CN115385253A - A cantilever beam vibration control structure and installation method - Google Patents
A cantilever beam vibration control structure and installation method Download PDFInfo
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- CN115385253A CN115385253A CN202210923104.4A CN202210923104A CN115385253A CN 115385253 A CN115385253 A CN 115385253A CN 202210923104 A CN202210923104 A CN 202210923104A CN 115385253 A CN115385253 A CN 115385253A
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
- B66C23/64—Jibs
- B66C23/66—Outer or upper end constructions
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C23/00—Cranes comprising essentially a beam, boom, or triangular structure acting as a cantilever and mounted for translatory of swinging movements in vertical or horizontal planes or a combination of such movements, e.g. jib-cranes, derricks, tower cranes
- B66C23/62—Constructional features or details
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16F—SPRINGS; SHOCK-ABSORBERS; MEANS FOR DAMPING VIBRATION
- F16F15/00—Suppression of vibrations in systems; Means or arrangements for avoiding or reducing out-of-balance forces, e.g. due to motion
- F16F15/02—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems
- F16F15/04—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means
- F16F15/06—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs
- F16F15/067—Suppression of vibrations of non-rotating, e.g. reciprocating systems; Suppression of vibrations of rotating systems by use of members not moving with the rotating systems using elastic means with metal springs using only wound springs
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- Acoustics & Sound (AREA)
- Aviation & Aerospace Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
- Vibration Prevention Devices (AREA)
Abstract
Description
技术领域technical field
本发明涉及悬臂梁减振技术领域,特别是涉及一种悬臂梁振动控制结构和安装方法。The invention relates to the technical field of cantilever beam vibration reduction, in particular to a cantilever beam vibration control structure and installation method.
背景技术Background technique
目前,随着人们生活水平的提高,人们倾向于建筑空间越来越大,窗边遮挡越来越小的的建筑方案,这导致悬臂结构的建筑越来越多,出现了很多悬臂长度超过7m的建筑,但是在使用中发现,由于长悬臂梁刚度相对较小,导致长悬臂建筑对于振动十分敏感,走路或跑动所带来的振动会使得楼面产生振动被感知到,这给人带来一定的不舒适感及不安全感。现有技术中采用调谐质量阻尼器TMD(Tuned Mass Damper)是比较好的选择,这种装置通过将一个质量块,通过弹簧或磁力悬浮放置在悬臂端部,当建筑振动时,弹簧会及时提供一个相反的作用力,证保建筑的振动减少。但调谐质量阻尼器造价比较昂贵,且质量教大,对于悬臂结构并不友好,降低了悬臂结构的安全储备能力。At present, with the improvement of people's living standards, people tend to have larger and larger building spaces and smaller and smaller window shades, which leads to more and more buildings with cantilever structures, and many cantilever lengths exceed 7m. However, in use, it is found that due to the relatively small stiffness of the long cantilever beam, the long cantilever building is very sensitive to vibration. The vibration caused by walking or running will make the floor vibrate and be perceived, which brings people A certain sense of discomfort and insecurity. In the prior art, it is a better choice to use a tuned mass damper TMD (Tuned Mass Damper). This device places a mass on the end of the cantilever through a spring or magnetic suspension. When the building vibrates, the spring will provide An opposing force ensures that the vibrations of the building are reduced. However, the tuned mass damper is relatively expensive and has a large mass, which is not friendly to the cantilever structure and reduces the safety reserve capacity of the cantilever structure.
发明内容Contents of the invention
本发明的目的是:提供一种结构简单安装方便的悬臂梁振动控制结构,以控制悬臂梁的振动。The purpose of the present invention is to provide a cantilever beam vibration control structure with simple structure and convenient installation to control the vibration of the cantilever beam.
为了实现上述目的,本发明一方面提供了一种悬臂梁振动控制结构,用于安装在相邻的第一悬臂梁和第二悬臂梁之间;包括:支撑杆、连接杆,调节组件;所述支撑杆具有第一端和第二端;所述第一端用于与所述第一悬臂梁的上端面连接;所述连接杆位于所述支撑杆的上方;所述连接杆具有第三端和第四端;所述第四端用于与所述第二悬臂梁的下端面抵接;所述调节组件分别与所述支撑杆和所述连接杆连接;所述调节组件用于调节所述第一端到所述第四端的距离。In order to achieve the above object, the present invention provides a cantilever beam vibration control structure, which is used to be installed between adjacent first cantilever beams and second cantilever beams; comprising: a support rod, a connecting rod, and an adjustment assembly; The supporting rod has a first end and a second end; the first end is used to connect with the upper end surface of the first cantilever beam; the connecting rod is located above the supporting rod; the connecting rod has a third end and a fourth end; the fourth end is used to abut against the lower end surface of the second cantilever beam; the adjustment assembly is respectively connected to the support rod and the connecting rod; the adjustment assembly is used to adjust The distance from the first end to the fourth end.
本发明实施例一种悬臂梁振动控制结构与现有技术相比,其有益效果在于:通过将支撑杆与第一悬臂梁连接,连接杆与第二悬臂梁连接,通过调节组件连接支撑杆和连接杆,调整调节组件使得支撑杆和连接杆相向或相远离的移动,即第一端和第二端相互靠近或远离,进而使连接杆的第四端抵接在第二悬臂梁的下端面上;实现将两个悬臂梁振连接后,以减小悬臂梁的振动。该结构简单,且成本低,便于普及和推广。Compared with the prior art, a cantilever beam vibration control structure in the embodiment of the present invention has the beneficial effect that: by connecting the support bar with the first cantilever beam, the connecting bar is connected with the second cantilever beam, and the support bar and the cantilever beam are connected through the adjustment assembly. The connecting rod is adjusted to make the support rod and the connecting rod move toward or away from each other, that is, the first end and the second end approach or move away from each other, so that the fourth end of the connecting rod abuts against the lower end surface of the second cantilever beam On; realize the vibration connection of the two cantilever beams to reduce the vibration of the cantilever beams. The structure is simple, and the cost is low, which is convenient for popularization and popularization.
进一步的,所述调节组件包括:具有第一内螺纹的套筒:所述套筒的两端分别套设在所述支撑杆和所述连接杆上;所述支撑杆具有第一外螺纹;所述套筒与所述支撑杆螺纹配合所述套筒可沿所述支撑杆的轴向移动。所述支撑杆与套筒螺纹连接,实现了当转动套筒时可使得套筒沿支撑杆的轴向移动,实现套筒带动连接杆移动并抵接在第二悬臂梁的下端面上。该调节组件的结构简单操作方便,且实用可靠。Further, the adjustment assembly includes: a sleeve with a first internal thread: the two ends of the sleeve are respectively sleeved on the support rod and the connecting rod; the support rod has a first external thread; The sleeve is threadedly engaged with the support rod and the sleeve can move along the axial direction of the support rod. The support rod is threadedly connected with the sleeve, so that when the sleeve is rotated, the sleeve can move along the axial direction of the support rod, and the sleeve drives the connecting rod to move and abut against the lower end surface of the second cantilever beam. The adjusting assembly has a simple structure, is convenient to operate, and is practical and reliable.
进一步的,所述第四端上固定设有连接板,且所述连接板用于与所述第二悬臂梁的下端面抵接;所述第一端固定设有底板,且所述底板用于与所述第一悬臂梁的上端面固定连接。通过连接板和底板的配合提分别高了连接杆和支撑杆的稳定性,且可将支撑力分散在连接板和底板上,降低了连接杆和支撑杆与悬臂梁连接处的压强。Further, the fourth end is fixed with a connecting plate, and the connecting plate is used to abut against the lower end surface of the second cantilever beam; the first end is fixed with a bottom plate, and the bottom plate is used for It is fixedly connected with the upper end surface of the first cantilever beam. Through the cooperation of the connecting plate and the base plate, the stability of the connecting rod and the supporting rod is improved respectively, and the supporting force can be distributed on the connecting plate and the base plate, thereby reducing the pressure at the joint of the connecting rod, the supporting rod and the cantilever beam.
具体的,底板与第一悬臂梁上端面通过螺栓连接或者,底板与第一悬臂梁一体成型(即底板作为预埋件),提高底板与第一悬臂梁连接的稳定性。Specifically, the bottom plate and the upper end surface of the first cantilever beam are connected by bolts or the bottom plate and the first cantilever beam are integrally formed (that is, the bottom plate is used as a built-in part), so as to improve the stability of the connection between the bottom plate and the first cantilever beam.
进一步的,所述连接杆的外部套设有筒状弹簧,所述筒状弹簧的两端分别抵接在所述套筒的上端和所述连接板的下端;所述连接杆可沿所述套筒的轴向伸缩移动。通过筒状弹簧可充分吸收悬臂产生的振动。结构简单运行可靠。Further, a cylindrical spring is sheathed on the outside of the connecting rod, and the two ends of the cylindrical spring abut against the upper end of the sleeve and the lower end of the connecting plate respectively; the connecting rod can be moved along the Axial telescopic movement of the sleeve. Vibration generated by the boom can be sufficiently absorbed by the cylindrical spring. The structure is simple and the operation is reliable.
进一步的,所述连接杆具有第二外螺纹,且所述第二外螺纹的旋转方向与所述第一外螺纹的旋转方向相反;所述套筒具有第二内螺纹;所述连接杆与所述套筒螺纹配合。通过旋转套筒可实现支撑杆和连接杆分别沿套筒的轴向相向或相远离的运动,可快速的实现将连接杆与第二悬臂梁抵接,并能快速调节支撑杆和连接杆的相对距离。Further, the connecting rod has a second external thread, and the rotation direction of the second external thread is opposite to that of the first external thread; the sleeve has a second internal thread; the connecting rod and The sleeve is threadedly fitted. By rotating the sleeve, the supporting rod and the connecting rod can move toward or away from each other along the axial direction of the sleeve, and the connecting rod can be quickly abutted against the second cantilever beam, and the distance between the supporting rod and the connecting rod can be quickly adjusted. relative distance.
进一步的,所述连接板的上端面固定设置有减振垫;所述减振垫用于抵接在所述第二悬臂梁的下端面。设置减振垫能从分的吸收悬臂梁产生的振动。Further, a vibration-damping pad is fixedly provided on the upper end surface of the connecting plate; the vibration-damping pad is used to abut against the lower end surface of the second cantilever beam. Set the vibration damping pad to fully absorb the vibration generated by the cantilever beam.
进一步的,所述减振垫为弹性橡胶垫。弹性橡胶价格低且减振效果好。Further, the vibration-damping pad is an elastic rubber pad. Elastic rubber is cheap and has a good vibration damping effect.
进一步的,所述连接杆用于与所述第二悬臂梁的下端面铰接;所述支撑杆用于与所述第一悬臂梁的上端面铰接。连接杆与第二悬臂梁的下端面铰接后,支撑杆用于与所述第一悬臂梁的上端面铰接后能可使得支撑杆和连接杆的受力方向沿支撑杆和连接杆的轴向,避免产生扭矩,提高了支撑杆和连接杆的使用寿命。Further, the connecting rod is used to be hinged to the lower end surface of the second cantilever beam; the support rod is used to be hinged to the upper end surface of the first cantilever beam. After the connecting rod is hinged with the lower end surface of the second cantilever beam, the supporting rod is used to be hinged with the upper end surface of the first cantilever beam so that the force direction of the supporting rod and the connecting rod can be along the axial direction of the supporting rod and the connecting rod. , to avoid torque, improve the service life of the support rod and connecting rod.
进一步的,还包括:第一铰接杆和第二铰接杆,所述调节组件包括弹簧件;所述第一铰接杆、所述支撑杆、所述第二铰接杆以及连接杆首尾依次铰接并围合形成四边形;所述四边形中具有四个铰接点,在四个所述铰接点中,有两个相对的所述铰接点分别用于与所述第一悬臂梁的上端面和所述第二悬臂梁的下端面铰接,其余两个所述铰接点分别与所述弹簧件的两端铰接。通过所述第一铰接杆、所述支撑杆、所述第二铰接杆以及连接杆首尾依次铰接形成四边形,通过弹簧件来限制四边形的变形,不仅实现了将两个相邻悬臂梁连接,且还具有良好的减振能力;具有良好的振动控制效果。Further, it also includes: a first hinged rod and a second hinged rod, the adjustment assembly includes a spring member; the first hinged rod, the support rod, the second hinged rod and the connecting rod are sequentially hinged and encircled form a quadrilateral; there are four hinge points in the quadrilateral, and among the four hinge points, two opposite hinge points are respectively used to connect with the upper end surface of the first cantilever beam and the second The lower end surface of the cantilever beam is hinged, and the other two hinge points are respectively hinged with the two ends of the spring member. The first articulated rod, the support rod, the second articulated rod and the connecting rod are sequentially hinged to form a quadrilateral, and the deformation of the quadrilateral is restricted by the spring, which not only realizes the connection of two adjacent cantilever beams, but also It also has good vibration damping ability; it has good vibration control effect.
另一方面,本发明一方面提供了一种悬臂梁振动控制方法包括如下步骤:On the other hand, the present invention provides a vibration control method of a cantilever beam comprising the following steps:
将支撑杆的第一端安装在第一悬臂梁上;mounting the first end of the support rod on the first outrigger;
在所述支撑杆上安装调节组件;Install the adjustment assembly on the support rod;
在调节组件上设置连接杆;Set the connecting rod on the adjustment assembly;
调整调节组件,改变第一端和第四端的间距;Adjust the adjustment assembly to change the distance between the first end and the fourth end;
连接杆的第四端与第二悬臂梁抵接。The fourth end of the connecting rod abuts against the second cantilever beam.
本方法能将悬臂梁振动控制结构快速的安装在相应的悬臂梁上,有效降低了相邻两个悬臂梁的振动。The method can quickly install the cantilever beam vibration control structure on the corresponding cantilever beam, effectively reducing the vibration of two adjacent cantilever beams.
附图说明Description of drawings
图1是本发明实施例振动控制结构连续分布示意图;Fig. 1 is a schematic diagram of the continuous distribution of the vibration control structure of the embodiment of the present invention;
图2是本发明实施例单个振动控制结构示意图;Fig. 2 is a schematic diagram of a single vibration control structure of an embodiment of the present invention;
图3是本发明实施例铰接情况的单个振动控制结构示意图;Fig. 3 is a schematic diagram of a single vibration control structure of a hinged case in an embodiment of the present invention;
图4是本发明实施例有筒状弹簧的单个振动控制结构示意图;Fig. 4 is a schematic diagram of a single vibration control structure with a cylindrical spring in an embodiment of the present invention;
图5是本发明实施例有铰接杆的单个振动控制结构示意图;Fig. 5 is a schematic diagram of a single vibration control structure with a hinged rod in an embodiment of the present invention;
图6是本发明实施例图5中的调节组件结构示意图;Fig. 6 is a schematic structural diagram of the adjusting assembly in Fig. 5 according to the embodiment of the present invention;
图7是本发明实施例图6中的调节组件仰视图;Fig. 7 is a bottom view of the adjustment assembly in Fig. 6 according to the embodiment of the present invention;
图8是本发明实施例有混凝土柱的单个振动控制结构示意图;Fig. 8 is a schematic diagram of a single vibration control structure with a concrete column in an embodiment of the present invention;
图9是本发明实施例振动控制结构间隔分布示意图;Fig. 9 is a schematic diagram of the interval distribution of the vibration control structure according to the embodiment of the present invention;
图中,1、第一悬臂梁;2、第二悬臂梁;3、支撑杆;31、第一端;32、第二端;33、底板;4、连接杆;41、第三端;42、第四端;43、连接板;5、调节组件;51、套筒;52、筒状弹簧;53、减振垫;54、弹簧件;6、第一铰接杆;7、第二铰接杆;8、连接件;9、伸缩杆;10、筒体;11、混凝土柱;12、钢筋件;13、微膨胀水泥。In the figure, 1, the first cantilever beam; 2, the second cantilever beam; 3, the support rod; 31, the first end; 32, the second end; 33, the bottom plate; 4, the connecting rod; 41, the third end; 42 , fourth end; 43, connecting plate; 5, adjustment assembly; 51, sleeve; 52, cylindrical spring; 53, damping pad; 54, spring piece; 6, first hinged rod; 7, second hinged rod ; 8. Connecting piece; 9. Telescopic rod; 10. Cylinder; 11. Concrete column; 12. Steel bar; 13. Micro-expansion cement.
具体实施方式Detailed ways
下面结合附图和实施例,对本发明的具体实施方式作进一步详细描述。以下实施例用于说明本发明,但不用来限制本发明的范围。The specific implementation manners of the present invention will be further described in detail below in conjunction with the accompanying drawings and embodiments. The following examples are used to illustrate the present invention, but are not intended to limit the scope of the present invention.
在本发明的描述中,需要理解的是,术语“上”、“下”、“前”、“后”、“左”、“右”、“顶”、“底”、“内”、“外”、“轴向”、“径向”、“周向”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。在本发明的描述中,“多个”的含义是两个或两个以上,除非另有明确具体的限定。In describing the present invention, it should be understood that the terms "upper", "lower", "front", "rear", "left", "right", "top", "bottom", "inner", " The orientation or positional relationship indicated by "outer", "axial", "radial" and "circumferential" are based on the orientation or positional relationship shown in the drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating Or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore should not be construed as limiting the invention. In the description of the present invention, "plurality" means two or more, unless otherwise specifically defined.
如图1-8所示,本发明实施例优选实施例的一种悬臂梁振动控制结构,用于安装在相邻的第一悬臂梁1和第二悬臂梁2之间;包括:支撑杆3、连接杆4,调节组件5;支撑杆3具有第一端31和第二端32;第一端31用于与第一悬臂梁1的上端面连接;连接杆4位于支撑杆3的上方;连接杆4具有第三端41和第四端42;第四端42用于与第二悬臂梁2的下端面抵接;调节组件5分别与支撑杆3和连接杆4连接;调节组件5用于调节第一端31到第四端42的距离。As shown in Figures 1-8, a vibration control structure of a cantilever beam in a preferred embodiment of the present invention is used to be installed between adjacent first cantilever beams 1 and
其中,调节组件5用于调节第一端31到第四端42的距离也可以认为是调节在图1-4中的第二端32到第三端41的距离。Wherein, the adjusting
具体的,该悬臂梁振动控制结构,不仅可以安装在整栋建筑物的任意相邻的两个悬臂梁之间,而且还能如图1所示,可根据需要安装多个悬臂梁振动控制结构依次分布在多个连续排列的悬臂梁的间隙上,或者如图9所示,多个悬臂梁振动控制结构在多个悬臂梁形成的连续间隙上间隔分布。Specifically, the cantilever beam vibration control structure can not only be installed between any two adjacent cantilever beams of the whole building, but also can be installed with multiple cantilever beam vibration control structures as shown in Figure 1 Distributed sequentially on the gaps of a plurality of continuously arranged cantilever beams, or as shown in FIG. 9 , a plurality of cantilever beam vibration control structures are distributed at intervals on the continuous gap formed by a plurality of cantilever beams.
本发明实施例一种悬臂梁振动控制结构与现有技术相比,其有益效果在于:通过将支撑杆3与第一悬臂梁1连接,连接杆4与第二悬臂梁2连接,通过调节组件5连接支撑杆3和连接杆4,调整调节组件5使得支撑杆3和连接杆4相向或相远离的移动,即第一端31和第二端32相互靠近或远离,进而使连接杆4的第四端42抵接在第二悬臂梁2的下端面上;实现将两个悬臂梁振连接后,以减小悬臂梁的振动。该结构简单,且成本低,便于普及和推广。Compared with the prior art, a vibration control structure of a cantilever beam in the embodiment of the present invention has the beneficial effect that: by connecting the
在一个实施例中,如图1-4所示,调节组件5包括:具有第一内螺纹的套筒51:套筒51的两端分别套设在支撑杆3和连接杆4上;支撑杆3具有第一外螺纹;套筒51与支撑杆3螺纹配合套筒51可沿支撑杆3的轴向移动。支撑杆3与套筒51螺纹连接,实现了当转动套筒51时可使得套筒51沿支撑杆3的轴向移动,实现套筒51带动连接杆4移动并抵接在第二悬臂梁2的下端面上。该调节组件5的结构简单操作方便,且实用可靠。In one embodiment, as shown in Figures 1-4, the
在一个实施例中,如图1、2、4所示,第四端42上固定设有连接板43,且连接板43用于与第二悬臂梁2的下端面抵接;第一端31固定设有底板33,且底板33用于与第一悬臂梁1的上端面固定连接。通过连接板43和底板33的配合提分别高了连接杆4和支撑杆3的稳定性,且可将支撑力分散在连接板43和底板33上,降低了连接杆4和支撑杆3与悬臂梁连接处的压强。In one embodiment, as shown in Figures 1, 2 and 4, a connecting
具体的,底板33与第一悬臂梁1上端面通过螺栓连接或者,底板33与第一悬臂梁1一体成型(即底板33作为预埋件),提高底板33与第一悬臂梁1连接的稳定性。Specifically, the
在一个实施例中,如图4所示,连接杆4的外部套设有筒状弹簧52,筒状弹簧52的两端分别抵接在套筒51的上端和连接板43的下端;连接杆4可沿套筒51的轴向伸缩移动。通过筒状弹簧52可充分吸收悬臂产生的振动。结构简单运行可靠。In one embodiment, as shown in Figure 4, a
在一个实施例中,如图1、2、4所示,连接杆4具有第二外螺纹,且第二外螺纹的旋转方向与第一外螺纹的旋转方向相反;套筒51具有第二内螺纹;连接杆4与套筒51螺纹配合。通过旋转套筒51可实现支撑杆3和连接杆4分别沿套筒51的轴向相向或相远离的运动,可快速的实现将连接杆4与第二悬臂梁2抵接,并能快速调节支撑杆3和连接杆4的相对距离。In one embodiment, as shown in Figures 1, 2 and 4, the connecting rod 4 has a second external thread, and the rotation direction of the second external thread is opposite to that of the first external thread; the
在一个实施例中,如图2所示,连接板43的上端面固定设置有减振垫53;减振垫53用于抵接在第二悬臂梁2的下端面。设置减振垫53能从分的吸收悬臂梁产生的振动。In one embodiment, as shown in FIG. 2 , a vibration-damping
在一个实施例中,减振垫53为弹性橡胶垫。弹性橡胶价格低且减振效果好。In one embodiment, the vibration-damping
在一个实施例中,连接杆4用于与第二悬臂梁2的下端面铰接;支撑杆3用于与第一悬臂梁1的上端面铰接。连接杆4与第二悬臂梁2的下端面铰接后,支撑杆3用于与第一悬臂梁1的上端面铰接后能可使得支撑杆3和连接杆4的受力方向沿支撑杆3和连接杆4的轴向,避免产生扭矩,提高了支撑杆3和连接杆4的使用寿命。In one embodiment, the connecting rod 4 is used to be hinged to the lower end surface of the
在一个实施例中,如图5、6、7所示,还包括:第一铰接杆6和第二铰接杆7,调节组件5包括弹簧件54;第一铰接杆6、支撑杆3、第二铰接杆7以及连接杆4首尾依次铰接并围合形成四边形;四边形中具有四个铰接点,在四个铰接点中,有两个相对的铰接点分别用于与第一悬臂梁1的上端面和第二悬臂梁2的下端面铰接,其余两个铰接点分别与弹簧件54的两端铰接。通过第一铰接杆6、支撑杆3、第二铰接杆7以及连接杆4首尾依次铰接形成四边形,通过弹簧件54来限制四边形的变形,不仅实现了将两个相邻悬臂梁连接,且还具有良好的减振能力;具有良好的振动控制效果。In one embodiment, as shown in Figures 5, 6 and 7, it also includes: a first hinged rod 6 and a second hinged rod 7, the
在一个实施例中,如图5、6、7所示,弹簧件54的一端固定连接有连接件8,另一端转动连接有伸缩杆9;伸缩杆9具有第三外螺纹;在与弹簧件54的两端分别铰接的两个铰接点中,一个铰接点与连接件8铰接,另一个铰接点铰接有筒体10;且筒体10内具有第三内螺纹,筒体10套设在伸缩杆9上并与伸缩杆9螺纹连接。通过转动伸缩杆9,伸缩杆9沿筒体10的轴向移动,调整了弹簧件54的拉力值;当弹簧件54的拉力值变大时,靠近弹簧件54两端的两个铰接点相互靠近,使得与两个相邻悬臂梁连接的两个铰接点相互远离,第一铰接杆6、支撑杆3、第二铰接杆7以及连接杆4均受压。调整了两个相邻悬臂梁与第一铰接杆6、支撑杆3、第二铰接杆7以及连接杆4的受力情况,同样的,当两个相邻悬臂梁发生振动时,会造成与之连接的两个铰接点发生相近或相远离的运动,通过弹簧件54的弹力能有效限制其与两个相邻悬臂梁的两个铰接点发生相近或相远离的运动。达到减振可控制振动的效果。具体的,如图5所示,第一铰接杆6上还连接有拉力表,可显示第一铰接杆6的拉力状态,便于使用者进行相应的调整拉力值。In one embodiment, as shown in Figures 5, 6, and 7, one end of the
在一个实施例中,底板33位于靠近第一悬臂梁1上端面的自由端,支撑杆3沿竖直方向设置,套筒51和连接杆4均在支撑杆3的延伸方向上延伸。In one embodiment, the
在一个实施例中,如图8所示,可通过相应设备测量两个相邻悬臂梁的振动频率,若悬臂梁的振动频率大于3Hz时可在两个相邻悬臂梁上设置沿竖直方向延伸的混凝土柱11,混凝土柱11的上端通过注入微膨胀水泥13实现混凝土柱11与两个相邻的悬臂梁抵接;在混凝土柱11的两端具有分别与两个相邻悬臂梁固定连接的钢筋件12。该设置能进一步降低成本,且操作简单。In one embodiment, as shown in Figure 8, the vibration frequency of two adjacent cantilever beams can be measured by corresponding equipment, if the vibration frequency of the cantilever beam is greater than 3 Hz, it can be set on the two adjacent cantilever beams along the vertical direction The extended concrete column 11, the upper end of the concrete column 11 realizes the abutment between the concrete column 11 and two adjacent cantilever beams by injecting
另一方面,本发明一方面提供了一种悬臂梁振动控制方法包括如下步骤:On the other hand, the present invention provides a vibration control method of a cantilever beam comprising the following steps:
将支撑杆3的第一端31安装在第一悬臂梁1上;Install the
在支撑杆3上安装调节组件5;Install the
在调节组件5上设置连接杆4;Set the connecting rod 4 on the
调整调节组件5,改变第一端31和第四端42的间距;Adjust the
连接杆4的第四端42与第二悬臂梁2抵接。The
本方法能将悬臂梁振动控制结构快速的安装在相应的悬臂梁上,有效降低了相邻两个悬臂梁的振动。The method can quickly install the cantilever beam vibration control structure on the corresponding cantilever beam, effectively reducing the vibration of two adjacent cantilever beams.
综上,本发明实施例提供一种悬臂梁振动控制结构和安装方法,其通过将支撑杆3与第一悬臂梁1连接,连接杆4与第二悬臂梁2连接,通过调节组件5连接支撑杆3和连接杆4,调整调节组件5使得支撑杆3和连接杆4相向或相远离的移动,即第一端31和第二端32相互靠近或远离,进而使连接杆4的第四端42抵接在第二悬臂梁2的下端面上;实现将两个悬臂梁振连接后,以减小悬臂梁的振动。该结构简单,且成本低,便于普及和推广。To sum up, the embodiment of the present invention provides a cantilever beam vibration control structure and installation method, which connects the
以上所述仅是本发明的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本发明技术原理的前提下,还可以做出若干改进和替换,这些改进和替换也应视为本发明的保护范围。The above is only a preferred embodiment of the present invention, it should be pointed out that for those of ordinary skill in the art, without departing from the technical principle of the present invention, some improvements and replacements can also be made, these improvements and replacements It should also be regarded as the protection scope of the present invention.
Claims (10)
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