60は、上述した第一の実施形態の場合と同様に、受部材30、30aを連結部材20を介して連結して構成される。即ち、上記第一の実施形態と同様に先ず連結部材20を受部材30、30a間に配設し、軸部26に締結方向のトルクを付加する。 The joint 60 is configured by connecting the receiving members 30 and 30a via the connecting member 20, as in the first embodiment described above. That is, as in the first embodiment, the connecting member 20 is first disposed between the receiving members 30 and 30a, and a torque in the fastening direction is applied to the shaft portion 26.
軸部26に螺合している押圧体28が軸部26と共に回転し、押圧体28の長辺部分28bがX方向に平行な向きとなったとき、各受部材30の規制部36に当接し回転が規制される。そして軸部26の締結方向の回転によって、押圧体28が徐々に頭部26b側に移動し、受部材30、30aの下端面34bに当接する。 When the pressing body 28 screwed onto the shaft portion 26 rotates together with the shaft portion 26 and the long side portion 28b of the pressing body 28 is oriented parallel to the X direction, it hits the regulating portion 36 of each receiving member 30. Contact rotation is restricted. As the shaft portion 26 rotates in the fastening direction, the pressing body 28 gradually moves toward the head 26b and comes into contact with the lower end surface 34b of the receiving members 30, 30a.
結果、受部材30、30aと連結部材20が締結される。またプレキャスト床版1、1同士の相対位置が所定位置よりも離間している場合は、収容部34内に係合部22が嵌入していくことで、プレキャスト床版1及び受部材30を所定位置に移動させ、位置決めを行うことができる。そしてプレキャスト床版1及び受部材30が所定位置に移動したとき、凹凸係合部62の凹凸が互いに噛み合って受部材30、30aが嵌入方向に係合する。 As a result, the receiving members 30, 30a and the connecting member 20 are fastened together. In addition, if the relative positions of the precast floor slabs 1 and 1 are apart from each other than a predetermined position, the engagement portion 22 fits into the housing portion 34 to hold the precast floor slab 1 and the receiving member 30 in the predetermined position. It is possible to move it to a certain position and perform positioning. When the precast floor slab 1 and the receiving member 30 are moved to a predetermined position, the unevenness of the uneven engaging portion 62 engages with each other, and the receiving members 30 and 30a are engaged in the insertion direction.
このように、凹凸係合部62を形成したことで、プレキャスト床版1、1を嵌入方向即ち、XY平面に直交方向に沿う外力に対する接合強度が向上し、継手60自体の強度を向上させることができる。 By forming the uneven engagement portions 62 in this way, the strength of joining the precast slabs 1, 1 against external forces along the insertion direction, that is, the direction orthogonal to the XY plane is improved, and the strength of the joint 60 itself is improved. I can do it.
なお、凹凸係合部62の凹凸形状は、特に限定されるものではなく、例えば、図15(a)に示す略三角形状、図15(b)に示す略波形状、図15(c)に示す凹凸の噛み合う側面(凹凸同士の接触面)がX方向に平行な凹凸形状、図15(d)に示す先鋭状で且つ、凹凸同士の接触面が基端から中途部分までX方向に平行な凹凸形状等、適宜設定し得る。但し、受部材30同士の上下方向の位置が揃っていない場合には、凸部を凹部内に進入し易くさせるために、凹部の開口を広くし且つ凸部の先端を細くした形状に設定するのが好ましい。 Note that the uneven shape of the uneven engaging portion 62 is not particularly limited, and may be, for example, approximately triangular as shown in FIG. 15(a), approximately wavy as shown in FIG. 15(b), or as shown in FIG. The meshing side surfaces of the unevenness (contact surfaces between the unevenness) shown in FIG. The uneven shape etc. can be set as appropriate. However, if the positions of the receiving members 30 are not aligned in the vertical direction, the opening of the recess is widened and the tip of the projection is set to a narrow shape in order to make it easier for the projection to enter the recess. is preferable.
また、上述した各実施形態において、軸部26の頭部26bが架橋部24に当接するものとして説明したが、勿論これに限定するものではなく、頭部26bが収容部34の下端面34bに当接し得る向きに軸部26を配設してもよい。即ち、架橋部24に対して軸部26を上下逆向きに挿入してもよい。その場合、頭部26bは押圧体28に相当する形状となるように、短辺部分28a、長辺部分28bを有する略長方形状を成すように形成する。このようにすれば頭部26bが規制部36に当接し、締結方向の回転が規制され、更に押圧体28を架橋部24側で軸部26に螺合し、押圧体28を締結方向に回転させることで、受部材30、30aと連結部材20とを締結することができる。この場合は、押圧体28の代わりに六角ナット等の雌ねじ体を用いても好いことは言うまでもない。 Further, in each of the above-described embodiments, the head 26b of the shaft portion 26 is in contact with the bridge portion 24, but the present invention is not limited to this, and the head 26b is in contact with the lower end surface 34b of the accommodating portion 34. The shaft portion 26 may be arranged in such a direction that it can make contact. That is, the shaft portion 26 may be inserted into the bridge portion 24 upside down. In that case, the head 26b is formed into a substantially rectangular shape having a short side portion 28a and a long side portion 28b so as to correspond to the shape of the pressing body 28. In this way, the head 26b comes into contact with the regulating part 36, and the rotation in the fastening direction is restricted, and further, the pressing body 28 is screwed onto the shaft part 26 on the bridging part 24 side, and the pressing body 28 is rotated in the fastening direction. By doing so, the receiving members 30, 30a and the connecting member 20 can be fastened together. In this case, it goes without saying that a female threaded body such as a hexagonal nut may be used instead of the pressing body 28.
また、軸部26を上下逆向きに挿入する場合、頭部26bが下端面34bに当接し得る形状であれば、必ずしも規制部36に接触する形状でなくてもよい。その場合、例えば軸部26の先端部に十字穴やスリ割り等の工具が係合する溝等を形成する。そして軸部26に螺合させた雌ねじ体を架橋部24に当接させた状態で固定し、軸部26を工具等を介して締結方向に回転させることで、受部材30、30aと連結部材20とを締結する。 Further, when inserting the shaft portion 26 upside down, the head portion 26b does not necessarily have to be shaped to contact the regulating portion 36 as long as it can come into contact with the lower end surface 34b. In that case, for example, a groove or the like is formed at the tip of the shaft portion 26 to be engaged with a tool such as a cross recess or a slit. Then, the female threaded body screwed onto the shaft portion 26 is fixed in contact with the bridge portion 24, and the shaft portion 26 is rotated in the fastening direction using a tool or the like, thereby connecting the receiving members 30, 30a and the connecting member. 20 will be concluded.
また、軸部26の雄ねじ部26aに押圧体28を螺合させる場合を例に説明したが、勿論これに限定されるものではなく、軸部26と押圧体28とが一体となっていても好い。この場合、軸部26と共に押圧体28が所定角度回転可能で、且つ、押圧体28を軸方向に変位可能に構成することが好ましい。 Further, although the case where the pressing body 28 is screwed into the male threaded portion 26a of the shaft portion 26 has been described as an example, the present invention is not limited to this, and the shaft portion 26 and the pressing body 28 may be integrated. good. In this case, it is preferable that the pressing body 28 is configured to be rotatable by a predetermined angle together with the shaft portion 26 and to be displaceable in the axial direction.
例えば図16(a)に示すように軸部26を架橋部24の挿通孔に摺動可能に挿通させ、また頭部26bの端面が架橋部24から軸方向に離間するように付勢する付勢部材70を設ける。これによって押圧体28が段部38に干渉しない位置で、軸部26と共に回転し得、且つ、連結部材20に当接する。即ち、軸部26を押圧して、付勢部材70に抗する向きに摺動させつつ、長辺部分28bがX方向と平行となるように軸部26を回転させる。そして、軸部26の押圧を解放して、付勢部材70により軸部26を付勢させれば、図16(b)に示すように押圧体28が下端面34bに当接する。 For example, as shown in FIG. 16(a), the shaft portion 26 is slidably inserted into the insertion hole of the bridge portion 24, and the end surface of the head portion 26b is biased so as to be separated from the bridge portion 24 in the axial direction. A force member 70 is provided. As a result, the pressing body 28 can rotate together with the shaft portion 26 at a position where it does not interfere with the stepped portion 38, and comes into contact with the connecting member 20. That is, while pressing the shaft portion 26 and sliding it in a direction against the biasing member 70, the shaft portion 26 is rotated so that the long side portion 28b is parallel to the X direction. Then, when the pressure on the shaft portion 26 is released and the urging member 70 urges the shaft portion 26, the pressing body 28 comes into contact with the lower end surface 34b as shown in FIG. 16(b).
また、連結部材20は、X方向の両側にそれぞれ一つずつ係合部22を配設、即ち架橋部24を境界に一対一で係合部22を配設した構成を例に説明したが、勿論係合部22の数は限定されるものではなく、架橋部24を境界に一対複数で配設してもよい。例えば、図17(a)に示すように、X方向の一方の端部に一つの係合部22、他方の端部に二つの係合部22を配設してもよい。なお係合部22は、図17(b)に示すように軸部26を中心とした放射状に形成してもよい。 In addition, the connecting member 20 has been described using as an example a configuration in which one engaging portion 22 is disposed on each side in the X direction, that is, the engaging portions 22 are disposed one-on-one with the bridge portion 24 as a boundary. Of course, the number of engaging portions 22 is not limited, and a plurality of engaging portions 22 may be provided at the boundary of the bridge portions 24. For example, as shown in FIG. 17(a), one engaging portion 22 may be provided at one end in the X direction, and two engaging portions 22 may be provided at the other end. Note that the engaging portions 22 may be formed radially around the shaft portion 26 as shown in FIG. 17(b).
また、係合部22は、架橋部24を境界に複数対複数で配設してもよい。例えば、図18(a)、(b)に示すようにX方向の一方の端部に二つの係合部22、他方の端部に二つの係合部22を配設してもよく、図18(c)に示すようにX方向の一方の端部に三つの係合部22、他方の端部に二つの係合部22を配設してもよい。 Further, the engaging portions 22 may be arranged in a plurality-to-multiple manner with the bridging portion 24 as a boundary. For example, as shown in FIGS. 18(a) and 18(b), two engaging portions 22 may be provided at one end in the X direction, and two engaging portions 22 may be provided at the other end. As shown in FIG. 18(c), three engaging portions 22 may be provided at one end in the X direction, and two engaging portions 22 may be provided at the other end.
また、軸部26から係合部22までの距離はX方向の両側で等距離に設定してもよいが、図19に示すように異なる距離に設定してもよいことは言うまでもない。 Further, the distance from the shaft portion 26 to the engaging portion 22 may be set equal on both sides in the X direction, but it goes without saying that it may be set to different distances as shown in FIG. 19.
また、上述の実施形態において、収容部34の内周に係合部22が密着するものとして説明したが、少なくとも、収容部34内で係合部22が係合し得るものであれば、収容部34の内周空間が係合部22よりも大きくなるように設定してもよい。そのようにすれば、収容部34の内周面40a~40dと係合部22との間に隙間が生じるので、受部材の取付対象部材同士の相対位置が所定範囲内に収まるような位置決めを行うことができる。 In addition, in the above-described embodiment, the engaging part 22 was described as being in close contact with the inner circumference of the accommodating part 34, but at least if the engaging part 22 can be engaged within the accommodating part 34, The inner peripheral space of the portion 34 may be set to be larger than the engaging portion 22. If this is done, a gap will be created between the inner circumferential surfaces 40a to 40d of the accommodating part 34 and the engaging part 22, so positioning must be performed so that the relative positions of the members to which the receiving members are attached are within a predetermined range. It can be carried out.
また、位置決めの過程において、収容部34内に進入している係合部22の位置によって受部材30、30a間の距離が定まるので、これを利用して、プレキャスト床版1、1間に注入される硬化性流動体にプレストレスならぬポストストレスともいうべき加圧力を付与することができる。具体的には予めプレキャスト床版1、1同士が所定位置よりも離間し且つ連結部材20の係合部22を収容部34の最奥部まで嵌入しない状態を仮組み状態とする。また、連結部材20の係合部22を最奥部まで嵌入した状態を本組み状態とし、仮組み状態のときにプレキャスト床版1、1間に硬化性流動体を注入する。そして、一定以上の硬度まで硬化した後、本組み状態に移行させれば、連結部材20の係合部22が、図20に示すように、内周面40aを押圧し、プレキャスト床版1、1間の硬化性流動体に圧縮向きの加圧力を付与することができる。
勿論、プレキャスト床版1、1同士を所定位置よりも近接させた状態を仮組み状態としてもよいことは言うまでもない。
In addition, in the process of positioning, the distance between the receiving members 30 and 30a is determined by the position of the engaging part 22 that has entered into the housing part 34. It is possible to apply a pressing force, which can be called post-stress rather than pre-stress, to the curable fluid. Specifically, a state in which the precast floor slabs 1, 1 are spaced apart from each other from a predetermined position and the engaging portion 22 of the connecting member 20 is not inserted into the innermost part of the accommodating portion 34 is defined as a temporarily assembled state. Further, a state in which the engaging portion 22 of the connecting member 20 is inserted to the innermost part is a fully assembled state, and a curable fluid is injected between the precast floor slabs 1 and 1 during the temporary assembled state. After hardening to a certain level of hardness, when the state is moved to the main assembly state, the engaging portion 22 of the connecting member 20 presses the inner peripheral surface 40a as shown in FIG. 20, and the precast floor slab 1, A compression force can be applied to the curable fluid between 1 and 2.
Of course, it goes without saying that the precast floor slabs 1, 1 may be temporarily assembled in a state in which they are brought closer to each other than a predetermined position.
また、本発明においては、架橋部のX方向の長さに対応して受部材30、30a間の距離が定まるため、架橋部の長さが異なる複数の連結部材を付け替えることで、連結されているプレキャスト床版1、1間の空隙(目地代)に注入された硬化性流動体に対してプレストレスの付与が可能である。 Further, in the present invention, since the distance between the receiving members 30 and 30a is determined according to the length of the bridge portion in the X direction, the connection can be made by replacing a plurality of connecting members having different lengths of the bridge portion. It is possible to apply prestress to the curable fluid injected into the gap (joint allowance) between the precast slabs 1 and 1.
具体的には、短尺の連結部材(短尺連結部材82という。)と、長尺の本組み用の長尺の連結部材(長尺連結部材82という。)とを用いる。ここで長尺連結部材82は、短尺連結部材80の短尺架橋部80aよりもX方向の長さが長い長尺架橋部82aを有する。更に、長尺架橋部82aは、短尺架橋部80aが弾性変形域で伸長可能なX方向の伸び量分だけ短尺架橋部80aよりも長くなるように、X方向の長さが設定される。 Specifically, a short connecting member (referred to as short connecting member 82) and a long connecting member for main assembly (referred to as long connecting member 82) are used. Here, the long connecting member 82 has a long bridge portion 82a that is longer in the X direction than the short bridge portion 80a of the short connecting member 80. Further, the length of the long bridge portion 82a in the X direction is set such that the length of the long bridge portion 82a is longer than the short bridge portion 80a by the amount of elongation in the X direction that the short bridge portion 80a can stretch in the elastic deformation region.
プレキャスト床版1、1同士を複数の継手10によって連結する。ここで図21は、連結部材の組み替えによりプレストレスを与える手順を示す図であり、図21(a)に示すプレキャスト床版1、1は、三つの継手10により連結される。即ち、各プレキャスト床版1は、Y方向に沿って略等間隔に三つの受部材30(又は受部材30a)を並列させて配置する。プレキャスト床版1、1は、短尺連結部材82を用いた受部材30、30aの連結により、位置決めされる。 Precast floor slabs 1, 1 are connected to each other by a plurality of joints 10. Here, FIG. 21 is a diagram showing a procedure for applying prestress by rearranging the connecting members, and the precast floor slabs 1, 1 shown in FIG. 21(a) are connected by three joints 10. That is, each precast floor slab 1 has three receiving members 30 (or receiving members 30a) arranged in parallel at substantially equal intervals along the Y direction. The precast floor slabs 1, 1 are positioned by connecting the receiving members 30, 30a using the short connecting members 82.
次に、複数の継手10の内、Y方向の両端に位置する継手10から短尺連結部材82を取り外し、長尺連結部材80に組み替える。従って図21(b)に示すY方向の中間位置にある継手10の短尺連結部材82は、X方向に引張力を受けて弾性変形域で引き伸ばされた状態となり、これを仮組みの状態とする。 Next, the short connecting members 82 are removed from the joints 10 located at both ends in the Y direction among the plurality of joints 10 and replaced with the long connecting members 80. Therefore, the short connecting member 82 of the joint 10 at the intermediate position in the Y direction shown in FIG. 21(b) receives a tensile force in the X direction and is stretched in the elastic deformation region, and this is a temporarily assembled state. .
この仮組みの状態で、プレキャスト床版1、1間の空隙に硬化性流動体を注入する。なお、硬化性流動体の長尺連結部材80への付着を防止するため、予め長尺連結部材80の周囲に被覆カバーや板材等の付着防止部材を配してもよい。 In this temporarily assembled state, a curable fluid is injected into the gap between the precast slabs 1, 1. Note that in order to prevent the curable fluid from adhering to the elongated connecting member 80, an adhesion prevention member such as a cover or a plate may be placed around the elongated connecting member 80 in advance.
そして、硬化性流動体が一定以上の硬度で硬化して硬化体となった後、図21(c)に示す両端の継手10から長尺連結部材80を取外して短尺連結部材82に組み替えて本組みされる。これによって硬化体内部では、組み替え時に予め引き延ばされていた短尺連結部材82が元の長さに復帰しようとする力が作用し、硬化体に圧縮力を付与し、プレストレスを付与することができる。これによって硬化体を補強することができる。 After the curable fluid hardens to a hardness above a certain level and becomes a hardened body, the long connecting members 80 are removed from the joints 10 at both ends as shown in FIG. 21(c) and replaced with short connecting members 82. be assembled. As a result, within the cured body, a force acts on the short connecting members 82 that have been stretched in advance at the time of reassembly to return to their original length, applying compressive force to the cured body and imparting prestress. I can do it. This allows the cured product to be reinforced.
なお、プレストレスを付与した後は、短尺連結部材82を露出させたままにしてもよいが、硬化性流動体を注入してプレキャスト床版1、1と面一になるようにプレキャスト床版1、1間の目地を塞いでもよい。また、プレキャスト床版1、1同士を連結するための継手10の数は、特に限定されるものではなく、二つの継手10で連結してもよく、四つ以上の継手で連結してもよい。また、短尺連結部材82を仮組み用とし、長尺連結部材80を本組み用としてもよい。 Note that after applying prestress, the short connecting members 82 may be left exposed, but the precast floor slabs 1 are injected with a curable fluid so that they are flush with the precast floor slabs 1, 1. , 1 may be closed. Further, the number of joints 10 for connecting the precast floor slabs 1, 1 is not particularly limited, and they may be connected using two joints 10, or may be connected using four or more joints. . Further, the short connecting member 82 may be used for temporary assembly, and the long connecting member 80 may be used for main assembly.
また複数の継手10と他の構造のコッター継手とでプレキャスト床版1、1を連結してもよい。少なくとも継手10によるプレキャスト床版1、1同士の位置決めが可能であれば、継手10及びコッター継手の各々の数量や配置は適宜設定し得る。例えば、継手10とコッター継手とを交互に配するような配置や、プレキャスト床版1のY方向の両端側に継手10を位置させて継手10間にコッター継手を配するような配置、継手10を中央部に位置させ、その両側にコッター継手を配するような配置等であってもよい。 Further, the precast slabs 1, 1 may be connected by a plurality of joints 10 and cotter joints of other structures. As long as the precast slabs 1, 1 can be positioned with respect to each other at least by the joint 10, the number and arrangement of each of the joints 10 and cotter joints can be set as appropriate. For example, an arrangement in which the joints 10 and cotter joints are arranged alternately, an arrangement in which the joints 10 are located at both ends of the precast floor slab 1 in the Y direction and a cotter joint is arranged between the joints 10, a joint 10 It may be arranged such that the cotter joint is located in the center and cotter joints are arranged on both sides thereof.
また、上述した各実施形態において、軸部26を締結方向に回転させることで発生した軸力によって係合部22が収容部34に嵌入するように連結部材20を押圧したが、勿論、連結部材20から軸部26を省略し、ハンマー等の工具によって連結部材20を直接押圧し得るようにしても好い。 Further, in each of the embodiments described above, the connecting member 20 is pressed by the axial force generated by rotating the shaft portion 26 in the fastening direction so that the engaging portion 22 fits into the housing portion 34. The shaft portion 26 may be omitted from the connecting member 20 so that the connecting member 20 can be directly pressed with a tool such as a hammer.
また、上述した各実施形態において、架橋部24に形成される挿通孔は、軸部26が挿入し得る孔であれば、貫通孔に限定するものではない。例えば、図22(a)に示すように、非貫通の挿通孔86を架橋部24の下端面に穿孔させてもよい。その場合、軸部としての雄ねじピン88を架橋部24の下側から挿通孔86に挿入して固定する。具体的には、挿通孔86の内周面に雌ねじ螺旋条を設け、更に雄ねじピン88に雌ねじ螺旋条に螺合する雄ねじ螺旋溝を形成した雄ねじ部88aと、雄ねじ部88aの基端に設けた頭部88bを設ける。そして図22(b)に示すように雄ねじピン88を挿通孔86に螺合させ、頭部88bを下端面34bに当接させて連結部材20と受部材30、30aとを締結して継手を構成する。 Further, in each of the embodiments described above, the insertion hole formed in the bridge portion 24 is not limited to a through hole as long as it is a hole into which the shaft portion 26 can be inserted. For example, as shown in FIG. 22(a), a non-penetrating insertion hole 86 may be formed in the lower end surface of the bridge portion 24. In that case, a male threaded pin 88 serving as a shaft portion is inserted into the insertion hole 86 from below the bridge portion 24 and fixed. Specifically, a female threaded spiral groove is provided on the inner circumferential surface of the insertion hole 86, and a male threaded portion 88a is provided at the base end of the male threaded portion 88a. A head portion 88b is provided. Then, as shown in FIG. 22(b), the male threaded pin 88 is screwed into the insertion hole 86, the head 88b is brought into contact with the lower end surface 34b, and the connecting member 20 and the receiving members 30, 30a are fastened to complete the joint. Configure.
また、受部材30、30aの形状は、特に限定されるものではない。例えば、図24に示すように平面視外形が略楔形を成していてもよい。即ち、X方向におけるリップ部分34a及び内周面40aが設けられたX方向の一端側の幅a1が、X方向の他端側(内周面40b側)の幅a2よりも狭まる楔形状としてもよい。このような楔形状の受部材30、30aを採用すれば、プレキャスト床版内において、プレキャスト床版との間において、X方向の引張りに対する引張抵抗力が向上する。従って受部材30、30aとプレキャスト床版とが更に強固に固定される。 Further, the shape of the receiving members 30, 30a is not particularly limited. For example, as shown in FIG. 24, the outer shape in plan view may be approximately wedge-shaped. That is, the width a1 at one end in the X direction where the lip portion 34a and the inner circumferential surface 40a are provided is narrower than the width a2 at the other end (inner circumferential surface 40b side) in the X direction. good. If such wedge-shaped receiving members 30, 30a are employed, the tensile resistance against tension in the X direction is improved within the precast deck slab and between the receiving members 30 and 30a in the X direction. Therefore, the receiving members 30, 30a and the precast floor slab are fixed even more firmly.
また、受部材30、30aに設けられるアンカー部32は、受部材30、30aと一体的に設けられたものであっても、別体のものであっても好い。別体のアンカー部32の形状は、特に限定されるものではなく、異形棒鋼、ねじ節鉄筋、丸棒、U字鉄筋、板状等、素材や形状は適宜設定し得る。
勿論、一体的なアンカー部32とする場合であっても、その形状は特に限定されるものではないことは言うまでもない。
Moreover, the anchor part 32 provided in the receiving members 30, 30a may be provided integrally with the receiving members 30, 30a, or may be separate. The shape of the separate anchor portion 32 is not particularly limited, and the material and shape may be appropriately set, such as a deformed steel bar, threaded reinforcing bar, round bar, U-shaped reinforcing bar, plate shape, etc.
Of course, even if the anchor part 32 is integrated, its shape is not particularly limited.
別体のアンカー部32を、受部材30、30aに配設する場合、受部材30、30aにアンカー配設溝を設けてアンカー部32を嵌合させて固定することが好ましい。勿論、アンカー部32及び受部材30、30a間に溶接、溶着、接着等の他の固定手段を施してもよい。また、アンカー部32の挿入端を雄ねじ形状にし、受部材30、30aのアンカー配設溝の内周面を雌ねじ形状にしてアンカー部32を受部材30、30aに螺合させることで、アンカー部32を固定してもよい。 When disposing the separate anchor part 32 on the receiving members 30, 30a, it is preferable to provide an anchor arrangement groove in the receiving members 30, 30a, and to fit and fix the anchor part 32 therein. Of course, other fixing means such as welding, welding, adhesion, etc. may be applied between the anchor portion 32 and the receiving members 30, 30a. In addition, by making the insertion end of the anchor part 32 into a male thread shape and making the inner peripheral surface of the anchor arrangement groove of the receiving members 30, 30a into a female thread shape and screwing the anchor part 32 into the receiving members 30, 30a, the anchor part 32 can be screwed into the receiving members 30, 30a. 32 may be fixed.
また、受部材30、30aは、互いに別体に形成された複数の部分体によって構成し、当該部分体間でアンカー部32を挟持して固定してもよい。例えば、図25に示すように、受部材30を互いに別体の二つの部分体100、102によって構成する。ここでは受部材30について説明するが、受部材30aについても同様に構成し得ることは言うまでもない。受部材30は、リップ部分34aに対してX方向の反対側の面の中央部にアンカー配設溝104を有する。 Further, the receiving members 30, 30a may be configured by a plurality of partial bodies formed separately from each other, and the anchor portion 32 may be clamped and fixed between the partial bodies. For example, as shown in FIG. 25, the receiving member 30 is constituted by two separate parts 100 and 102. Although the receiving member 30 will be explained here, it goes without saying that the receiving member 30a can also be configured in the same way. The receiving member 30 has an anchor arrangement groove 104 in the center of the surface opposite to the lip portion 34a in the X direction.
部分体100、102は、XY平面に直交し、X方向に平行な結合面106をそれぞれ有し、結合面106を合わせ面にして互いに結合する。また部分体100、102には、各々の係合面106にアンカー配設溝104を構成する凹部及び/又は溝の内周面が形成される。従ってアンカー配設溝104は、複数の部分体100、102の結合によって構成される。 The partial bodies 100 and 102 each have a bonding surface 106 that is perpendicular to the XY plane and parallel to the X direction, and are bonded to each other using the bonding surface 106 as a mating surface. Further, in the partial bodies 100 and 102, an inner circumferential surface of a recess and/or groove constituting the anchor arrangement groove 104 is formed on each engagement surface 106. Therefore, the anchor installation groove 104 is formed by combining the plurality of partial bodies 100 and 102.
部分体100、102の結合は、ボルト締結により行う。従って部分体100、102に各々に形成されたY方向に貫通する貫通孔(不図示)を連通し、連通する貫通孔にボルトを挿通させて該ボルトにナットを締結することで、部分体100、102を結合させる。 The partial bodies 100 and 102 are connected by bolts. Therefore, by communicating the through holes (not shown) formed in each of the partial bodies 100 and 102 and penetrating in the Y direction, inserting a bolt into the communicating through hole, and fastening a nut to the bolt, the partial body 100 , 102 are combined.
なお、部分体100、102の結合手段は、ボルト締結に限定されるものではなく、カシメやリベット締結であってもよい。また接着、溶着、溶接、嵌合又はこれらを組み合わせた結合手段を用いてもよい。
また、結合面106は、略平面状に限定するものではなく、図26(a)に示す略凹凸面状、図26(b)に示す凹凸が山形となっている略山形形状、図26(c)に示す凹凸が湾曲した略波形形状等、何れの形状であってもよい。
Note that the means for connecting the partial bodies 100 and 102 is not limited to bolt fastening, but may be caulking or rivet fastening. Furthermore, bonding means such as adhesion, welding, welding, fitting, or a combination of these may be used.
Furthermore, the bonding surface 106 is not limited to a substantially planar shape, but may have a substantially uneven surface shape as shown in FIG. It may have any shape, such as a substantially wave-like shape in which the unevenness shown in c) is curved.
結合面106に凹凸を形成した場合、互いの凹凸を嵌合させれば結合面106間の摩擦力及び/又は嵌合力が増加するので、部分体100、102は、XY平面に直交する方向に沿って摺動したり、ずれたりするのを抑止することができる。また部分体100、102の結合前に、各結合面106の凹凸を嵌合させ、位置合わせを容易に行うことができる。 When unevenness is formed on the coupling surface 106, the frictional force and/or the fitting force between the coupling surfaces 106 will increase if the unevenness is fitted into each other, so that the partial bodies 100, 102 are moved in a direction perpendicular to the XY plane. It is possible to prevent it from sliding along or shifting. Furthermore, before joining the partial bodies 100 and 102, the unevenness of each joining surface 106 can be fitted to facilitate positioning.
また、結合面106にはローレット等の微小凹凸や、粗面等の微小凹凸面状に形成してもよく、これによっても結合面106間の摩擦力及び/又は嵌合力が増加するので、部分体100、102は、XY平面に直交する方向に沿って摺動したり、ずれたりするのを抑止することができる。
また、部分体100の結合面106に一つ又は複数の凹部を設け、部分体102の結合面106に一つ又は複数の凸部を設け、凹部に凸部を嵌合させて位置合わせを行ってもよい。また、結合面106は、一部を平面状、その他の部分を微小凹凸面状や、図26(a)~(c)等に示す凹凸面状とした面形状であってもよい。
Further, the joining surface 106 may be formed with minute irregularities such as knurling or a rough surface, etc. This also increases the frictional force and/or the fitting force between the joining surfaces 106, so that the The bodies 100 and 102 can be prevented from sliding or shifting along the direction perpendicular to the XY plane.
Further, one or more recesses are provided on the joint surface 106 of the partial body 100, one or more convex portions are provided on the joint surface 106 of the partial body 102, and the convex portion is fitted into the recess to perform alignment. It's okay. Further, the bonding surface 106 may have a surface shape in which a part is planar and the other part is a slightly uneven surface, or an uneven surface as shown in FIGS. 26(a) to 26(c).
また、受部材30における結合面106の位置は、図25に示すような、Y方向における略中心位置
に限定されるものではなく、図27(a)に示すようにアンカー配設溝104のY方向の一方の端面に沿う位置であってもよい。また、図27(b)に示すように結合面106をXY平面と平行面を成すように設定してもよいことは言うまでもない。
Further, the position of the coupling surface 106 in the receiving member 30 is not limited to the approximate center position in the Y direction as shown in FIG. 25, but as shown in FIG. The position may be along one end face of the direction. Furthermore, it goes without saying that the bonding surface 106 may be set to be parallel to the XY plane as shown in FIG. 27(b).
また、アンカー配設溝104の内部形状は、適宜設定し得るものであるが、アンカー部32が嵌る形状であることが好ましい。即ちアンカー部32が外周面に節やリブ等の突起を有する所謂異形棒鋼である場合は、図28(a)に示すようにアンカー配設溝104の内周面には、アンカー部32の突起を嵌合させて該突起に係合する凹部を設ける。またアンカー部32がU字に湾曲した鉄筋の場合は、図28(b)に示すようにアンカー配設溝104をU字に形成する。またアンカー部32の挿入端が拡幅形状である場合は、図28(c)に示すようにアンカー配設溝104の開口を開口縁からX方向の奥側に向かって拡がるように形成する。このように受部材30を部分体100、102によって構成した場合、アンカー配設溝104の形状を適宜設定することができる。 Further, the internal shape of the anchor arrangement groove 104 can be set as appropriate, but it is preferably a shape into which the anchor portion 32 fits. That is, when the anchor part 32 is a so-called deformed steel bar having protrusions such as knots and ribs on the outer circumferential surface, the protrusions of the anchor part 32 are formed on the inner circumferential surface of the anchor groove 104 as shown in FIG. 28(a). A recess is provided to fit and engage the protrusion. Further, when the anchor portion 32 is a reinforcing bar curved in a U-shape, the anchor arrangement groove 104 is formed in a U-shape as shown in FIG. 28(b). Furthermore, when the insertion end of the anchor portion 32 has a widened shape, the opening of the anchor placement groove 104 is formed so as to widen from the opening edge toward the back side in the X direction, as shown in FIG. 28(c). When the receiving member 30 is constituted by the partial bodies 100 and 102 in this manner, the shape of the anchor groove 104 can be set as appropriate.
また、受部材30に対して配設するアンカー部32の数は、一本に限定されるものではなく、複数本としても好く、その場合にはアンカー配設溝104は、アンカー部32の本数に応じて複数形成する。 Further, the number of anchor portions 32 disposed on the receiving member 30 is not limited to one, and may preferably be a plurality of anchor portions. In that case, the anchor placement groove 104 is Form multiple pieces depending on the number of pieces.
また、複数の部分体100、102によりアンカー配設溝104を構成するものとして説明したが、これに限定するものではなく、例えば一つの部分体100にアンカー配設溝104を設けるようにしてもよい。勿論アンカー部32が複数の場合は、部分体100、102毎にアンカー配設溝104を設けてもよい。
また、上述した各実施形態において、収容部34を凹形状として説明したが、勿論、収容部34を受部材30、30aを貫通する穴形状としてもよい。
Furthermore, although the anchor arrangement groove 104 has been described as being constituted by a plurality of partial bodies 100 and 102, the present invention is not limited to this. For example, the anchor arrangement groove 104 may be provided in one partial body 100. good. Of course, if there are a plurality of anchor parts 32, the anchor arrangement groove 104 may be provided for each partial body 100, 102.
Further, in each of the embodiments described above, the accommodating portion 34 has been described as having a concave shape, but of course the accommodating portion 34 may have a hole shape that penetrates the receiving members 30 and 30a.
また、連結部材20と受部材30、30aとの固定を軸部26の締結によって行ったが、更に受部材30、30a内の係合部22を収容部34の底部側に押圧する別部材を配して連結部材20と受部材30、30aとの強固な固定を図っても好い。例えば、収容部34の開口に嵌合する別部材としての蓋部材を配置する。図29に示すように、蓋部材120は、収容部34の開口縁部(設置部)に嵌る概形で、且つ嵌入方向の一端部が係合部22を押圧し得るように収容部34内に突出する。このように蓋部材120を、収容部34の開口縁部に嵌着させることで、収容部34を閉塞しつつ、係合部22を押さえることができる。 Further, although the connecting member 20 and the receiving members 30, 30a are fixed by fastening the shaft portion 26, a separate member is additionally provided to press the engaging portion 22 in the receiving member 30, 30a toward the bottom side of the housing portion 34. It is also possible to firmly fix the connecting member 20 and the receiving members 30, 30a by disposing them. For example, a lid member as a separate member that fits into the opening of the accommodating portion 34 is arranged. As shown in FIG. 29, the lid member 120 has a general shape that fits into the opening edge (installation part) of the accommodating part 34, and is inserted into the accommodating part 34 so that one end in the fitting direction can press the engaging part 22. stand out. By fitting the lid member 120 onto the opening edge of the accommodating portion 34 in this manner, the engaging portion 22 can be pressed while closing the accommodating portion 34 .
蓋部材120をより強固に収容部34に固定するため、蓋部材120と収容部34とを締結させてもよい。即ち、蓋部材120の外周面に雄ねじ領域を形成し、収容部34の開口縁部側の内周面に雌ねじ領域を形成し、蓋部材120を収容部34に螺合させて固定してもよい。 In order to more firmly fix the lid member 120 to the housing portion 34, the lid member 120 and the housing portion 34 may be fastened together. That is, even if a male screw region is formed on the outer circumferential surface of the lid member 120 and a female screw region is formed on the inner peripheral surface on the opening edge side of the accommodating portion 34, the lid member 120 is screwed and fixed to the accommodating portion 34. good.
例えば、図30(a)に示すように、収容部34には、開口端(上端部)に形成された、円形状の内周を有し、周面に雌ねじ螺旋条を具える雌ねじ領域130を形成する。なお、雌ねじ領域130は、収容部34に嵌入される係合部22に干渉しないように、収容部34における係合部22が嵌る領域よりも拡径した孔形状を有する。 For example, as shown in FIG. 30(a), the accommodating portion 34 has a female thread region 130 formed at the open end (upper end), which has a circular inner periphery and has a female thread spiral thread on the peripheral surface. form. Note that the female thread region 130 has a hole shape that is larger in diameter than the region of the accommodating portion 34 into which the engaging portion 22 is fitted so as not to interfere with the engaging portion 22 that is fitted into the accommodating portion 34 .
一方で蓋部材120の雄ねじ領域は、円柱形状を成す雄ねじ領域122と、軸方向に突出する突部124とを有する。雄ねじ領域122は、外周に雌ねじ領域130の雌ねじ螺旋条と螺合する雄ねじ螺旋溝を有する。突部124は、雄ねじ領域122よりも先端側に配され、軸方向に突出する。
従って図30(b)に示すように雄ねじ領域122を雌ねじ領域130に締結させることで、突部124が係合部22に当接するので、蓋部材120は、収容部34を閉塞しつつ、係合部22に対して下向きの押圧力を付与することができる。なお、雄ねじ領域122及び雌ねじ領域130の長さは適宜設定し得る。
On the other hand, the male threaded region of the lid member 120 includes a male threaded region 122 having a cylindrical shape and a protrusion 124 that projects in the axial direction. The male thread region 122 has a male thread helical groove on its outer periphery that engages with the female thread thread of the female thread region 130 . The protrusion 124 is disposed on the distal end side of the male thread region 122 and protrudes in the axial direction.
Therefore, by fastening the male threaded region 122 to the female threaded region 130 as shown in FIG. A downward pressing force can be applied to the joining portion 22. Note that the lengths of the male thread region 122 and the female thread region 130 can be set as appropriate.
なお、突部124の突出長さは、特に限定されるものではないが、蓋部材120を収容部34に締結させ固定した際に、突部124が係合部22を圧迫するように設定すれば、蓋部材120の締め付けによって係合部22に付与する押圧力を制御することが可能である。
また、上記においては蓋部材120と収容部34とを締結し固定したが、接着、溶接、溶着等の他の固定手段を用いても好い。
また、蓋部材120が収容部34に対して水密又は液密に嵌合し得るように、蓋部材120にシール部材を設けても好い。
Note that the protrusion length of the protrusion 124 is not particularly limited, but it should be set so that the protrusion 124 presses the engagement portion 22 when the lid member 120 is fastened and fixed to the accommodating portion 34. For example, it is possible to control the pressing force applied to the engaging portion 22 by tightening the lid member 120.
Further, in the above description, the lid member 120 and the accommodating portion 34 are fastened and fixed, but other fixing means such as adhesion, welding, and welding may be used.
Further, a sealing member may be provided on the lid member 120 so that the lid member 120 can fit into the housing portion 34 in a water-tight or liquid-tight manner.
図31は、他の継手の構成を示す斜視図であり、ここで継手200は、略円錐形状の収容部212を有する受部材210、210aと、略円錐形状の係合部222を有する連結部材220を具える。受部材210、210aは、X方向に沿って外側に突出する凹凸係合部214、214aを有し、凹凸係合部214、214aは、互いに噛み合うことでZ方向に係合可能な凹凸を有する。従って受部材210、210aは、凹凸係合部214、214aが噛み合って係合したとき、互いの相対位置が所定位置となる。収容部212は、上部が開口しており、開口部近傍の内周面には蓋部材230を設置するための雌ねじ螺旋条が配されている。即ち、収容部212は、雄ねじ螺旋溝を外周面に有する蓋部材230が螺合、固定し得るように内周面の形状が設定される。 FIG. 31 is a perspective view showing the configuration of another joint, in which the joint 200 includes receiving members 210, 210a having a substantially conical accommodating portion 212, and a connecting member having a substantially conical engaging portion 222. Equipped with 220. The receiving members 210, 210a have uneven engaging portions 214, 214a that protrude outward along the X direction, and the uneven engaging portions 214, 214a have unevenness that can be engaged in the Z direction by meshing with each other. . Therefore, when the concave and convex engaging portions 214, 214a of the receiving members 210, 210a are engaged with each other, the relative positions of the receiving members 210, 210a become a predetermined position. The housing portion 212 is open at the top, and a female thread spiral strip for installing the lid member 230 is disposed on the inner circumferential surface near the opening. That is, the shape of the inner circumferential surface of the accommodating portion 212 is set such that the lid member 230 having the male threaded spiral groove on the outer circumferential surface can be screwed and fixed thereto.
なお、受部材210、210aにおいて、架橋部220を嵌入させ得る切欠き216は、X方向に沿ってハの字状に拡がる形状を成している。即ち、収容部212側からX方向の外側に向かって徐々に拡がるように形成される。 In addition, in the receiving members 210 and 210a, the notch 216 into which the bridge portion 220 can be fitted has a shape that expands in a V-shape along the X direction. That is, it is formed so as to gradually expand outward in the X direction from the accommodating portion 212 side.
図32は、連結部材220を示し、(a)は斜視図、(b)は側面図であり、連結部材220は、一対の係合部222が架橋部224により連結されることで成る。ここで架橋部224は、切欠き216の形状に対応するように係合部222に接続する基部がハの字状に拡幅した形状を有する。即ち、架橋部224は、Y方向に沿った幅が基部側(係合部222側)から中央部に向かって徐々に拡がる形状を有する。 FIG. 32 shows a connecting member 220, in which (a) is a perspective view and (b) is a side view. Here, the bridge portion 224 has a shape in which a base portion connected to the engaging portion 222 is widened in a V-shape so as to correspond to the shape of the notch 216 . That is, the bridge portion 224 has a shape in which the width along the Y direction gradually increases from the base side (the engaging portion 222 side) toward the center portion.
また、連結部材220の下端面には、Z方向に突出する少なくとも一対の連結部側係止部224aが形成される。連結部側係止部224aは、軸部26にX方向側で対向する位置に配設し、ここでは軸部26を挟んでX方向の両側に配設する。連結部側係止部224aは、後述する押圧体226の回転防止機構の一部として機能する。 Furthermore, at least a pair of connecting portion-side locking portions 224a that protrude in the Z direction are formed on the lower end surface of the connecting member 220. The connecting portion side locking portions 224a are disposed at positions facing the shaft portion 26 in the X direction, and here are disposed on both sides of the shaft portion 26 in the X direction. The connecting portion side locking portion 224a functions as a part of a rotation prevention mechanism of the pressing body 226, which will be described later.
架橋部224には、中央の挿通孔に軸部26が挿通され、該軸部26に形成されている雄ねじ部26aには、押圧体226が配される。押圧体226は、短辺部分と長辺部分とを有する平面視略長方形状の本体部分と、本体部分における架橋部224に対向する面に配設された平面視長円状又は長方形状の筒状突起である押圧体側係止部226aを有する。また上述した押圧体28と同様に押圧体226にも雄ねじ部26aに螺合し且つ軸部26が挿通し得る雌ねじ孔が形成される。押圧体側係止部226aは、その平面視における長辺部分が押圧体226の長辺部分と平行で、且つ一対の連結部側係止部224a間の間隔よりも長めに設定され、短辺部分が一対の連結部側係止部224a間に位置し得るように幅が設定される。
従って押圧体側係止部226aの短辺部分が連結部側係止部224a間に位置することで、押圧体226の回転防止機構が構成される。即ち、押圧体側係止部226aが連結部側係止部224a間に位置した状態から押圧体226が回転した場合、押圧体側係止部226aの長辺部分が連結部側係止部224a間の間隔よりも長いため、押圧体側係止部226aが連結部側係止部224aに当接し周方向に係止される。結果、押圧体226の回転を防止するように機能する。
A shaft portion 26 is inserted through a central insertion hole in the bridge portion 224, and a pressing body 226 is disposed in a male threaded portion 26a formed in the shaft portion 26. The pressing body 226 includes a main body portion having a substantially rectangular shape in a plan view having a short side portion and a long side portion, and a cylinder having an elliptical or rectangular shape in a plan view disposed on a surface of the main body portion facing the bridge portion 224. It has a pressing body side locking part 226a which is a shaped protrusion. Further, like the pressing body 28 described above, the pressing body 226 is also formed with a female threaded hole into which the male threaded portion 26a is screwed and through which the shaft portion 26 can be inserted. The long side portion of the pressing body side locking portion 226a is set to be parallel to the long side portion of the pressing body 226 in plan view, and longer than the interval between the pair of connecting portion side locking portions 224a, and the short side portion The width is set such that the connecting portion side locking portions 224a can be positioned between the pair of connecting portion side locking portions 224a.
Therefore, by positioning the short side portion of the pressing body side locking portion 226a between the connecting portion side locking portions 224a, a rotation prevention mechanism for the pressing body 226 is configured. That is, when the pressing body 226 rotates from the state where the pressing body side locking part 226a is located between the connecting part side locking parts 224a, the long side part of the pressing body side locking part 226a is located between the connecting part side locking parts 224a. Since it is longer than the interval, the pressing body side locking portion 226a contacts the connecting portion side locking portion 224a and is locked in the circumferential direction. As a result, it functions to prevent the pressing body 226 from rotating.
上述した構成の継手200によれば、頭部26bを摘んだ状態で連結部材220を受部材210、210aに設置する際に押圧体226が所定の状態から回転するのを防止できる。具体的には図33に示す押圧体226を短辺部分がX方向と平行な向きにして、頭部26bを摘んで連結部材220を持ち上げた場合、軸部26が架橋部224に対して相対的に持ち上がって押圧体側係止部226aが一対の連結側係止部224a間で架橋部224の下端面に当接する。このとき、押圧体226に軸部26に対して相対回転し得る外力が作用しても、押圧体側係止部226aが連結体側係止部224aに当接して回転が規制される。従って頭部26bを摘みながら係合部222を収容部212に嵌入させている途中で、押圧体226が受部材210、210aに接触してしまうことを防止できる。
勿論、ここでは連結部材220側に設けられた連結側係止部224aによって押圧体226との相対回転を防止するように構成しているが、これに限らず押圧体226側、例えば押圧体226の上面部に連結部材220に対して係止可能な係止部を設ける構成としてもよい。
According to the joint 200 configured as described above, it is possible to prevent the pressing body 226 from rotating from a predetermined state when the connecting member 220 is installed on the receiving members 210, 210a with the head 26b being pinched. Specifically, when the short side of the pressing body 226 shown in FIG. The pressing member-side locking portion 226a is brought into contact with the lower end surface of the bridge portion 224 between the pair of connection-side locking portions 224a. At this time, even if an external force that causes the pressing body 226 to rotate relative to the shaft portion 26 is applied, the pressing body side locking portion 226a abuts the coupling body side locking portion 224a, and rotation is restricted. Therefore, it is possible to prevent the pressing body 226 from coming into contact with the receiving members 210 and 210a while the engaging portion 222 is being inserted into the housing portion 212 while pinching the head portion 26b.
Of course, here, the connection side locking part 224a provided on the side of the connection member 220 is configured to prevent relative rotation with the pressing body 226, but the invention is not limited to this. It is also possible to provide a locking portion that can be locked to the connecting member 220 on the upper surface of the connecting member 220 .
また、継手200を用いることで、上述した四角錐状の係合部22を収容部34に嵌入する場合と比較して、位置合わせ可能なY方向に沿った受部材同士の位置ずれ等の範囲を広げることができる。具体的には、図34に示すように連結部材220をXY平面上でX軸及びY軸に対して傾斜させても、係合部222を収容部212に収容し得る。従ってより広い範囲でのY方向に沿う位置ずれの大きさに対応することができる。 In addition, by using the joint 200, compared to the case where the square pyramid-shaped engaging portion 22 described above is inserted into the housing portion 34, the range of positional deviation between the receiving members along the Y direction that can be aligned is reduced. can be expanded. Specifically, as shown in FIG. 34, even if the connecting member 220 is inclined with respect to the X and Y axes on the XY plane, the engaging portion 222 can be accommodated in the accommodating portion 212. Therefore, it is possible to deal with the magnitude of positional deviation along the Y direction over a wider range.
また、切欠き216の形状及び架橋部224の基部をハの字状としたことによって、円錐状の収容部212と係合部222とのX方向に沿った係合強度を向上させることができる。
なお、凹凸係合部214、214aは、切欠き216のY方向両側に位置していることから、受部材210、210a同士のY方向の位置ずれによって凹凸係合部214、214a間のY方向に沿う押圧体226が通過するための隙間が狭まってしまう。そこで凹凸係合部214、214aの設置位置、Y方向に沿う幅は、少なくとも受部材210、210aがY方向にズレていても、確実に押圧体226を通過させるための隙間を確保し得るように設定される。
Further, by making the shape of the notch 216 and the base of the bridge portion 224 into a V-shape, the strength of the engagement between the conical accommodating portion 212 and the engaging portion 222 in the X direction can be improved. .
In addition, since the uneven engaging parts 214 and 214a are located on both sides of the notch 216 in the Y direction, the Y direction between the uneven engaging parts 214 and 214a is caused by the positional deviation in the Y direction between the receiving members 210 and 210a. The gap along which the pressing body 226 passes becomes narrower. Therefore, the installation positions and the widths along the Y direction of the uneven engaging portions 214 and 214a are determined in such a way that at least a gap can be ensured for the pressing body 226 to pass through even if the receiving members 210 and 210a are shifted in the Y direction. is set to
また、蓋部材と収容部との螺合構造は、上記に限定されるものではなく、例えば、収容部側に雄ねじ螺旋溝を形成し、蓋部材側に雌ねじ螺旋条を形成することで螺合構造を構成してもよい。即ち、係合部の上面には、収容部の開口を囲む略円筒状の筒部を配設し、且つ筒部の外周面に雄ねじ螺旋溝を形成し、一方で蓋部材を断面凹状とし内周面に雌ねじ螺旋条を形成し、筒部の雄ねじ螺旋溝に蓋部材の雌ねじ螺旋条を螺合させることで、収容部上部の開口を蓋部材によって塞ぐようにしてもよい。 Further, the screwing structure between the lid member and the accommodating portion is not limited to the above, but for example, a male threaded spiral groove may be formed on the accommodating portion side, and a female threaded helical groove may be formed on the lid member side. A structure may be configured. That is, a substantially cylindrical tube part surrounding the opening of the accommodating part is disposed on the upper surface of the engaging part, and a male threaded spiral groove is formed on the outer circumferential surface of the cylinder part, while the lid member has a concave cross section and an inner part. The opening in the upper portion of the storage portion may be closed by the lid member by forming a female thread on the circumferential surface and screwing the female thread on the lid member into the male thread groove of the cylinder.
また、係合部22と収容部34とが互いの傾斜面同士を当接し、係合部22の外周面が収容部34の内周面を押圧することで、プレキャスト床版1を移動させるものとして説明したが、係合部22の外周面と収容部34の内周面の少なくとも何れか一方が傾斜面となっていれば、プレキャスト床版1を移動させることができる。例えば、図38(a)に示すように係合部22の外周面が嵌入方向に平行な鉛直面400(非傾斜面)を有し、傾斜している内周面40a(或いは内周面40b)と鉛直面400とが当接乃至押圧したときにプレキャスト床版1を移動させてもよい。また、図38(b)に示すように係合部22が傾斜した外周面を有し、収容部34が開口側の内周面に鉛直面410(非傾斜面)を有し、係合部22の傾斜した外周面と、収容部34の鉛直面410とが当接乃至押圧したときにプレキャスト床版1を移動させてもよい。なお、鉛直面400、410は、角部から傾斜面に接触することから、傾斜面を痛めないように面取りによって角面や丸面を設けてもよい。 Moreover, the engagement part 22 and the accommodating part 34 touch each other's inclined surfaces, and the outer circumferential surface of the engaging part 22 presses the inner circumferential surface of the accommodating part 34, thereby moving the precast floor slab 1. However, if at least one of the outer circumferential surface of the engaging portion 22 and the inner circumferential surface of the accommodating portion 34 is an inclined surface, the precast floor slab 1 can be moved. For example, as shown in FIG. 38(a), the outer circumferential surface of the engaging portion 22 has a vertical surface 400 (non-inclined surface) parallel to the insertion direction, and an inclined inner circumferential surface 40a (or inner circumferential surface 40b). ) and the vertical surface 400 contact or press, the precast floor slab 1 may be moved. Further, as shown in FIG. 38(b), the engaging portion 22 has an inclined outer circumferential surface, the accommodating portion 34 has a vertical surface 410 (non-inclined surface) on the inner circumferential surface on the opening side, and the engaging portion The precast floor slab 1 may be moved when the inclined outer circumferential surface of the container 22 contacts or presses the vertical surface 410 of the housing portion 34. In addition, since the vertical surfaces 400 and 410 come into contact with the sloped surface from the corner, they may be chamfered to provide a corner surface or a rounded surface so as not to damage the sloped surface.
また、軸部26は、所定以上のトルク及び/又は軸力の印加で破断し、一部が雄ねじ部26aに螺合された押圧体と共に切り離されて落下可能に構成しても好い。例えば、軸部26の雄ねじ部26aの周面に、周方向にV溝を刻設した脆弱部310(図35参照)を設ける。そして軸部26に所定以上のトルクを印加したとき、脆弱部310において軸部26が破断すれば、架橋部24下に延在する雄ねじ部26aを除去することが可能となる。脆弱部310を設けるための刻設は、切削加工や塑性加工等の適宜方法によって行い、その方法が限定されるものではない。また、破断により切り離される雄ねじ部26aには、孔を形成したり吊具等を設けたりしてその孔や吊具等に紐、鎖、ワイヤ等を連結してもよい。このように雄ねじ部26aに紐、鎖、ワイヤ等を連結すれば、切り離され落下した雄ねじ部26a及びこれに螺合する押圧体28を引き上げて容易に回収することができる。また、雄ねじ部26aの代わりに押圧体28側に孔や吊具等を設けて紐、鎖、ワイヤ等を連結してもよく、これによっても落下した後の雄ねじ部26a及び押圧体28を引き上げて容易に回収することができる。 Further, the shaft portion 26 may be configured to be broken by application of torque and/or axial force exceeding a predetermined value, and a portion of the shaft portion 26 can be separated and dropped together with the pressing body screwed into the male threaded portion 26a. For example, a fragile portion 310 (see FIG. 35) in which a V groove is carved in the circumferential direction is provided on the circumferential surface of the male threaded portion 26a of the shaft portion 26. If a predetermined torque or more is applied to the shaft portion 26 and the shaft portion 26 breaks at the weakened portion 310, the externally threaded portion 26a extending below the bridge portion 24 can be removed. The engraving for providing the fragile portion 310 is performed by an appropriate method such as cutting or plastic working, and the method is not limited. Further, a hole may be formed or a hanging device may be provided in the male threaded portion 26a that is cut off due to breakage, and a string, chain, wire, etc. may be connected to the hole or the hanging device. By connecting a string, chain, wire, etc. to the male threaded portion 26a in this manner, the male threaded portion 26a that has been cut off and fallen and the pressing body 28 screwed thereto can be easily pulled up and recovered. Further, instead of the male threaded portion 26a, a hole, a hanging device, etc. may be provided on the pressing body 28 side to connect a string, chain, wire, etc., and this also allows the male threaded portion 26a and the pressing body 28 to be pulled up after falling. can be easily recovered.
また、連結部材20と受部材30、30aとの固定は、軸部26と押圧体28とによる締結により行ったが、更にボルトを用いて係合部22と受部材30(30a)とを固定してもよい。例えば、係合部22に穿孔して軸方向に平行な貫通孔240(図35参照)を設け、収容部34の底部に雌ねじ孔(図35参照)を設けておく。そして、ボルト250(図35参照)を係合部22の貫通孔240に挿通させ、雌ねじ孔260に螺合させることで係合部22を受部材30(30a)に固定してもよい。 Further, the connecting member 20 and the receiving members 30, 30a were fixed by fastening the shaft portion 26 and the pressing body 28, but the engaging portion 22 and the receiving member 30 (30a) were further fixed using bolts. You may. For example, a through hole 240 (see FIG. 35) parallel to the axial direction is provided by drilling into the engaging portion 22, and a female screw hole (see FIG. 35) is provided at the bottom of the accommodating portion 34. Then, the engaging part 22 may be fixed to the receiving member 30 (30a) by inserting the bolt 250 (see FIG. 35) into the through hole 240 of the engaging part 22 and screwing it into the female threaded hole 260.
図35は他の継手の構成を示し、(a)は平面図、(b)はA-A線断面図、(c)はB-B線断面図である。係合部22には、貫通孔240が設けられ、貫通孔240は、係合部22の略中央部が穿孔されることで形成される。また貫通孔240は、係合部22を収容部34に嵌入する方向に沿って設けられている。受部材30、30aは、底部に雌ねじ孔260を有する。
更に、係合部22と受部材30、30aとの固定にボルト250を設ける。ボルト250は、貫通孔240に挿通し得、且つ雌ねじ孔260に螺合し得るものであり、一端部に雄ねじ部250aが形成された軸部252と、外周形状が六角形状の頭部254とを有する。頭部254は、軸部252と比較し軸心に直交する軸直交方向の長さ(幅)が大きい外形形状を有する。
FIG. 35 shows the structure of another joint, in which (a) is a plan view, (b) is a sectional view taken along the line AA, and (c) is a sectional view taken along the line BB. The engaging portion 22 is provided with a through hole 240, and the through hole 240 is formed by drilling a substantially central portion of the engaging portion 22. Furthermore, the through hole 240 is provided along the direction in which the engaging portion 22 is inserted into the housing portion 34 . The receiving members 30, 30a have a female threaded hole 260 at the bottom.
Further, bolts 250 are provided to fix the engaging portion 22 and the receiving members 30, 30a. The bolt 250 can be inserted into the through hole 240 and screwed into the female screw hole 260, and has a shaft portion 252 having a male screw portion 250a formed at one end, and a head portion 254 having a hexagonal outer circumference. has. The head 254 has an outer shape with a longer length (width) in the direction orthogonal to the axis than the shaft 252 .
ボルト250の締め付けは、係合部22の収容部34への嵌入後に行う。具体的には、先ず収容部34内に係合部22を嵌入する。そして、係合部22の貫通孔240にボルト250を挿通させ、雄ねじ部250aを雌ねじ孔260に螺合させて締め付ける。 The bolt 250 is tightened after the engaging portion 22 is fitted into the housing portion 34 . Specifically, first, the engaging portion 22 is fitted into the housing portion 34 . Then, the bolt 250 is inserted into the through hole 240 of the engaging portion 22, and the male threaded portion 250a is screwed into the female threaded hole 260 and tightened.
また、収容部34の内周面は、例えば、断面形状が略すり鉢状、略円錐状、略円錐台形状等、少なくとも、開口縁から最奥部に向かって次第に窄まるテーパ状面を含む形状であれば、図35(b)に示すように開口縁部と底部の間に略鉛直に延びる鉛直面300を含んでもよい。即ち、開口縁が係合部22の嵌入の誘い込みのための傾斜を有し、該傾斜から係合部22の嵌入方向に略平行な鉛直面(第一の面)300、鉛直面300から底部側に向かって徐々に窄まるテーパ面(第二の面)302を有した内周面であってもよい。その場合に係合部22の外周形状は、収容部34の内周形状に沿った形状であってもよい。即ち、係合部22は、収容部34に収容されているとき、鉛直面300に平行に略摺接し得る鉛直面22aと、傾斜面302に平行な傾斜であって傾斜面302に当接し得る傾斜面22bとを含んだ外周面を有してもよい。 The inner circumferential surface of the accommodating portion 34 may have a cross-sectional shape such as a substantially conical shape, a substantially conical shape, a substantially truncated conical shape, etc., and include at least a tapered surface that gradually narrows from the opening edge toward the innermost part. If so, a vertical surface 300 extending substantially vertically may be included between the opening edge and the bottom, as shown in FIG. 35(b). That is, the opening edge has an inclination for guiding the engagement part 22 to fit in, and from the inclination there is a vertical plane (first plane) 300 substantially parallel to the direction in which the engagement part 22 is inserted, and from the vertical plane 300 to the bottom part. The inner peripheral surface may have a tapered surface (second surface) 302 that gradually narrows toward the side. In that case, the outer circumferential shape of the engaging portion 22 may be shaped along the inner circumferential shape of the accommodating portion 34 . That is, when the engaging part 22 is housed in the housing part 34, the vertical surface 22a can be in parallel sliding contact with the vertical surface 300, and the engaging part 22 can be in parallel with the inclined surface 302 and in contact with the inclined surface 302. It may have an outer circumferential surface including an inclined surface 22b.
また、上述した実施形態においては、プレキャスト床版1、1同士が高さ方向にずれていても高さ位置を合わせることができるものとして説明したが、プレキャスト床版1、1同士が高さ方向に所定量だけずれた状態で、床版同士を継手10を用いて固定することも可能である。その場合は、受容部30、30aの内、設定高さが低い方の収容部34における、係合部22を嵌入する深さ方向の奥部にスペーサ(介在部)270を介在させて係合部22を嵌入する。 In addition, in the embodiment described above, the height position can be adjusted even if the precast floor slabs 1 and 1 are shifted in the height direction, but the precast floor slabs 1 and 1 are It is also possible to fix the floor slabs to each other using the joint 10 while being shifted by a predetermined amount. In that case, a spacer (intervening part) 270 is interposed at the inner part of the receiving part 34 with a lower set height of the receiving parts 30 and 30a in the depth direction into which the engaging part 22 is inserted. Insert the section 22.
ここで、図36は高さの異なる受部材30、30a同士の連結を示し、(a)は高さ位置が異なる受部材30、30aを示す断面図、(b)は継手により固定されている受部材30、30aを示す断面図である。スペーサ270は、略円環状を成す座金状の部材であって中央部にボルト250が挿通可能な孔を有する。またスペーサ270は、係合部22の嵌入可能な深さを規制し、最奥部から深さhだけ浅い位置で係合部22を収容部34内に位置させる。即ち、収容部34内でスペーサ270が係合部22に当接し、係合部22の嵌入方向の移動を規制する。 Here, FIG. 36 shows the connection of the receiving members 30, 30a with different heights, (a) is a sectional view showing the receiving members 30, 30a with different height positions, and (b) is a cross-sectional view showing the receiving members 30, 30a with different height positions, and (b) is fixed by a joint. It is a sectional view showing receiving members 30 and 30a. The spacer 270 is a washer-like member having a substantially annular shape, and has a hole in the center through which the bolt 250 can be inserted. Further, the spacer 270 restricts the depth at which the engaging portion 22 can be inserted, and positions the engaging portion 22 within the housing portion 34 at a shallow position by depth h from the innermost portion. That is, the spacer 270 contacts the engaging portion 22 within the housing portion 34 and restricts the movement of the engaging portion 22 in the insertion direction.
具体的には、対向するプレキャスト床版(図示せず)同士の高さ位置を異ならせ、受部材30が受部材30aと比較して図36(a)に示す長さhの分だけ高い位置に設定する場合、連結部材20の設置前に、受部材30、30a同士の高低差(長さh)に合った厚みのスペーサ270を配してから連結部材20を配する。連結部材20を配する際、架橋部24に挿通している軸部26に締結方向のトルクを印加する。結果、図36(b)に示すように、押圧体28が受部材30aの下端面に当接し、軸部26は締結方向の回転が不可となる。そして、図36(c)に示すように係合部22の貫通孔240にボルト250を挿通させ、雄ねじ部250aを雌ねじ孔260に螺合させてボルト250を締結方向に回転させる。
この状態で、更に軸部26に締結方向のトルクを印加して脆弱部310に過負荷を入力することで、図36(d)に示すように、脆弱部310で軸部26を破断させて、押圧体28ごと雄ねじ部26aを切り離して落下させる。勿論、落下した部分は拾い上げて除去するのが望ましい。また破断後に残った軸部26の一部は、架橋部24から引き抜いて除去してもよい。
Specifically, the height positions of the opposing precast floor slabs (not shown) are made different, so that the receiving member 30 is at a higher position than the receiving member 30a by the length h shown in FIG. 36(a). In this case, before installing the connecting member 20, a spacer 270 having a thickness that matches the height difference (length h) between the receiving members 30, 30a is placed, and then the connecting member 20 is placed. When disposing the connecting member 20, a torque in the fastening direction is applied to the shaft portion 26 inserted through the bridge portion 24. As a result, as shown in FIG. 36(b), the pressing body 28 comes into contact with the lower end surface of the receiving member 30a, and the shaft portion 26 becomes unable to rotate in the fastening direction. Then, as shown in FIG. 36(c), the bolt 250 is inserted into the through hole 240 of the engaging portion 22, the male threaded portion 250a is screwed into the female threaded hole 260, and the bolt 250 is rotated in the fastening direction.
In this state, by further applying torque in the fastening direction to the shaft portion 26 and inputting an overload to the fragile portion 310, the shaft portion 26 is broken at the fragile portion 310, as shown in FIG. 36(d). , the male threaded portion 26a is cut off and dropped together with the pressing body 28. Of course, it is desirable to pick up and remove any fallen parts. Further, a portion of the shaft portion 26 remaining after the breakage may be removed by pulling it out from the bridge portion 24.
このように、スペーサ270を配することで、受部材30aに嵌入される係合部22の位置が最奥部よりも長さhだけ浅い位置となり、受部材30、30aを所定の高低差に設定しつつ、架橋部24を受部材30、30aの間で略水平な姿勢で且つ両係合部22が略水平に保持されるように、連結部材20を配設することが出来る。 In this manner, by arranging the spacer 270, the position of the engaging portion 22 fitted into the receiving member 30a is shallower than the innermost part by the length h, and the receiving members 30, 30a are kept at a predetermined height difference. While setting, the connecting member 20 can be arranged so that the bridge portion 24 is held in a substantially horizontal position between the receiving members 30 and 30a, and both engaging portions 22 are held substantially horizontally.
また、スペーサ270を配設する以外の方法によって係合部22が嵌入可能な深さを規制するようにしてもよい。例えば、図37(a)に示す、深さ方向に変位可能な介在部材280を設けることで係合部22が嵌入可能な深さを規制してもよい。介在部材280は、雌ねじ孔260とボルト250との間に介在する、略円筒形部材である。また、介在部材280には、外周面に雌ねじ孔260に螺合し得る外周雄ねじ部280aが形成され、内周面に雄ねじ部250aを螺合させ得る内周雌ねじ部280bが形成される。 Further, the depth into which the engaging portion 22 can be fitted may be restricted by a method other than arranging the spacer 270. For example, the depth into which the engaging portion 22 can be fitted may be restricted by providing an intervening member 280 that can be displaced in the depth direction, as shown in FIG. 37(a). The intervening member 280 is a substantially cylindrical member interposed between the female threaded hole 260 and the bolt 250. Further, the intervening member 280 has an outer circumferential male threaded portion 280a formed on its outer circumferential surface that can be screwed into the female threaded hole 260, and an inner circumferential female threaded portion 280b that can be screwed into the male threaded portion 250a on its inner circumferential surface.
介在部材280は、受部材30aに対して相対回転することで、収容部34内に突出し得る。即ち、介在部材280は、外周雄ねじ部280aが雌ねじ孔260に対して螺進し得るので、軸方向に沿って収容部34内に進入可能となる。従って、進行方向に沿った介在部材280の先端部が収容部34内に存するように、介在部材280の位置決めを行うことで係合部22の嵌入可能な深さを規制することができる。例えば、図37(b)に示すように、対向するプレキャスト床版(図示せず)同士の高さ位置が異なっており、受部材30aが受部材30と比較して長さh´の分だけ高い位置にある場合、連結部材20の設置前に、受部材30、30a同士の高低差(長さh´)に合わせた長さで収容部34内に突出するように介在部材280の位置決めを行う。そして連結部材20を配する。 The intervening member 280 can protrude into the accommodating portion 34 by rotating relative to the receiving member 30a. That is, the outer peripheral male threaded portion 280a of the intervening member 280 can be threaded into the female threaded hole 260, so that the intervening member 280 can enter into the housing portion 34 along the axial direction. Therefore, by positioning the intervening member 280 so that the distal end of the intervening member 280 along the traveling direction is within the accommodating portion 34, the depth into which the engaging portion 22 can be fitted can be regulated. For example, as shown in FIG. 37(b), the height positions of opposing precast floor slabs (not shown) are different, and the receiving member 30a is longer than the receiving member 30 by a length h'. If the intervening member 280 is located at a high position, before installing the connecting member 20, position the intervening member 280 so that it protrudes into the accommodation portion 34 with a length that matches the height difference (length h') between the receiving members 30, 30a. conduct. Then, the connecting member 20 is arranged.
従って、係合部22は、介在部材280に当接することで、嵌入可能な深さが規制される。そのため、スペーサ270を配する場合と同様に受部材30、30aの間に所望の高低差を設定し、架橋部24を受部材30、30aの間で略水平な姿勢で且つ両係合部22が略水平に配置されるように、連結部材20を配設することが出来る。
また、介在部材280は、雌ねじ孔260に対して螺進させることで収容部34内への突出長さを変更することが可能である為、スペーサ270を配設するよりも、受部材30、30a同士の高低差に柔軟に対応可能となる。即ち、スペーサ270の場合は、種々の高低差に対応可能とするために様々な厚みの異なるスペーサを複数用意する必要があるのに対し、介在部材280の場合は、回転数を管理するだけなので、スペーサの場合と比べ高低差への対応が容易となる。勿論スペーサ270を用いる場合には、単位厚を設定すれば、積重ね枚数を変更することで段階的な高低差対応が容易に実現できる。
Therefore, by abutting the intervening member 280, the depth into which the engaging portion 22 can be fitted is restricted. Therefore, as in the case of arranging the spacer 270, a desired height difference is set between the receiving members 30 and 30a, and the bridging portion 24 is held in a substantially horizontal position between the receiving members 30 and 30a, and both engaging portions 22 The connecting member 20 can be arranged so that the connecting member 20 is arranged substantially horizontally.
Moreover, since the intervening member 280 can change the protrusion length into the housing part 34 by screwing into the female screw hole 260, it is possible to change the protrusion length into the receiving member 30, rather than arranging the spacer 270. It becomes possible to flexibly respond to height differences between the 30a. That is, in the case of the spacer 270, it is necessary to prepare a plurality of spacers with various thicknesses in order to be able to deal with various height differences, whereas in the case of the intervening member 280, only the rotation speed is controlled. , it becomes easier to deal with differences in height compared to the case of spacers. Of course, when using the spacer 270, by setting a unit thickness, it is possible to easily accommodate the height difference in stages by changing the number of stacked sheets.
また、上述した各実施形態においては、軸部26が頭部26bを有するものとして説明したが、軸部26は、頭部26bを省略した略棒形状を有するものであってもよい。但し、架橋部24に対して軸方向に係合し得るように外周形状を設定する。具体的には、図39(a)に示すように軸部430は、一端部に雄ねじ部432を有し、架橋部24は、中央部に雄ねじ部432に螺合する雌ねじ孔440を有するように構成してもよい。 Further, in each of the embodiments described above, the shaft portion 26 has been described as having the head portion 26b, but the shaft portion 26 may have a substantially rod shape without the head portion 26b. However, the outer circumferential shape is set so that it can engage with the bridge portion 24 in the axial direction. Specifically, as shown in FIG. 39(a), the shaft portion 430 has a male threaded portion 432 at one end, and the bridge portion 24 has a female threaded hole 440 in the center that is screwed into the male threaded portion 432. It may be configured as follows.
また、軸部430は、他端部に雄ねじ部434を有し、雄ねじ部434には別体の雌ねじ部材450が螺合し得、押圧体28が雌ねじ部材450により支持されることで、軸部430に対して遊嵌自在に配される。雌ねじ部材450は、中心部が開口した略円板状部材であり、開口した内周面に雄ねじ部434に螺合する雌ねじ部が形成されている。従って、軸部430に押圧体28を遊嵌させ、雄ねじ部434に雌ねじ部材450を螺合させて軸部430に押圧体28を取り付けるように構成することも可能である。 Further, the shaft portion 430 has a male threaded portion 434 at the other end, a separate female threaded member 450 can be screwed into the male threaded portion 434, and when the pressing body 28 is supported by the female threaded member 450, the shaft It is disposed so as to be loosely fitted to the portion 430. The female thread member 450 is a substantially disk-shaped member with an open center, and a female thread portion that is screwed into the male thread portion 434 is formed on the open inner peripheral surface. Therefore, it is also possible to attach the pressing body 28 to the shaft portion 430 by loosely fitting the pressing body 28 into the shaft portion 430 and screwing the female threaded member 450 into the male threaded portion 434.
また、雄ねじ部432と雄ねじ部434は互いにねじの向きを逆向きに設定してもよい。例えば、雄ねじ部432及び雌ねじ孔440を右ねじ、一方で雄ねじ部434及び雌ねじ部材450を左ねじとすれば、軸部430を左回転させることで、雌ねじ部材450(及び押圧体28)と架橋部24とが相対的に近接する向きに移動させることができる。
即ち、軸部430が左向きに回転したとき、雌ねじ部材450は、軸部430に対して相対的に締め付け方向(図39(b)に示す架橋部24等が存する一端側)に進行し、押圧体28は雌ねじ部材450に押されて軸方向に移動する。一方で架橋部24は、軸部430に対して相対的に緩み方向(図39(b)に示す雌ねじ部450等が存する他端側)に進行する。従って押圧体28と架橋部24とは互いに押圧し合う位置に移動し、第一の実施形態と同様にプレキャスト床版1、1の位置決めを成すことが可能である。
Further, the male threaded portion 432 and the male threaded portion 434 may have thread directions opposite to each other. For example, if the male threaded portion 432 and female threaded hole 440 are right-handed threaded, and the male threaded portion 434 and female threaded member 450 are left-handed threaded, by rotating the shaft portion 430 counterclockwise, the female threaded member 450 (and pressing body 28) can be bridged. The portion 24 can be moved in a direction in which the portion 24 is relatively close to each other.
That is, when the shaft portion 430 rotates to the left, the female screw member 450 advances in the tightening direction (towards one end where the bridge portion 24 etc. shown in FIG. 39(b) exists) relative to the shaft portion 430, and is pressed. The body 28 is pushed by the female threaded member 450 and moves in the axial direction. On the other hand, the bridging portion 24 advances in a loosening direction relative to the shaft portion 430 (towards the other end where the female threaded portion 450 and the like shown in FIG. 39(b) are present). Therefore, the pressing body 28 and the bridging portion 24 move to a position where they press against each other, and it is possible to position the precast floor slabs 1, 1 similarly to the first embodiment.
なお、上記のように軸部430を配する場合、雌ねじ孔440を設ける代わりに別体の雌ねじ部材460を設け、図39(c)に示すように、雌ねじ部材460を雄ねじ部432に螺合させて架橋部24の軸部430に対する相対位置を規制してもよい。 Note that when arranging the shaft portion 430 as described above, a separate female threaded member 460 is provided instead of providing the female threaded hole 440, and the female threaded member 460 is screwed into the male threaded portion 432 as shown in FIG. 39(c). The relative position of the bridging portion 24 with respect to the shaft portion 430 may be regulated.
また、軸部430は、一端側と他端側で異なる向きの雄ねじ部432、434を有するものとして説明したが、これに限定されるものではなく、右ねじの螺旋溝と左ねじの螺旋溝の二種類の螺旋溝を同一領域上に重複して形成したものであってもよい。なお、このような二種類の螺旋溝が形成された雄ねじの詳細については、本願の発明者に係る特許第4663813号公報を参照されたい。このような二種対の螺旋溝が形成された軸部を用いる場合は、軸部の軸方向全域に螺旋溝を形成することも可能である。 Furthermore, although the shaft portion 430 has been described as having male thread portions 432 and 434 having different directions at one end and the other end, the present invention is not limited to this, and the shaft portion 430 has a right-handed helical groove and a left-handed helical groove. Two types of spiral grooves may be formed overlappingly on the same area. For details of the male thread in which two types of spiral grooves are formed, please refer to Japanese Patent No. 4,663,813 by the inventor of the present invention. When using a shaft portion in which two pairs of such spiral grooves are formed, it is also possible to form the spiral grooves in the entire axial direction of the shaft portion.
各実施形態の継手の受部材の取付対象部材は、プレキャスト床版に限定されるものではない。取付対象部材は、材質、形状に限定がなく、受部材同士を連結部材で連結することで取付対象部材同士を接合することができれば、どのような部材にも適用することができる。取付対象部材の材質としては、例えば、コンクリート、セラミックス、ガラス、金属、合成樹脂、天然樹脂、木材等や或いは各種の複合材に適用することができる。取付対象部材の形状としては、例えば、板状、柱状、ブロック状等の同種のもの同士或いは異なる種類の部材の接合に適用することができる。またプレキャストコンクリート部材一般、家具一般、建材、住宅フレーム材、各種機械等のあらゆる物品に適用することができる。 The member to which the receiving member of the joint of each embodiment is attached is not limited to the precast floor slab. The attachment target member is not limited in material or shape, and the present invention can be applied to any member as long as the attachment target members can be joined by connecting the receiving members with a connecting member. As the material of the member to be attached, for example, concrete, ceramics, glass, metal, synthetic resin, natural resin, wood, etc., or various composite materials can be used. The shape of the member to be attached may be, for example, a plate shape, a columnar shape, a block shape, or the like, and the present invention can be applied to joining members of the same type or members of different types. Further, it can be applied to all kinds of articles such as precast concrete members in general, furniture in general, building materials, housing frame materials, and various machines.
1…プレキャスト床版、10,60…継手、20…連結部材、22…係合部、24…架橋部、26…軸部、26a…雄ねじ部、26b…頭部、28…押圧体、28a…短辺部分、28b…長辺部分、30,30a…受部材、32…アンカー部、34…収容部、34a…リップ部分、34b…下端面、36…規制部、38…段部、40a,40b,40c,40d…内周面、50…頭部側凹凸、52…架橋部側凹凸、50a,52a…傾斜面、50b,52b…垂直面、62…凹凸係合部、62a,62b…凹凸、70…付勢部材、80…長尺連結部材、80a…長尺架橋部、82…短尺連結部材、82a…短尺架橋部、86…挿通孔、88…雄ねじピン、88a…雄ねじ部、88b…頭部、100,102…部分体、104…アンカー配設溝、106…結合面、120…蓋部材、122…雄ねじ領域、124…突部、130…雌ねじ領域。 DESCRIPTION OF SYMBOLS 1... Precast floor slab, 10, 60... Joint, 20... Connecting member, 22... Engaging part, 24... Bridge part, 26... Shaft part, 26a... Male screw part, 26b... Head, 28... Pressing body, 28a... Short side part, 28b...Long side part, 30, 30a...Receiving member, 32...Anchor part, 34...Accommodating part, 34a...Lip part, 34b...Lower end surface, 36...Regulating part, 38...Step part, 40a, 40b , 40c, 40d...Inner peripheral surface, 50...Irregularities on the head side, 52...Irregularities on the bridge part side, 50a, 52a...Slanted surface, 50b, 52b...Vertical surface, 62...Irregularity engaging portion, 62a, 62b...Irregularities, 70... Biasing member, 80... Long connecting member, 80a... Long bridge section, 82... Short connecting member, 82a... Short bridge section, 86... Insertion hole, 88... Male screw pin, 88a... Male screw section, 88b... Head 100, 102...Partial body, 104...Anchor arrangement groove, 106...Joining surface, 120...Lid member, 122...Male thread region, 124...Protrusion, 130...Female thread region.
Claims (14)
上記被嵌入部に嵌入し得る一対の係合部及び該一対の係合部間を繋ぐ架橋部を設ける連結部材と、を有する継手であって、
前記被嵌入部の開口縁部は、蓋部材を設置可能な設置部を有し、
上記蓋部材は、上記設置部に設置されることで、前記被嵌入部の開口を閉塞することを特徴とする継手。 a pair of fitting parts provided respectively on a pair of opposing mounting target members;
A joint comprising: a pair of engaging parts that can be fitted into the fitted part; and a connecting member provided with a bridging part that connects the pair of engaging parts,
The opening edge of the fitted part has an installation part in which a lid member can be installed,
The joint is characterized in that the lid member closes the opening of the inserted portion by being installed in the installation portion.
前記蓋部材は、表面に上記雌ねじ領域の雌ねじ面に螺合する雄ねじ面を形成した雄ねじ領域を有することを特徴とする請求項1又は2記載の継手。 The lid installation part has a female thread area that opens wider than the inner circumferential surface and forms a female thread surface,
3. The joint according to claim 1, wherein the lid member has a male threaded region on its surface with a male threaded surface that screws into the female threaded surface of the female threaded region.
前記係合部は、上記雄ねじ体を挿通させる孔を有し、
前記被嵌入部は、上記雄ねじ体に螺合可能な雌ねじ孔を有することを特徴とする請求項6記載の継手。 The fixing part is a male threaded body,
The engaging portion has a hole through which the male threaded body is inserted,
7. The joint according to claim 6, wherein the fitted portion has a female threaded hole into which the male threaded body can be screwed.
上記連結部材は、上記係合部の嵌入方向に摺動し得る軸部と、軸部に固定可能な当接体とを有し、
上記被嵌入部間に上記連結部材を配設する際、各上記被嵌入部に各上記係合部を嵌入し、上記軸部が上記架橋部に対し摺動することで上記当接体が上記被嵌入部に当接する箇所まで変位し、上記係合部と上記当接体とで上記被嵌入部を挟んで固定し、
互いに長さの異なる架橋部を有する複数種類の連結部材の内、何れかに組み替え可能な継手を設け、
上記複数種類の連結部材の内、仮組み用の連結部材を取り付けた後、当該仮組み用の連結部材を外して本組用の連結部材を取り付けることを特徴とする部材の接合方法。 A pair of fitting parts each provided on a pair of opposing attachment target members, a pair of engaging parts that can be fitted into the fitting parts, and a connecting member having a bridge part connecting the pair of engaging parts. have,
The connecting member has a shaft portion that can slide in the insertion direction of the engaging portion, and a contact body that can be fixed to the shaft portion,
When disposing the connecting member between the fitting parts, each of the engaging parts is fitted into each of the fitting parts, and the shaft part slides with respect to the bridge part, so that the abutting body Displaced to a point where it comes into contact with the inserted part, and fixed by sandwiching the inserted part between the engaging part and the abutting body,
Providing a recombinable joint on any of a plurality of types of connecting members having bridge portions of different lengths,
A method for joining members, which comprises attaching a connecting member for temporary assembly among the plurality of types of connecting members, and then removing the connecting member for temporary assembly and attaching a connecting member for main assembly.
前記本組み用の連結部材は、長尺の架橋部を有することを特徴とする請求項10記載の部材の接合方法。 The connection member for temporary assembly has a short bridge portion,
11. The method for joining members according to claim 10, wherein the connecting member for main assembly has an elongated bridge portion.
前記本組み用の連結部材は、短尺の架橋部を有することを特徴とする請求項10記載の部材の接合方法。 The connection member for temporary assembly has a long bridge portion,
11. The method for joining members according to claim 10, wherein the connecting member for main assembly has a short bridge portion.
上記硬化性流動体が一定以上の硬度のとき、前記継手における前記仮組み用の連結部材を前記本組み用の連結部材に組み替えることを特徴とする請求項11又は12に記載の部材の接合方法。 Distributing a curable fluid between the attachment target members in a state where the attachment target members are connected by the joint to which the temporary assembly connecting member is attached,
The method for joining members according to claim 11 or 12, characterized in that, when the hardening fluid has a hardness above a certain level, the connecting member for temporary assembly in the joint is replaced with the connecting member for main assembly. .
複数の前記継手の内、前記仮組み用の連結部材を取り付けた継手と、前記本組み用の連結部材を取付た継手とを配することで、前記本組み用の連結部材を弾性変形領域で伸ばし、
前記取付対象部材間に硬化性流動体を配し且つ上記硬化性流動体が一定以上の硬度のとき、前記仮組み用の連結部材を前記本組み用の連結部材に組み替え、前記硬化性流動体にプレストレスを加えることを特徴とする請求項11記載の部材の接合方法。
Connecting the attachment target members by a plurality of the joints,
Among the plurality of joints, by arranging a joint to which the connection member for temporary assembly is attached and a joint to which the connection member for main assembly is attached, the connection member for main assembly can be elastically deformed. Stretch,
When a curable fluid is disposed between the members to be attached and the curable fluid has a hardness above a certain level, the connecting member for temporary assembly is replaced with the connecting member for main assembly, and the curable fluid is 12. The method for joining members according to claim 11, wherein a prestress is applied to the member.
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| JP7353546B1 (en) * | 2022-09-07 | 2023-10-02 | Next Innovation合同会社 | Road bridge deck connection construction method |
| WO2024053171A1 (en) | 2022-09-07 | 2024-03-14 | Next Innovation合同会社 | Road bridge deck slab connection construction method |
| JP2024037675A (en) * | 2022-09-07 | 2024-03-19 | Next Innovation合同会社 | Joint and member connecting construction method |
| JP7447220B1 (en) | 2022-11-07 | 2024-03-11 | 高周波熱錬株式会社 | Prestress introduction unit |
| JP7426186B1 (en) | 2022-11-07 | 2024-02-01 | 高周波熱錬株式会社 | Prestress introduction unit |
| JP7384310B1 (en) | 2023-06-16 | 2023-11-21 | 株式会社Ihi | Joint structure, floor slab and floor slab replacement method |
| CN120206155B (en) * | 2025-05-28 | 2025-08-19 | 山西建筑工程集团有限公司 | Multi-curve superimposed special-shaped steel arch tower bridge welding tool and method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06136841A (en) * | 1992-10-29 | 1994-05-17 | Hokukon:Kk | Joint method for concrete block nd concrete block used for the method, and molding device for forming joint recess section of the concrete block |
| JP2000186496A (en) * | 1998-05-28 | 2000-07-04 | Dai Nippon Construction | Segment fitting |
| JP2001214694A (en) * | 1999-11-24 | 2001-08-10 | Tadaaki Tanabe | Cotter type coupling device |
| JP2005315048A (en) * | 2004-03-29 | 2005-11-10 | Daiho Constr Co Ltd | Support segment fitting press-fitting device, Support segment assembling device, Segment joint structure |
| JP2014177767A (en) * | 2013-03-13 | 2014-09-25 | Kumagai Gumi Co Ltd | Stepwise construction method of concrete precast floor slab for bridge |
| JP2015101842A (en) * | 2013-11-21 | 2015-06-04 | オリエンタル白石株式会社 | Fittings for bridge decks |
Family Cites Families (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5363079U (en) * | 1976-10-29 | 1978-05-27 | ||
| JPS60126599U (en) * | 1984-01-26 | 1985-08-26 | 日本コンクリ−ト工業株式会社 | Joint structure of PC board for tunnel lining |
| JPS60195398U (en) * | 1984-06-07 | 1985-12-26 | 東京電力株式会社 | Segment with bolts and nuts |
| JPH027997Y2 (en) * | 1985-11-22 | 1990-02-26 | ||
| JPS63118497A (en) * | 1986-11-05 | 1988-05-23 | ユニタイト株式会社 | Fitting for fastening segment |
| JPH0672519B2 (en) * | 1992-06-05 | 1994-09-14 | 大豊建設株式会社 | Joining mechanism of supporting segment |
| JPH10231551A (en) * | 1996-08-30 | 1998-09-02 | Kaiee Techno:Kk | Connection fixture for concrete product, and its connection method |
| JPH11294089A (en) * | 1998-04-15 | 1999-10-26 | Ishikawajima Constr Materials Co Ltd | Segment joining structure |
| JP3686290B2 (en) * | 1999-08-18 | 2005-08-24 | 日亜鋼業株式会社 | Plate connection structure of sandwich-type floor slab, method for forming sandwich-type floor slab, and set of bolts and nuts |
| JP2001173378A (en) * | 1999-12-20 | 2001-06-26 | Ishikawajima Constr Materials Co Ltd | Segment |
| JP4417228B2 (en) * | 2004-11-09 | 2010-02-17 | 石川島建材工業株式会社 | NUT HOLDER, CONCRETE STRUCTURE PROVIDED WITH NUT HOLDER AND METHOD FOR PRODUCING THE SAME |
| JP2008050878A (en) * | 2006-08-25 | 2008-03-06 | Kajima Corp | Detachable floor slab / beam joint and its construction method |
| JP4421647B2 (en) * | 2007-12-03 | 2010-02-24 | 元之助 新井 | Expansion joint for road bridge |
| JP5156725B2 (en) * | 2009-12-07 | 2013-03-06 | 日本車輌製造株式会社 | Displacement limiting device |
-
2019
- 2019-09-11 JP JP2019165150A patent/JP2020169546A/en active Pending
-
2023
- 2023-05-02 JP JP2023075980A patent/JP7502585B2/en active Active
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2025
- 2025-01-15 JP JP2025005263A patent/JP2025061296A/en active Pending
- 2025-06-20 JP JP2025104442A patent/JP2025126228A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06136841A (en) * | 1992-10-29 | 1994-05-17 | Hokukon:Kk | Joint method for concrete block nd concrete block used for the method, and molding device for forming joint recess section of the concrete block |
| JP2000186496A (en) * | 1998-05-28 | 2000-07-04 | Dai Nippon Construction | Segment fitting |
| JP2001214694A (en) * | 1999-11-24 | 2001-08-10 | Tadaaki Tanabe | Cotter type coupling device |
| JP2005315048A (en) * | 2004-03-29 | 2005-11-10 | Daiho Constr Co Ltd | Support segment fitting press-fitting device, Support segment assembling device, Segment joint structure |
| JP2014177767A (en) * | 2013-03-13 | 2014-09-25 | Kumagai Gumi Co Ltd | Stepwise construction method of concrete precast floor slab for bridge |
| JP2015101842A (en) * | 2013-11-21 | 2015-06-04 | オリエンタル白石株式会社 | Fittings for bridge decks |
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| JP7502585B2 (en) | 2024-06-19 |
| JP2020169546A (en) | 2020-10-15 |
| JP2025061296A (en) | 2025-04-10 |
| JP2023095952A (en) | 2023-07-06 |
| JP7772330B2 (en) | 2025-11-18 |
| JP2025126228A (en) | 2025-08-28 |
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