CN104864259A - Truss - Google Patents
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- CN104864259A CN104864259A CN201510233238.3A CN201510233238A CN104864259A CN 104864259 A CN104864259 A CN 104864259A CN 201510233238 A CN201510233238 A CN 201510233238A CN 104864259 A CN104864259 A CN 104864259A
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Abstract
本发明公开了一种桁架,其特征在于,包括至少一根主梁和至少一根侧梁;所述侧梁的至少一端与其中一根主梁连接。本发明中的桁架由主梁和侧梁构成。其中,主梁充分利用了金属材料的延展性和材料均匀性、复合材料的可设计性和疲劳性等性能,使主梁不仅能够承受瞬时冲击和长时间的高频振动,还具有良好的耐高温性能和拉伸强度。
The invention discloses a truss, which is characterized in that it comprises at least one main beam and at least one side beam; at least one end of the side beam is connected to one of the main beams. The truss in the present invention consists of main girders and side girders. Among them, the main beam makes full use of the ductility and material uniformity of metal materials, the designability and fatigue properties of composite materials, so that the main beam can not only withstand instantaneous impact and long-term high-frequency vibration, but also has good resistance High temperature properties and tensile strength.
Description
技术领域technical field
本发明涉及一种桁架。The invention relates to a truss.
背景技术Background technique
在海洋工程、桥梁工程、或者其他对结构重量有苛刻要求的领域,对结构不仅有一定的重量指标要求,还有更高的技术指标要求,如刚度、强度、抗拉伸强度、抗压强度、抗瞬时冲击强度等。如果结构部件由全金属材料制得,要使结构达到一定的技术指标要求,该结构不仅体积庞大,而且重量很大。以桁架为例,如果是全金属桁架,要想使其具有更高的技术指标,即需要增大桁架的尺寸,从而增加了桁架自身的重量及其所占用的空间,这不仅会对结构中其他部件的空间布置造成困难,还会使整个产品背上沉重的重量负担,降低了结构承载其他物体的承载能力。另一方面,全金属材料制得的桁架的耐腐蚀性差,对恶劣环境的抵御能力差。In marine engineering, bridge engineering, or other fields that have strict requirements on structural weight, there are not only certain weight index requirements for structures, but also higher technical index requirements, such as stiffness, strength, tensile strength, and compressive strength. , Instantaneous impact strength, etc. If the structural components are made of all-metal materials, the structure will not only be bulky but also heavy in order to make the structure meet certain technical index requirements. Taking the truss as an example, if it is an all-metal truss, in order to make it have a higher technical index, it is necessary to increase the size of the truss, thereby increasing the weight of the truss itself and the space it occupies. The spatial arrangement of other components creates difficulties, and also places a heavy weight burden on the entire product, reducing the load-bearing capacity of the structure to carry other objects. On the other hand, trusses made of all-metal materials have poor corrosion resistance and poor resistance to harsh environments.
发明内容Contents of the invention
本发明的目的是为了克服现有技术中的不足,提供一种桁架。The object of the present invention is to provide a truss in order to overcome the deficiencies in the prior art.
为实现以上目的,本发明通过以下技术方案实现:To achieve the above object, the present invention is achieved through the following technical solutions:
桁架,其特征在于,包括至少一根主梁和至少一根侧梁;所述侧梁的至少一端与其中一根主梁连接。The truss is characterized by comprising at least one main beam and at least one side beam; at least one end of the side beam is connected to one of the main beams.
优选地是,所述主梁包括至少一个第一复合材料杆件;所述第一复合材料杆件包括金属柱体;所述金属柱体外表面包覆有第一纤维增强塑料层;所述金属柱体外表面设置有绝缘涂层;所述绝缘涂层设置于所述金属柱体外表面与所述第一纤维增强塑料层之间。Preferably, the main beam includes at least one first composite material rod; the first composite material rod includes a metal cylinder; the outer surface of the metal cylinder is covered with a first fiber reinforced plastic layer; the metal An insulating coating is provided on the outer surface of the cylinder; the insulating coating is arranged between the outer surface of the metal cylinder and the first fiber-reinforced plastic layer.
优选地是,所述第一纤维增强塑料层为一根或多根第一纤维增强塑料线或第一纤维增强塑料带缠绕于所述金属柱体外表面形成;所述多根第一纤维增强塑料线或第一纤维增强塑料带依次缠绕于所述金属柱体外表面。Preferably, the first fiber-reinforced plastic layer is formed by winding one or more first fiber-reinforced plastic threads or first fiber-reinforced plastic tapes on the outer surface of the metal cylinder; the plurality of first fiber-reinforced plastic The wire or the first fiber-reinforced plastic tape is wound around the outer surface of the metal cylinder in sequence.
优选地是,所述第一纤维增强塑料层外表面还设置有第二纤维增强塑料层;所述第二纤维增强塑料层为第二纤维增强塑料线或第二纤维增强塑料带依次缠绕于所述第一纤维增强塑料层外表面形成。Preferably, a second fiber-reinforced plastic layer is provided on the outer surface of the first fiber-reinforced plastic layer; the second fiber-reinforced plastic layer is a second fiber-reinforced plastic thread or a second fiber-reinforced plastic tape wound around the The outer surface of the first fiber reinforced plastic layer is formed.
优选地是,所述第一纤维增强塑料层为碳纤维增强塑料层;所述第二纤维增强塑料层为玻璃纤维增强塑料层或晶须增强塑料层。Preferably, the first fiber-reinforced plastic layer is a carbon fiber-reinforced plastic layer; the second fiber-reinforced plastic layer is a glass fiber-reinforced plastic layer or a whisker-reinforced plastic layer.
优选地是,所述金属柱体设有沿轴向延伸的第一通孔。Preferably, the metal cylinder is provided with a first through hole extending in the axial direction.
优选地是,所述绝缘涂层为树脂涂层。Preferably, the insulating coating is a resin coating.
优选地是,所述金属柱体外表面为波浪形。Preferably, the outer surface of the metal cylinder is wavy.
优选地是,所述第一复合材料杆件的端部设有法兰;所述第一复合材料杆件通过所述法兰与另一个所述第一复合材料杆件连接。Preferably, the end of the first composite material rod is provided with a flange; the first composite material rod is connected to another first composite material rod through the flange.
优选地是,所述法兰的外表面为波浪形;所述第一纤维增强塑料层覆盖所述法兰呈波浪形的外表面,与所述法兰呈波浪形的外表面机械咬合。Preferably, the outer surface of the flange is wavy; the first fiber reinforced plastic layer covers the wavy outer surface of the flange and mechanically engages with the wavy outer surface of the flange.
优选地是,所述第一复合材料杆件的两端均设有所述法兰;所述法兰的外表面设有多个沿圆周方向分布的第一凸块;第一纤维增强塑料线或第一纤维增强塑料带沿所述金属柱体轴向缠绕、并依次绕过所述金属柱体两端法兰上的第一凸块,将所述金属柱体两端的法兰与所述金属柱体连接,并形成所述第一纤维增强塑料层。Preferably, both ends of the first composite material rod are provided with the flange; the outer surface of the flange is provided with a plurality of first protrusions distributed along the circumferential direction; the first fiber reinforced plastic wire Or the first fiber-reinforced plastic belt is wound along the axial direction of the metal cylinder, and sequentially bypasses the first bumps on the flanges at both ends of the metal cylinder, and connects the flanges at both ends of the metal cylinder to the Metal posts are connected and form the first fiber reinforced plastic layer.
优选地是,所述侧梁包括支撑体;所述支撑体的两端分别设有至少一个第一耳片;所述支撑体的外表面包覆有第三纤维增强材料层。Preferably, the side beam includes a support body; at least one first lug is respectively provided at both ends of the support body; and the outer surface of the support body is covered with a third layer of fiber reinforced material.
优选地是,所述支撑体的两端分别设有一个或两个所述耳片;位于所述支撑体同一端的两个所述耳片间隔设置。Preferably, one or two lugs are respectively provided at both ends of the support body; the two lugs located at the same end of the support body are arranged at intervals.
优选地是,所述第一耳片抵靠在所述支撑体上;第三纤维增强材料线或第三纤维增强材料带沿所述支撑体的轴向缠绕所述支撑体和所述第一耳片后加热固化形成所述第三纤维增强材料层,并将所述第一耳片和所述支撑体连接。Preferably, the first tab abuts against the support body; a third fiber reinforced material wire or a third fiber reinforced material belt is wound around the support body and the first lug along the axial direction of the support body. The ear piece is heated and solidified to form the third fiber reinforced material layer, and connect the first ear piece to the support body.
优选地是,所述第三纤维增强材料层的外表面还包覆有第四纤维增强材料层;第四纤维增强材料线或第四纤维增强材料带沿所述支撑体的圆周方向和轴向缠绕所述第三纤维增强材料层后加热固化形成所述第四纤维增强材料层。Preferably, the outer surface of the third layer of fiber-reinforced material is also covered with a fourth layer of fiber-reinforced material; the fourth fiber-reinforced material wire or the fourth fiber-reinforced material belt is along the circumferential direction and the axial direction of the support body The fourth fiber reinforced material layer is formed by heating and curing after winding the third fiber reinforced material layer.
优选地是,所述第一耳片抵靠在所述支撑体上;第三纤维增强材料线或第三纤维增强材料带沿所述支撑体的圆周方向和轴向缠绕所述支撑体和所述第一耳片后加热固化形成所述第三纤维增强材料层,并将所述第一耳片和所述支撑体连接。Preferably, the first tab abuts against the support body; the third fiber reinforced material wire or the third fiber reinforced material belt is wound around the support body and the support body along the circumferential direction and the axial direction of the support body. The first ear piece is heated and solidified to form the third fiber reinforced material layer, and the first ear piece is connected to the support body.
优选地是,所述第三纤维增强材料层的外表面还包覆有第四纤维增强材料层;所述第四纤维增强材料层由第四纤维增强材料线或第四纤维增强材料带沿所述支撑体的轴向缠绕所述第三纤维增强材料层后加热固化形成。Preferably, the outer surface of the third fiber-reinforced material layer is also coated with a fourth fiber-reinforced material layer; The supporting body is formed by winding the third fiber reinforced material layer in the axial direction and then heating and curing.
优选地是,所述第一耳片设有第一沟槽;所述第三纤维增强材料线或所述第三纤维增强材料带沿轴向缠绕所述第一耳片时,容置于所述第一沟槽内;或者所述第四纤维增强材料线或所述第四纤维增强材料带沿轴向缠绕所述第一耳片时,容置于所述第一沟槽内。Preferably, the first lug is provided with a first groove; when the third fiber reinforced material wire or the third fiber reinforced material strip is wound around the first lug in the axial direction, it is accommodated in the first lug. or the fourth fiber reinforced material wire or the fourth fiber reinforced material strip is accommodated in the first groove when axially wound around the first tab.
优选地是,所述第一耳片上设有多个沿圆周方向分布的第二凸块;所述第三纤维增强材料线或所述第三纤维增强材料带沿轴向缠绕、并依次绕过所述支撑体两端第一耳片上的第二凸块,将所述支撑体两端的第一耳片与所述支撑体连接;或者所述第四纤维增强材料线或所述第四纤维增强材料带沿轴向缠绕、并依次绕过所述支撑体两端第一耳片上的第二凸块,将所述支撑体两端的第一耳片与所述支撑体连接。Preferably, the first lug is provided with a plurality of second protrusions distributed along the circumferential direction; the third fiber-reinforced material wire or the third fiber-reinforced material strip is wound along the axial direction and passed around in sequence The second lugs on the first lugs at both ends of the support connect the first lugs at both ends of the support to the support; or the fourth fiber reinforced material line or the fourth fiber reinforced The material strip is wound along the axial direction and sequentially passes around the second lugs on the first lugs at both ends of the support body to connect the first lugs at both ends of the support body to the support body.
优选地是,所述第一耳片的外表面为波浪形;所述第三纤维增强材料线或所述第三纤维增强材料带缠绕所述第一耳片时,与所述第一耳片上呈波浪形的外表面机械咬合。Preferably, the outer surface of the first ear piece is corrugated; when the third fiber reinforced material thread or the third fiber reinforced material strip is wound around the first ear piece, it will be in contact with the first ear piece The wavy outer surface mechanically snaps together.
优选地是,所述侧梁还包括第一连接件;所述第一连接件包括相配合的第一凸块和第一插槽;所述第一凸块设置在所述第一耳片和所述支撑体其中之一上,所述第一插槽设置在所述第一耳片和所述支撑体中的另一个上;所述第一凸块可插拔地插置于所述第一插槽内,将所述第一耳片安装在所述支撑体的端部。Preferably, the side sill further includes a first connecting piece; the first connecting piece includes a matched first protrusion and a first slot; the first protrusion is arranged on the first lug and the first slot. On one of the supporting bodies, the first slot is arranged on the other of the first tab and the supporting body; the first protrusion is pluggably inserted into the first lug. Install the first lug on the end of the supporting body in a slot.
优选地是,所述侧梁还包括连杆;所述连杆的两端分别设有一个所述第一耳片;所述支撑体上设有沿轴向延伸的凹槽;所述凹槽与所述连杆相适应;所述连杆嵌入所述凹槽内,使所述第一耳片伸出所述凹槽设置于所述支撑体的端部。Preferably, the side beam further includes a connecting rod; the two ends of the connecting rod are respectively provided with the first lug; the supporting body is provided with a groove extending in the axial direction; the groove Compatible with the connecting rod; the connecting rod is inserted into the groove, so that the first tab protrudes from the groove and is arranged at the end of the support body.
优选地是,所述连杆的个数为两个;所述支撑体上设有两个所述凹槽;每个所述连杆嵌入一个所述凹槽内;设置于所述支撑体同一端的两个耳片间隔设置。Preferably, the number of the connecting rods is two; the support body is provided with two grooves; each of the connecting rods is embedded in one of the grooves; The two lugs at the end are spaced apart.
优选地是,所述第一耳片与所述连杆一体设置;所述第一耳片和所述连杆由金属材料制得,或由第五纤维增强材料缠绕后加热固化制得,或采用树脂传递模塑成型工艺形成。Preferably, the first lug is integrated with the connecting rod; the first lug and the connecting rod are made of metal material, or are made of a fifth fiber-reinforced material that is wound and then heated and cured, or Formed using a resin transfer molding process.
优选地是,第三纤维增强材料线或第三纤维增强材料带沿所述支撑体的圆周方向和轴向缠绕所述支撑体、所述连杆和所述耳片后加热固化形成所述第三纤维增强材料层,并将所述连杆和所述支撑体连接。Preferably, the third fiber-reinforced material wire or the third fiber-reinforced material belt is wound around the support body, the connecting rod and the ear pieces along the circumferential direction and the axial direction of the support body, and then heated and cured to form the first Three fiber reinforced material layers are used to connect the connecting rod and the support body.
优选地是,所述第三纤维增强材料层的外表面还包覆有第四纤维增强材料层;所述第四纤维增强材料层由第四纤维增强材料线或第四纤维增强材料带沿所述支撑体的轴向缠绕所述第三纤维增强材料层后加热固化形成。Preferably, the outer surface of the third fiber-reinforced material layer is also coated with a fourth fiber-reinforced material layer; The supporting body is formed by winding the third fiber reinforced material layer in the axial direction and then heating and curing.
优选地是,所述第三纤维增强材料层为第三纤维增强树脂层;所述第四纤维增强材料层为第四纤维增强树脂层;所述第五纤维增强材料层为第五纤维增强树脂层;所述第三纤维增强树脂层包括第三纤维和第三树脂;所述第四纤维增强树脂层包括第四纤维和第四树脂;所述第五纤维增强树脂层包括第五纤维和第五树脂;所述第三纤维、所述第四纤维与所述第五纤维相同或不相;所述第三纤维、所述第四纤维或所述第五纤维选自玻璃纤维、碳纤维、金属纤维、硼纤维、石棉纤维、芳纶纤维、奥纶纤维、聚酯纤维、尼龙纤维、维尼纶纤维、聚丙烯纤维、聚酰亚胺纤维、棉纤维和剑麻中的一种或任意几种;所述第一树脂、所述第二树脂或所述第三树脂相同或不同;所述第三树脂、所述第四树脂或所述第五树脂选自环氧树脂、酚醛树脂、乙烯基树脂、苯并噁嗪树脂、聚酰亚胺树脂、双马来酰亚胺树脂中的一种或任意几种。Preferably, the third fiber reinforced material layer is a third fiber reinforced resin layer; the fourth fiber reinforced material layer is a fourth fiber reinforced resin layer; the fifth fiber reinforced material layer is a fifth fiber reinforced resin layer layer; the third fiber-reinforced resin layer includes a third fiber and a third resin; the fourth fiber-reinforced resin layer includes a fourth fiber and a fourth resin; the fifth fiber-reinforced resin layer includes a fifth fiber and a first resin Five resins; the third fiber, the fourth fiber and the fifth fiber are the same or different; the third fiber, the fourth fiber or the fifth fiber is selected from glass fiber, carbon fiber, metal One or more of fiber, boron fiber, asbestos fiber, aramid fiber, orlon fiber, polyester fiber, nylon fiber, vinylon fiber, polypropylene fiber, polyimide fiber, cotton fiber and sisal ; the first resin, the second resin or the third resin is the same or different; the third resin, the fourth resin or the fifth resin is selected from epoxy resin, phenolic resin, vinyl One or more of resins, benzoxazine resins, polyimide resins, and bismaleimide resins.
优选地是,耳片既可以由金属材料制得,也可以由复合材料制得。复合材料可选用金属基复合材料、陶瓷基复合材料或高分子基复合材料。所述第一耳片上设有第二通孔。当耳片采用复合材料制得,所述第二通孔内可设置第一衬套。第一衬套可避免耳片磨损,延长耳片使用寿命。第一衬套磨损后,较耳片更换方便。Preferably, the lugs can be made of either metal materials or composite materials. Composite materials can be metal matrix composites, ceramic matrix composites or polymer matrix composites. The first tab is provided with a second through hole. When the lug is made of composite material, the first bushing can be arranged in the second through hole. The first bushing prevents lug wear and prolongs lug life. After the first bush is worn out, it is easier to replace than the lugs.
优选地是,所述支撑体由泡沫材料等蓬松轻质材料制得。Preferably, the support body is made of fluffy and lightweight materials such as foam materials.
优选地是,所述主梁上设有与所述第一耳片相适应的第二耳片;螺栓或螺钉依次贯穿所述第一耳片和所述第二耳片,将所述侧梁安装在所述主梁上。Preferably, the main beam is provided with a second lug compatible with the first lug; bolts or screws pass through the first lug and the second lug in turn, and the side beam installed on the main beam.
优选地是,还包括套筒,所述套筒的外表面上设有至少一个所述第二耳片;所述套筒套设在所述主梁的外表面上;所述主梁设有沿轴向延伸的第一通孔;所述第一通孔内设有第二衬套;螺栓或螺钉依次贯穿所述套筒、所述主梁的孔壁和所述第二衬套,将所述套筒锁紧在所述主梁上。Preferably, a sleeve is also included, and at least one of the second lugs is provided on the outer surface of the sleeve; the sleeve is sleeved on the outer surface of the main beam; the main beam is provided with A first through hole extending in the axial direction; a second bushing is arranged in the first through hole; bolts or screws pass through the sleeve, the hole wall of the main beam and the second bushing in sequence, and the The sleeve is locked on the main beam.
优选地是,所述套筒包括至少两个弧形板;所述弧形板的两侧设有沿径向向外延伸的翻边;螺栓或螺钉依次贯穿相邻的两个弧形板上的翻边,将相邻的两个弧形板连接。Preferably, the sleeve includes at least two arc-shaped plates; both sides of the arc-shaped plates are provided with flanges extending radially outward; bolts or screws pass through two adjacent arc-shaped plates in sequence The flanging of the two adjacent curved plates is connected.
优选地是,所述主梁为长方体;所述第二耳片设置在一平板上;螺栓或螺钉依次贯穿所述平板和所述主梁,将所述第二耳片安装在所述主梁上。Preferably, the main beam is a cuboid; the second lug is arranged on a flat plate; bolts or screws pass through the flat plate and the main beam in turn, and the second lug is installed on the main beam superior.
本发明中的桁架由主梁和侧梁构成。其中,主梁充分利用了金属材料的延展性和材料均匀性、复合材料的可设计性和疲劳性等性能,使主梁不仅能够承受瞬时冲击和长时间的高频振动,还具有良好的耐高温性能和拉伸强度。本发明在金属柱体外表面设置绝缘涂层,可以防止金属柱体与第一纤维增强塑料层之间的电偶腐蚀问题。第一纤维增强塑料层为碳纤维增强塑料层时,其抗冲击性差,易受外界环境的影响,因此在碳纤维增强塑料层的外表面再设置玻璃纤维增强塑料层,可以增强主梁的抗冲击性。The truss in the present invention consists of main girders and side girders. Among them, the main beam makes full use of the ductility and material uniformity of metal materials, the designability and fatigue properties of composite materials, so that the main beam can not only withstand instantaneous impact and long-term high-frequency vibration, but also has good resistance High temperature properties and tensile strength. The invention provides an insulating coating on the outer surface of the metal cylinder, which can prevent the galvanic corrosion problem between the metal cylinder and the first fiber-reinforced plastic layer. When the first fiber-reinforced plastic layer is a carbon fiber-reinforced plastic layer, its impact resistance is poor and it is easily affected by the external environment. Therefore, a glass fiber-reinforced plastic layer is arranged on the outer surface of the carbon fiber-reinforced plastic layer to enhance the impact resistance of the main beam. .
本发明中的桁架的侧梁,充分利用了复合材料的可设计性和疲劳性等性能,使其具有优异的抗拉伸性能、抗压性能。通过纤维增强材料沿支撑体的轴向缠绕包裹耳片和支撑体,提高耳片和支撑体的结合强度,更重要的是,使侧梁具有优异的抗拉伸性能,拉伸应变最高可达3.5%以上。通过纤维增强材料沿支撑体的圆周方向和轴向缠绕包裹耳片和支撑体,使侧梁具有优异的抗压性能。The side girder of the truss in the present invention makes full use of the designability and fatigue properties of the composite material, so that it has excellent tensile and compressive properties. The fiber reinforced material is wrapped around the ear piece and the support body along the axial direction of the support body to improve the bonding strength of the ear piece and the support body. More importantly, the side beam has excellent tensile properties, and the tensile strain can reach up to 3.5% or more. The side beam has excellent compressive performance by wrapping the lugs and the support body with the fiber reinforced material along the circumferential direction and the axial direction of the support body.
与全金属桁架相比,在达到相同的各项力学指标的情况下,本发明中的桁架具有明显的重量优势和更高的安全系数,不论是本发明中的主梁还是侧梁,均可较全金属杆件减轻重量30%。与全金属杆件相比,重量相等长度相同的情况下,本发明的主梁和侧梁的力学指标均提升20%~40%。这也意味着本发明将在海洋工程、桥梁工程等对结构重量有苛刻要求的领域有着光明的应用前景。Compared with the all-metal truss, the truss in the present invention has an obvious weight advantage and a higher safety factor under the condition of achieving the same various mechanical indexes, no matter the main beam or the side beam in the present invention can 30% lighter than all-metal rods. Compared with all-metal rods, under the condition of the same weight and the same length, the mechanical indexes of the main girder and the side girder of the present invention are both increased by 20% to 40%. This also means that the present invention will have a bright application prospect in ocean engineering, bridge engineering and other fields that have strict requirements on structural weight.
在达到相同的抗拉伸性能、抗压性能、抗冲击性能等力学指标的情况下,本发明的桁架的重量仅为全金属桁架重量的70%。也就是说,采用本发明的桁架代替全金属桁架,可减轻搬运所需的工作量,提高了工作效率,降低了生产所需成本。从另一方面考虑,因为达到相同的抗拉伸性能、抗压性能、抗冲击性能等力学指标的情况下,本发明的桁架的重量仅为全金属桁架重量的70%,所以吊装设备每次可吊装的主梁或侧梁的长度或数量要大于全金属杆件,从而降低了吊装次数,减轻了吊装工作量,提高了工作效率,降低了生产所需成本。Under the condition of achieving the same mechanical indexes such as tensile performance, compression resistance and impact resistance, the weight of the truss of the present invention is only 70% of the weight of the all-metal truss. That is to say, by using the truss of the present invention instead of the all-metal truss, the workload required for handling can be reduced, the work efficiency can be improved, and the cost required for production can be reduced. Considering from another aspect, because the weight of the truss of the present invention is only 70% of the weight of the all-metal truss under the condition of reaching the same mechanical indexes such as tensile performance, compressive performance, and impact resistance, so the lifting equipment The length or quantity of main girders or side girders that can be hoisted is greater than that of all-metal rods, thereby reducing the number of hoisting times, reducing the workload of hoisting, improving work efficiency, and reducing production costs.
主梁和侧梁通过第一耳片和第二耳片的配合连接在一起,便于安装与拆卸。The main beam and the side beam are connected together through the cooperation of the first lug and the second lug, which is convenient for installation and disassembly.
附图说明Description of drawings
图1为实施例1中的桁架的结构示意图;Fig. 1 is the structural representation of the truss in embodiment 1;
图2为实施例1中的主梁的轴向截面示意图;Fig. 2 is the schematic diagram of the axial section of the main beam in embodiment 1;
图3为实施例1中的侧梁的结构示意图;Fig. 3 is the structural representation of the side beam in embodiment 1;
图4为实施例1中的侧梁的结构爆炸图;Fig. 4 is the structural explosion diagram of the side beam in embodiment 1;
图5为将图1中的主梁隐藏后的结构示意图;Fig. 5 is a structural schematic diagram after hiding the main beam in Fig. 1;
图6为实施例2中的桁架的结构示意图;Fig. 6 is the structural representation of the truss in embodiment 2;
图7为图6所示结构的另一角度示意图;Fig. 7 is another perspective schematic view of the structure shown in Fig. 6;
图8为实施例3中的桁架的结构示意图;Fig. 8 is the structural representation of the truss in embodiment 3;
图9为实施例3中的主梁及法兰的轴向截面示意图;Fig. 9 is a schematic diagram of the axial section of the main beam and the flange in embodiment 3;
图10为实施例4中的主梁及法兰的结构示意图;Fig. 10 is the structural representation of main beam and flange in embodiment 4;
图11为实施例5中的侧梁的结构示意图;Fig. 11 is the structural representation of the side beam in embodiment 5;
图12为实施例6中的侧梁的结构示意图;Fig. 12 is the structural representation of the side beam in embodiment 6;
图13为实施例6中的侧梁的径向截面示意图;Fig. 13 is a schematic diagram of a radial cross-section of a side beam in Embodiment 6;
图14为实施例8中的侧梁的局部结构爆炸示意图;Fig. 14 is a schematic exploded view of the partial structure of the side beam in embodiment 8;
图15为实施例8中的侧梁的径向截面示意图;Fig. 15 is a schematic diagram of a radial cross-section of a side beam in Embodiment 8;
图16为实施例9中的侧梁的结构示意图;Fig. 16 is the structural representation of the side beam in embodiment 9;
图17为实施例9中的侧梁的局部结构示意图;Fig. 17 is a partial structural schematic diagram of a side beam in Embodiment 9;
图18为实施例9中的侧梁的径向截面示意图;Fig. 18 is a schematic diagram of a radial cross section of a side beam in Embodiment 9;
图19为实施例10中复合材料杆件的轴向截面示意图;Fig. 19 is a schematic axial cross-sectional view of a composite material rod in Example 10;
图20为实施例11中的侧梁的结构示意图;Figure 20 is a schematic structural view of the side beam in Embodiment 11;
图21为实施例11中的侧梁的局部结构爆炸示意图;Fig. 21 is a schematic exploded view of the partial structure of the side beam in embodiment 11;
图22为实施例11中的侧梁的径向截面示意图;Fig. 22 is a schematic diagram of a radial section of a side beam in Embodiment 11;
图23为图22所示的复合材料杆件外包覆第四纤维增强材料层后径向截面示意图。Fig. 23 is a schematic diagram of a radial cross-section of the composite material rod shown in Fig. 22 after being covered with a fourth fiber-reinforced material layer.
具体实施方式Detailed ways
下面结合附图对本发明进行详细的描述:The present invention is described in detail below in conjunction with accompanying drawing:
实施例1Example 1
如图1所示,桁架包括一根主梁1和一根侧梁2。侧梁2的一端与主梁1连接。As shown in FIG. 1 , the truss includes a main beam 1 and a side beam 2 . One end of the side beam 2 is connected to the main beam 1 .
如图2所示,主梁1包括一个第一复合材料杆件。第一复合材料杆件包括金属圆柱体11。金属圆柱体11可采用各种金属材料,如钢、铁、合金等金属。金属圆柱体11设置有第一通孔111。金属圆柱体11的外表面112为波浪形。波浪形形状沿金属圆柱体11的轴向延伸。金属圆柱体11外表面包覆有绝缘树脂层(图中未示出)。绝缘树脂层表面包覆有第一纤维增强塑料层12。绝缘树脂层能够将金属圆柱体11与第一纤维增强塑料层12绝缘隔开即可。第一纤维增强塑料层12为碳纤维、金属纤维、碳纤维、硼纤维、石棉纤维、金属纤维、芳纶纤维、奥纶纤维、聚酯纤维、尼龙纤维、维尼纶纤维、聚丙烯纤维、聚酰亚胺纤维、棉纤维和剑麻中的一种或几种增强塑料。第一纤维增强塑料层12为第一纤维增强塑料线或第一纤维增强塑料带缠绕于金属圆柱体11的外表面而形成,多根第一纤维增强塑料线或第一纤维增强塑料带依次缠绕于金属柱体1的外表面。第一纤维增强塑料层12外表面还设置有第二纤维增强塑料层13。第二纤维增强塑料层13为玻璃纤维增强塑料层或者晶须增强塑料层。所述第二纤维增强塑料层13为第二纤维增强塑料线或第二纤维增强塑料带依次缠绕于所述第一纤维增强塑料层12的外表面而形成。在如图2所示的示例中,第一纤维增强塑料层12为碳纤维增强塑料层,第二纤维增强塑料层13为玻璃纤维增强塑料层。第一纤维增强塑料层12和第二纤维增强塑料层13均适应金属圆柱体11外表面112的波浪形。As shown in Fig. 2, the main girder 1 comprises a first composite material member. The first bar of composite material comprises a metal cylinder 11 . Metal cylinder 11 can adopt various metal materials, such as metals such as steel, iron, alloy. The metal cylinder 11 is provided with a first through hole 111 . The outer surface 112 of the metal cylinder 11 is wavy. The wavy shape extends in the axial direction of the metal cylinder 11 . The outer surface of the metal cylinder 11 is covered with an insulating resin layer (not shown in the figure). The surface of the insulating resin layer is covered with a first fiber reinforced plastic layer 12 . It only needs that the insulating resin layer can insulate and separate the metal cylinder 11 from the first fiber reinforced plastic layer 12 . The first fiber reinforced plastic layer 12 is carbon fiber, metal fiber, carbon fiber, boron fiber, asbestos fiber, metal fiber, aramid fiber, orlon fiber, polyester fiber, nylon fiber, vinylon fiber, polypropylene fiber, polyimide One or more reinforced plastics of amine fiber, cotton fiber and sisal. The first fiber-reinforced plastic layer 12 is formed by winding the first fiber-reinforced plastic wire or the first fiber-reinforced plastic tape on the outer surface of the metal cylinder 11, and a plurality of first fiber-reinforced plastic wires or first fiber-reinforced plastic tapes are wound in sequence on the outer surface of the metal cylinder 1. The outer surface of the first fiber reinforced plastic layer 12 is also provided with a second fiber reinforced plastic layer 13 . The second fiber reinforced plastic layer 13 is a glass fiber reinforced plastic layer or a whisker reinforced plastic layer. The second fiber-reinforced plastic layer 13 is formed by winding second fiber-reinforced plastic wires or second fiber-reinforced plastic tapes on the outer surface of the first fiber-reinforced plastic layer 12 in sequence. In the example shown in FIG. 2 , the first fiber reinforced plastic layer 12 is a carbon fiber reinforced plastic layer, and the second fiber reinforced plastic layer 13 is a glass fiber reinforced plastic layer. Both the first fiber-reinforced plastic layer 12 and the second fiber-reinforced plastic layer 13 adapt to the corrugated shape of the outer surface 112 of the metal cylinder 11 .
如图3和4所示,侧梁2包括支撑体21。如图所示的优选示例中,支撑体21呈长条状,由泡沫材料制得。支撑体21的两端分别设有一个第一耳片22。第一耳片22既可以由金属材料制得,也可以由复合材料制得。复合材料可选用金属基复合材料、陶瓷基复合材料和高分子基复合材料等。本实施例优选,第一耳片22为金属材料制成。第一耳片22呈片状,设有第二通孔221。As shown in FIGS. 3 and 4 , the side member 2 includes a support body 21 . In the preferred example shown in the figure, the support body 21 is in the shape of a strip and made of foam material. Two ends of the support body 21 are respectively provided with a first tab 22 . The first lug 22 can be made of metal material or composite material. Composite materials can be metal matrix composites, ceramic matrix composites and polymer matrix composites. Preferably in this embodiment, the first lug 22 is made of metal material. The first lug 22 is sheet-shaped and has a second through hole 221 .
侧梁2还包括第一连接件。第一连接件包括相配合的第一凸块231和第一插槽232。第一凸块231设置在第一耳片22和支撑体21其中之一上,第一插槽232设置在第一耳片22和支撑体21中的另一个上。本实施例优选,第一凸块231设置在第一耳片22上,第一插槽232设置在支撑台21的端部。第一凸块231可插拔地插置于第一插槽232内,将第一耳片22安装在支撑体21的端部。The side beam 2 also includes a first connecting piece. The first connecting piece includes a first protrusion 231 and a first slot 232 that match. The first protrusion 231 is disposed on one of the first lug 22 and the supporting body 21 , and the first slot 232 is disposed on the other of the first lug 22 and the supporting body 21 . Preferably in this embodiment, the first protrusion 231 is disposed on the first lug 22 , and the first slot 232 is disposed at the end of the supporting platform 21 . The first protrusion 231 is removably plugged into the first slot 232 , and the first lug 22 is mounted on the end of the supporting body 21 .
支撑体21的外表面包覆有第三纤维增强材料层24。第三纤维增强材料层24由第三纤维增强材料线或第三纤维增强材料带沿支撑体21的轴向缠绕支撑体21和第一耳片22后加热固化形成。第三纤维增强材料层24为第三纤维增强树脂层。第三纤维增强树脂层包括第三纤维和第三树脂。第三纤维选自玻璃纤维、碳纤维、金属纤维、硼纤维、石棉纤维、芳纶纤维、奥纶纤维、聚酯纤维、尼龙纤维、维尼纶纤维、聚丙烯纤维、聚酰亚胺纤维、棉纤维和剑麻中的一种或任意几种。第三树脂选自环氧树脂、酚醛树脂、乙烯基树脂、苯并噁嗪树脂、聚酰亚胺树脂、双马来酰亚胺树脂中的一种或任意几种。The outer surface of the support body 21 is covered with a third layer 24 of fiber-reinforced material. The third fiber reinforced material layer 24 is formed by winding the support body 21 and the first lug 22 along the axial direction of the support body 21 with the third fiber reinforcement material wire or the third fiber reinforcement material belt, and then heating and curing. The third fiber-reinforced material layer 24 is a third fiber-reinforced resin layer. The third fiber-reinforced resin layer includes third fibers and a third resin. The third fiber is selected from glass fiber, carbon fiber, metal fiber, boron fiber, asbestos fiber, aramid fiber, oron fiber, polyester fiber, nylon fiber, vinylon fiber, polypropylene fiber, polyimide fiber, cotton fiber and one or any combination of sisal. The third resin is selected from one or more of epoxy resins, phenolic resins, vinyl resins, benzoxazine resins, polyimide resins, and bismaleimide resins.
第一耳片22还设有第一沟槽223,第一沟槽223将第一耳片22分割为两个单片220。每个单片220上均设有一个第二通孔221。第三纤维增强材料线或第三纤维增强材料带沿轴向缠绕第一耳片22时,容置于第一沟槽223内,通过第一沟槽223限制第三纤维增强材料或第三纤维增强带,确保第三纤维增强线或第三纤维增强带稳固地缠绕在第一耳片22和支撑体21上,避免第三纤维增强线或第三纤维增强带从第一耳片22或支撑体21上滑落。The first ear piece 22 is further provided with a first groove 223 , and the first groove 223 divides the first ear piece 22 into two single pieces 220 . Each single piece 220 is provided with a second through hole 221 . When the third fiber-reinforced material wire or the third fiber-reinforced material strip is wound around the first lug 22 in the axial direction, it is accommodated in the first groove 223, and the third fiber-reinforced material or the third fiber is restricted by the first groove 223. Reinforcing band, ensure that the third fiber reinforced wire or the third fiber reinforced band is firmly wound on the first ear piece 22 and the support body 21, avoiding the third fiber reinforced wire or the third fiber reinforced band from the first ear piece 22 or the support body Body 21 slides off.
如图5所示,主梁1的外表面上套设有套筒3。套筒3的外表面上设有第二耳片31。第二耳片31上设有第二沟槽32。第二沟槽32将第二耳片22分割为两个单片30。每个单片30上均设有一个第三通孔33。侧梁2一端的第一耳片22插入第二沟槽32内,采用螺栓依次贯穿第三通孔33、第二通孔221和第三通孔33,将侧梁2安装在主梁1上。As shown in FIG. 5 , a sleeve 3 is sheathed on the outer surface of the main beam 1 . A second lug 31 is provided on the outer surface of the sleeve 3 . The second lug 31 is provided with a second groove 32 . The second groove 32 divides the second tab 22 into two individual pieces 30 . Each single piece 30 is provided with a third through hole 33 . The first lug 22 at one end of the side beam 2 is inserted into the second groove 32, and bolts are used to pass through the third through hole 33, the second through hole 221 and the third through hole 33 in sequence, and the side beam 2 is installed on the main beam 1 .
套筒3由两个弧形板34拼接而成。弧形板34的两侧设有沿径向向外延伸的翻边35。采用螺栓依次贯穿相邻的两个弧形板34上的翻边35,将两个弧形板34连接,使其套设在主梁1上。主梁1的第一通孔111内,与套筒3位置相对应的区域设有第二衬套4。采用螺钉依次贯穿弧形板34、主梁1的孔壁和第二衬套4,将弧形板34锁紧在主梁1上,提高侧梁2安装在主梁1上的稳定性。The sleeve 3 is formed by splicing two arc-shaped plates 34 . Both sides of the arc-shaped plate 34 are provided with flanges 35 extending radially outward. Bolts are used to sequentially pass through the flanges 35 on two adjacent arc-shaped plates 34 to connect the two arc-shaped plates 34 so that they are sheathed on the main beam 1 . In the first through hole 111 of the main beam 1 , a second bushing 4 is provided in a region corresponding to the position of the sleeve 3 . Screws are used to sequentially pass through the arc plate 34 , the hole wall of the main beam 1 and the second bushing 4 to lock the arc plate 34 on the main beam 1 and improve the stability of the side beam 2 installed on the main beam 1 .
本实施例的主梁1,充分利用了金属材料的延展性和材料均匀性、复合材料的可设计性和疲劳性等性能,使其不仅能够承受瞬时冲击和长时间的高频振动,还具有良好的耐高温性能和拉伸强度。在金属圆柱体11外表面设置绝缘涂层,可以防止金属柱体与第一纤维增强塑料层12之间的电偶腐蚀问题。第一纤维增强塑料层12为碳纤维增强塑料层时,其抗冲击性差,易受外界环境的影响,因此在碳纤维增强塑料层的外表面再设置玻璃纤维增强塑料层,可以增强主梁1的抗冲击性。The main girder 1 of this embodiment makes full use of the ductility and material uniformity of metal materials, the designability and fatigue properties of composite materials, so that it can not only withstand instantaneous impact and long-term high-frequency vibration, but also has Good high temperature resistance and tensile strength. An insulating coating is provided on the outer surface of the metal cylinder 11 to prevent galvanic corrosion between the metal cylinder and the first fiber reinforced plastic layer 12 . When the first fiber-reinforced plastic layer 12 is a carbon fiber-reinforced plastic layer, its impact resistance is poor, and it is easily affected by the external environment. Shocking.
本实施例的侧梁2,通过第三纤维增强材料线或第三纤维增强材料带缠绕第一耳片22和支撑体21,将第一耳片22和支撑体21包裹在一起,提高了第一耳片22与支撑体21之间的结合力。更重要的是,第三纤维增强材料线或第三纤维增强材料带沿支撑体21的轴向缠绕,使侧梁2较全金属杆件的抗拉伸性能大大提高。In the side beam 2 of this embodiment, the first ear piece 22 and the support body 21 are wrapped around the first ear piece 22 and the support body 21 through the third fiber reinforced material thread or the third fiber reinforced material belt, which improves the first ear piece 22 and the support body 21. A binding force between the ear piece 22 and the support body 21 . More importantly, the third fiber-reinforced material wire or the third fiber-reinforced material belt is wound along the axial direction of the support body 21, so that the tensile performance of the side beam 2 is greatly improved compared with the all-metal rod.
与全金属桁架相比,在达到相同的各项力学指标的情况下,本实施例的桁架具有明显的重量优势、体积优势和更高的安全系数,不论是主梁1还是侧梁2,都可较全金属杆件减轻30%的重量。与全金属杆件相比,重量相等长度相同的情况下,本实施例的主梁的抗拉伸性能、抗压性能及抗冲击性能均提升20%~40%,本实施例的侧梁的抗拉伸性能提升20%~40%。使本实施例的桁架在海洋工程、桥梁工程等对结构重量有苛刻要求的领域有着光明的应用前景Compared with the all-metal truss, the truss of this embodiment has obvious weight advantage, volume advantage and higher safety factor under the condition of achieving the same various mechanical indexes. It can reduce the weight by 30% compared with all metal rods. Compared with all-metal rods, under the condition of the same weight and the same length, the tensile performance, compressive performance and impact resistance of the main girder of this embodiment are all improved by 20% to 40%, and the side girder of this embodiment is The tensile performance is improved by 20% to 40%. The truss of this embodiment has a bright application prospect in the fields with strict requirements on structural weight, such as marine engineering and bridge engineering.
第一耳片22可以不设置第一沟槽223,不影响复侧梁的安装及其力学性能。The first lug 22 may not be provided with the first groove 223, which does not affect the installation of the compound side beam and its mechanical properties.
实施例2Example 2
与实施例1不同,如图6和7所示,本实施例中的桁架包括一个主梁1和两个侧梁2。主梁1呈长方体。两个侧梁2分别通过一个第二耳片31与主梁1连接。每个第二耳片31设置在一个平板5上。两个平板5位于主梁1的两侧,并抵靠在主梁1的外表面上。采用螺栓从主梁1的一侧,依次贯穿其中一个平板5、主梁1和另一个平板5,将设有第二耳片31的平板5安装在主梁1上。Different from Embodiment 1, as shown in FIGS. 6 and 7 , the truss in this embodiment includes one main girder 1 and two side girders 2 . The main beam 1 is a cuboid. The two side beams 2 are respectively connected to the main beam 1 through a second lug 31 . Each second lug 31 is arranged on a flat plate 5 . Two flat plates 5 are located on both sides of the main beam 1 and abut against the outer surface of the main beam 1 . Bolts are used to pass through one of the flat plates 5 , the main beam 1 and the other flat plate 5 sequentially from one side of the main beam 1 , and the flat plate 5 provided with the second lug 31 is installed on the main beam 1 .
实施例3Example 3
在实施例1的基础上,如图8所示,本实施例的桁架所包括的主梁1和侧梁2的数量增加。每根主梁1包括两个第一复合材料杆件10。每个第一复合材料杆件10的两端分别设有一个法兰6。第一复合材料杆件10通过其端部的法兰6与另一个第一复合材料杆件10连接,组成主梁1。On the basis of Embodiment 1, as shown in FIG. 8 , the number of main girders 1 and side girders 2 included in the truss of this embodiment is increased. Each girder 1 comprises two first composite rods 10 . Two ends of each first composite rod 10 are respectively provided with a flange 6 . The first composite material rod 10 is connected to another first composite material rod 10 through the flange 6 at its end to form the main girder 1 .
如图9所示,法兰6的外表面61为波浪形。第一纤维增强塑料层12覆盖法兰6呈波浪形的外表面61,与法兰6呈波浪形的外表面61机械咬合,从而将法兰6与第一复合材料杆连接,并通过机械咬合来传递界面之间的载荷。As shown in FIG. 9 , the outer surface 61 of the flange 6 is wavy. The first fiber-reinforced plastic layer 12 covers the corrugated outer surface 61 of the flange 6 and mechanically engages with the corrugated outer surface 61 of the flange 6, thereby connecting the flange 6 to the first composite rod, and through mechanical engagement to transfer the load between interfaces.
实施例4Example 4
与实施例3不同,如图10所示,本实施例中的法兰6的外表面61为光滑面,并设有多个沿圆周方向分布的第一凸块62。第一纤维增强塑料线01沿金属柱体11的轴向缠绕、并依次绕过金属柱体11两端法兰6上的第一凸块62,从而将法兰6与第一复合材料杆件连接,并形成第一纤维增强塑料层12。Different from Embodiment 3, as shown in FIG. 10 , the outer surface 61 of the flange 6 in this embodiment is a smooth surface, and is provided with a plurality of first protrusions 62 distributed along the circumferential direction. The first fiber-reinforced plastic wire 01 is wound along the axial direction of the metal cylinder 11, and sequentially bypasses the first bumps 62 on the flanges 6 at both ends of the metal cylinder 11, so that the flange 6 and the first composite rod are connected. connected to form the first fiber-reinforced plastic layer 12.
实施例5Example 5
如实施例1不同,如图11所示,本实施例中的第一耳片22上无第一沟槽。且第三纤维增强材料层24由第三纤维增强材料线或第三纤维增强材料带沿支撑体12的圆周方向和轴向缠绕支撑体21和第一耳片22后加热固化形成。第三纤维增强材料层24覆盖第一耳片22和支撑体21的连接部位。Different from Embodiment 1, as shown in FIG. 11 , there is no first groove on the first tab 22 in this embodiment. And the third fiber reinforced material layer 24 is formed by winding the support body 21 and the first lug 22 along the circumferential direction and the axial direction of the support body 12 with the third fiber reinforcement material wire or the third fiber reinforcement material belt, and then heating and curing. The third fiber reinforced material layer 24 covers the connecting portion of the first ear piece 22 and the support body 21 .
本实施例的侧梁2,通过第三纤维增强材料线或第三纤维增强材料带缠绕第一耳片22和支撑体21,将第一耳片22和支撑体21包裹在一起,提高了第一耳片22与支撑体21之间的结合力。更重要的是,第三纤维增强材料线或第三纤维增强材料带沿支撑体21的圆周方向和轴向缠绕,使侧梁2较全金属杆件的抗压性能大大提高。且与全金属杆件相比,在达到相同的各项力学指标的情况下,本实施例的侧梁2具有明显的重量优势、体积优势和更高的安全系数,可减轻30%的重量。与全金属杆件相比,重量相等长度相同的情况下,本实施例的主梁的抗拉伸性能、抗压性能及抗冲击性能均提升20%~40%,本实施例的侧梁的抗压性能提升20%~40%。使本实施例的桁架在海洋工程、桥梁工程等对结构重量有苛刻要求的领域有着光明的应用前景。In the side beam 2 of this embodiment, the first ear piece 22 and the support body 21 are wrapped around the first ear piece 22 and the support body 21 through the third fiber reinforced material thread or the third fiber reinforced material belt, which improves the first ear piece 22 and the support body 21. A binding force between the ear piece 22 and the support body 21 . More importantly, the third fiber-reinforced material wire or the third fiber-reinforced material strip is wound along the circumferential direction and the axial direction of the support body 21, so that the compressive performance of the side beam 2 is greatly improved compared with the all-metal rod. And compared with all-metal rods, in the case of achieving the same mechanical indicators, the side beam 2 of this embodiment has obvious advantages in weight, volume and higher safety factor, and can reduce the weight by 30%. Compared with all-metal rods, under the condition of the same weight and the same length, the tensile performance, compressive performance and impact resistance of the main girder of this embodiment are all improved by 20% to 40%, and the side girder of this embodiment is Compressive performance increased by 20% to 40%. Therefore, the truss of this embodiment has a bright application prospect in marine engineering, bridge engineering and other fields with strict requirements on structural weight.
实施例6Example 6
在实施例1的基础上,如图12和13所示,第三纤维增强材料层24的外表面还包覆有第四纤维增强材料层25。第四纤维增强材料层25由第四纤维增强材料线或第四纤维增强材料带沿支撑体的圆周方向和轴向缠绕第三纤维增强材料层24后加热固化形成。第四纤维增强材料层25覆盖第一耳片22和支撑体21的连接部位。On the basis of Embodiment 1, as shown in FIGS. 12 and 13 , the outer surface of the third fiber-reinforced material layer 24 is also coated with a fourth fiber-reinforced material layer 25 . The fourth fiber-reinforced material layer 25 is formed by winding the third fiber-reinforced material layer 24 with the fourth fiber-reinforced material wire or the fourth fiber-reinforced material belt along the circumferential direction and the axial direction of the support body, and then heating and curing. The fourth fiber reinforced material layer 25 covers the connecting portion of the first ear piece 22 and the support body 21 .
第四纤维增强材料层25为第四纤维增强树脂层。第四纤维增强树脂层包括第四纤维和第四树脂。第四纤维和第三纤维相同或不相。第四纤维选自玻璃纤维、碳纤维、金属纤维、硼纤维、石棉纤维、芳纶纤维、奥纶纤维、聚酯纤维、尼龙纤维、维尼纶纤维、聚丙烯纤维、聚酰亚胺纤维、棉纤维和剑麻中的一种或任意几种。第四树脂和第三树脂相同或不同。第四树脂选自环氧树脂、酚醛树脂、乙烯基树脂、苯并噁嗪树脂、聚酰亚胺树脂、双马来酰亚胺树脂中的一种或任意几种。The fourth fiber-reinforced material layer 25 is a fourth fiber-reinforced resin layer. The fourth fiber-reinforced resin layer includes fourth fibers and fourth resin. The fourth fiber and the third fiber may be the same or different. The fourth fiber is selected from glass fiber, carbon fiber, metal fiber, boron fiber, asbestos fiber, aramid fiber, orlon fiber, polyester fiber, nylon fiber, vinylon fiber, polypropylene fiber, polyimide fiber, cotton fiber and one or any combination of sisal. The fourth resin and the third resin are the same or different. The fourth resin is selected from one or more of epoxy resins, phenolic resins, vinyl resins, benzoxazine resins, polyimide resins, and bismaleimide resins.
本实施例的侧梁2,通过第三纤维增强材料线或第三纤维增强材料带缠绕第一耳片22和支撑体21,将第一耳片22和支撑体21包裹在一起,提高了第一耳片22与支撑体21之间的结合力。更重要的是,第三纤维增强材料线或第三纤维增强材料带沿支撑体21的轴向缠绕,使侧梁2较全金属杆件的抗拉伸性能大大提高。第四纤维增强材料线或第四纤维增强材料带沿支撑体21的圆周方向和轴向缠绕,使侧梁2较全金属杆件的抗压性能大大提高。且与全金属杆件相比,在达到相同的各项力学指标的情况下,本实施例的侧梁2具有明显的重量优势、体积优势和更高的安全系数,可减轻30%的重量。与全金属杆件相比,重量相等长度相同的情况下,本实施例的主梁的抗拉伸性能、抗压性能及抗冲击性能均提升20%~40%,本实施例的侧梁的抗拉伸性能和抗压性能均提升20%~40%。使本实施例的桁架在海洋工程、桥梁工程等对结构重量有苛刻要求的领域有着光明的应用前景。In the side beam 2 of this embodiment, the first ear piece 22 and the support body 21 are wrapped around the first ear piece 22 and the support body 21 through the third fiber reinforced material thread or the third fiber reinforced material belt, which improves the first ear piece 22 and the support body 21. A binding force between the ear piece 22 and the support body 21 . More importantly, the third fiber-reinforced material wire or the third fiber-reinforced material belt is wound along the axial direction of the support body 21, so that the tensile performance of the side beam 2 is greatly improved compared with the all-metal rod. The fourth fiber reinforced material wire or the fourth fiber reinforced material strip is wound along the circumferential direction and the axial direction of the support body 21, so that the compression resistance of the side beam 2 is greatly improved compared with the all-metal rod. And compared with all-metal rods, in the case of achieving the same mechanical indicators, the side beam 2 of this embodiment has obvious advantages in weight, volume and higher safety factor, and can reduce the weight by 30%. Compared with all-metal rods, under the condition of the same weight and the same length, the tensile performance, compressive performance and impact resistance of the main girder of this embodiment are all improved by 20% to 40%, and the side girder of this embodiment is Both tensile and compressive properties are increased by 20% to 40%. Therefore, the truss of this embodiment has a bright application prospect in marine engineering, bridge engineering and other fields with strict requirements on structural weight.
实施例7Example 7
与实施例6不同,本实施例中的第三纤维增强材料层24由第三纤维增强材料线或第三纤维增强材料带沿支撑体21的圆周方向和轴向缠绕支撑体21和第一耳片22后加热固化形成。第三纤维增强材料层24覆盖第一耳片22和支撑体21的连接部位。包覆在第三纤维增强材料层24外的第四纤维增强材料层由第四纤维增强材料线或第四纤维增强材料带沿支撑体21的轴向缠绕后加热固化形成。第四纤维增强材料线或第四纤维增强材料带沿轴向缠绕第一耳片22时,容置于第一沟槽223内,通过第一沟槽223限制第四纤维增强材料或第四纤维增强带,确保第四纤维增强线或第四纤维增强带稳固地缠绕在第一耳片22和支撑体21上,避免第四纤维增强线或第四纤维增强带从第一耳片22或支撑体21上滑落。Different from Embodiment 6, the third fiber-reinforced material layer 24 in this embodiment consists of a third fiber-reinforced material wire or a third fiber-reinforced material belt wound around the support body 21 and the first ear along the circumferential direction and axial direction of the support body 21. Sheet 22 is then formed by heating and curing. The third fiber reinforced material layer 24 covers the connecting portion of the first ear piece 22 and the support body 21 . The fourth fiber-reinforced material layer wrapped on the third fiber-reinforced material layer 24 is formed by heating and curing the fourth fiber-reinforced material wires or fourth fiber-reinforced material strips wound along the axial direction of the support body 21 . When the fourth fiber reinforced material wire or the fourth fiber reinforced material strip is wound around the first lug 22 in the axial direction, it is accommodated in the first groove 223, and the fourth fiber reinforced material or the fourth fiber is restricted by the first groove 223. Reinforcement band, ensure that the fourth fiber reinforced wire or the fourth fiber reinforced band is firmly wound on the first ear piece 22 and the support body 21, avoiding the fourth fiber reinforced wire or the fourth fiber reinforced band from the first ear piece 22 or the support body Body 21 slides off.
本实施例的侧梁2,通过第三纤维增强材料线或第三纤维增强材料带缠绕第一耳片22和支撑体21,将第一耳片22和支撑体21包裹在一起,提高了第一耳片22与支撑体21之间的结合力。更重要的是,第三纤维增强材料线或第三纤维增强材料带沿支撑体21的圆周方向和轴向缠绕,使侧梁2较全金属杆件的抗压性能大大提高。第四纤维增强材料线或第四纤维增强材料带沿支撑体21的轴向缠绕,使侧梁2较全金属杆件的抗拉伸性能大大提高。且与全金属杆件相比,在达到相同的各项力学指标的情况下,本实施例的侧梁2具有明显的重量优势、体积优势和更高的安全系数,可减轻30%的重量。与全金属杆件相比,重量相等长度相同的情况下,本实施例的主梁的抗拉伸性能、抗压性能及抗冲击性能均提升20%~40%,本实施例的侧梁的抗拉伸性能和抗压性能均提升20%~40%。使本实施例的桁架在海洋工程、桥梁工程等对结构重量有苛刻要求的领域有着光明的应用前景。In the side beam 2 of this embodiment, the first ear piece 22 and the support body 21 are wrapped around the first ear piece 22 and the support body 21 through the third fiber reinforced material thread or the third fiber reinforced material belt, which improves the first ear piece 22 and the support body 21. A binding force between the ear piece 22 and the support body 21 . More importantly, the third fiber-reinforced material wire or the third fiber-reinforced material strip is wound along the circumferential direction and the axial direction of the support body 21, so that the compressive performance of the side beam 2 is greatly improved compared with the all-metal rod. The fourth fiber-reinforced material wire or the fourth fiber-reinforced material strip is wound along the axial direction of the support body 21, so that the tensile performance of the side beam 2 is greatly improved compared with that of an all-metal rod. And compared with all-metal rods, in the case of achieving the same mechanical indicators, the side beam 2 of this embodiment has obvious advantages in weight, volume and higher safety factor, and can reduce the weight by 30%. Compared with all-metal rods, under the condition of the same weight and the same length, the tensile performance, compressive performance and impact resistance of the main girder of this embodiment are all improved by 20% to 40%, and the side girder of this embodiment is Both tensile and compressive properties are increased by 20% to 40%. Therefore, the truss of this embodiment has a bright application prospect in marine engineering, bridge engineering and other fields with strict requirements on structural weight.
实施例8Example 8
与实施例6不同,如图14和15所示,本实施例的支撑体21的两端分别设有两个第一耳片22。位于支撑体21同一端的两个第一耳片22间隔设置。通过支撑体21同一端的两个第一耳片22之间的间隙224与主梁1上的第二耳片31的单片30相适应。第二耳片31的一个单片30插入间隙224内,第一耳片22插入第二耳片31上的第二沟槽32内,并将螺栓依次贯穿第一耳片22和第二耳片31,从而将侧梁2安装在主梁1上。Different from Embodiment 6, as shown in FIGS. 14 and 15 , two first ear pieces 22 are respectively provided at both ends of the support body 21 of this embodiment. The two first lugs 22 located at the same end of the support body 21 are arranged at intervals. The gap 224 between the two first lugs 22 passing through the same end of the support body 21 is adapted to the single piece 30 of the second lug 31 on the main beam 1 . A single piece 30 of the second lug 31 is inserted into the gap 224, the first lug 22 is inserted into the second groove 32 on the second lug 31, and the bolts are passed through the first lug 22 and the second lug in turn. 31, so that the side beam 2 is installed on the main beam 1.
实施例9Example 9
与实施例1不同,如图16-18所示,本实施例的侧梁2包括支撑体21。如图所示的优选示例中,支撑体21呈圆柱体,由泡沫材料制得。支撑体21的两端分别设有一个第一耳片22。第一耳片22既可以由金属材料制得,也可以由复合材料制得。复合材料可选用金属基复合材料、陶瓷基复合材料和高分子基复合材料等。本实施例优选,第一耳片22为金属材料制成。第一耳片22呈片状,并设有第二通孔221。Different from Embodiment 1, as shown in FIGS. 16-18 , the side beam 2 of this embodiment includes a support body 21 . In the preferred example shown in the figure, the support body 21 is a cylinder and is made of foam material. Two ends of the support body 21 are respectively provided with a first tab 22 . The first lug 22 can be made of metal material or composite material. Composite materials can be metal matrix composites, ceramic matrix composites and polymer matrix composites. Preferably in this embodiment, the first lug 22 is made of metal material. The first tab 22 is sheet-shaped and has a second through hole 221 .
第一耳片22还设有第一沟槽223,第一沟槽223将第一耳片22分割为两个单片220。每个单片220上均设有一个第二通孔221。主梁1上的第二耳片31的一个单片30插入第一沟槽223内,并将螺栓依次贯穿第一耳片22和第二耳片31,从而实现侧梁2与主梁1的连接。The first ear piece 22 is further provided with a first groove 223 , and the first groove 223 divides the first ear piece 22 into two single pieces 220 . Each single piece 220 is provided with a second through hole 221 . A single piece 30 of the second lug 31 on the main beam 1 is inserted into the first groove 223, and the bolts are sequentially passed through the first lug 22 and the second lug 31, thereby realizing the connection between the side beam 2 and the main beam 1. connect.
如图17所示,第一耳片22的一端设有与支撑体21相适应的柱体225。柱体225上设有多个第二凸块226。多个第二凸块226沿圆周方向分布。第一耳片22上的柱体225抵靠支撑体21,第三纤维增强材料线或第三纤维增强材料带沿支撑体21的轴向缠绕、并依次绕过抵靠在支撑体21两端的第一耳片22的第二凸块226,将抵靠在支撑体21两端的第一耳片22与支撑体21连接,并在支撑体21的外表面形成第三纤维增强材料层24。As shown in FIG. 17 , one end of the first ear piece 22 is provided with a cylinder 225 adapted to the supporting body 21 . A plurality of second protrusions 226 are disposed on the post 225 . A plurality of second protrusions 226 are distributed along the circumferential direction. The cylinder 225 on the first lug 22 abuts against the support body 21, the third fiber reinforced material wire or the third fiber reinforced material belt is wound along the axial direction of the support body 21, and turns around in turn against the two ends of the support body 21. The second protrusions 226 of the first lugs 22 connect the first lugs 22 against both ends of the support body 21 to the support body 21 , and form the third fiber reinforced material layer 24 on the outer surface of the support body 21 .
如图16和18所示,第三纤维增强材料层24的外表面还包覆有第四纤维增强材料层25。第四纤维增强材料层25由第四纤维增强材料线或第四纤维增强材料带沿支撑体的圆周方向和轴向缠绕第三纤维增强材料层24后加热固化形成。第四纤维增强材料层25覆盖第一耳片22和支撑体21的接触部位。As shown in FIGS. 16 and 18 , the outer surface of the third layer of fiber-reinforced material 24 is also coated with a fourth layer of fiber-reinforced material 25 . The fourth fiber-reinforced material layer 25 is formed by winding the third fiber-reinforced material layer 24 with the fourth fiber-reinforced material wire or the fourth fiber-reinforced material belt along the circumferential direction and the axial direction of the support body, and then heating and curing. The fourth fiber reinforced material layer 25 covers the contact portion of the first lug 22 and the support body 21 .
第三纤维增强材料层24为第三纤维增强树脂层。第四纤维增强材料层25为第四纤维增强树脂层。第三纤维增强树脂层包括第三纤维和第三树脂。第四纤维增强树脂层包括第四纤维和第四树脂。第三纤维和第四纤维相同或不同。第三纤维和第四纤维选自玻璃纤维、碳纤维、金属纤维、硼纤维、石棉纤维、芳纶纤维、奥纶纤维、聚酯纤维、尼龙纤维、维尼纶纤维、聚丙烯纤维、聚酰亚胺纤维、棉纤维和剑麻中的一种或任意几种。第三树脂和第四树脂相同或不同。第三树脂和第四树脂选自环氧树脂、酚醛树脂、乙烯基树脂、苯并噁嗪树脂、聚酰亚胺树脂、双马来酰亚胺树脂中的一种或任意几种。The third fiber-reinforced material layer 24 is a third fiber-reinforced resin layer. The fourth fiber-reinforced material layer 25 is a fourth fiber-reinforced resin layer. The third fiber-reinforced resin layer includes third fibers and a third resin. The fourth fiber-reinforced resin layer includes fourth fibers and fourth resin. The third fiber and the fourth fiber are the same or different. The third fiber and the fourth fiber are selected from glass fiber, carbon fiber, metal fiber, boron fiber, asbestos fiber, aramid fiber, orlon fiber, polyester fiber, nylon fiber, vinylon fiber, polypropylene fiber, polyimide One or more of fiber, cotton fiber and sisal. The third resin and the fourth resin are the same or different. The third resin and the fourth resin are selected from one or more of epoxy resin, phenolic resin, vinyl resin, benzoxazine resin, polyimide resin and bismaleimide resin.
本实施例的复合材料杆件,通过第三纤维增强材料线或第三纤维增强材料带缠绕第一耳片22和支撑体21,将第一耳片22和支撑体21包裹在一起,提高了第一耳片22与支撑体21之间的结合力。更重要的是,第三纤维增强材料线或第三纤维增强材料带沿支撑体21的轴向缠绕,使侧梁2较全金属杆件的抗拉伸性能大大提高。第四纤维增强材料线或第四纤维增强材料带沿支撑体21的圆周方向和轴向缠绕,使侧梁2较全金属杆件的抗压性能大大提高。且与全金属杆件相比,在达到相同的各项力学指标的情况下,本实施例的侧梁2具有明显的重量优势、体积优势和更高的安全系数,可减轻30%的重量。与全金属杆件相比,重量相等长度相同的情况下,本实施例的主梁的抗拉伸性能、抗压性能及抗冲击性能均提升20%~40%,本实施例的侧梁的抗拉伸性能和抗压性能均提升20%~40%。使本实施例的桁架在海洋工程、桥梁工程等对结构重量有苛刻要求的领域有着光明的应用前景。In the composite material bar of this embodiment, the first ear piece 22 and the support body 21 are wrapped around the first ear piece 22 and the support body 21 by the third fiber reinforced material thread or the third fiber reinforced material belt, thereby improving the The bonding force between the first tab 22 and the support body 21 . More importantly, the third fiber-reinforced material wire or the third fiber-reinforced material belt is wound along the axial direction of the support body 21, so that the tensile performance of the side beam 2 is greatly improved compared with the all-metal rod. The fourth fiber reinforced material wire or the fourth fiber reinforced material strip is wound along the circumferential direction and the axial direction of the support body 21, so that the compression resistance of the side beam 2 is greatly improved compared with the all-metal rod. And compared with all-metal rods, in the case of achieving the same mechanical indicators, the side beam 2 of this embodiment has obvious advantages in weight, volume and higher safety factor, and can reduce the weight by 30%. Compared with all-metal rods, under the condition of the same weight and the same length, the tensile performance, compressive performance and impact resistance of the main girder of this embodiment are all improved by 20% to 40%, and the side girder of this embodiment is Both tensile and compressive properties are increased by 20% to 40%. Therefore, the truss of this embodiment has a bright application prospect in marine engineering, bridge engineering and other fields with strict requirements on structural weight.
实施例10Example 10
与实施例9不同,如图19所示,本实施例中的第一耳片22上的柱体225的外面上设有第一波段227,不设有第二凸块226。第三纤维增强材料线或第三纤维增强材料带沿支撑体21的圆周方向和轴向缠绕耳片22上的柱体225和支撑体21后加热固化,形成第三纤维增强材料层24。第三纤维增强材料层24与柱体225外表面上的第一波段227机械咬合。从而将支撑体21两端的耳片22与支撑体21连接。第三纤维材料层24的外表面还包裹有第四纤维增强材料层25。第四纤维材料层25由第四纤维增强材料线或第四纤维增强材料带沿支撑体21的圆周方向和轴向缠绕第一纤维增强材料层25后加热固化形成。Different from Embodiment 9, as shown in FIG. 19 , in this embodiment, the first wave segment 227 is provided on the outer surface of the cylinder 225 on the first ear piece 22 , and the second protrusion 226 is not provided. The third fiber-reinforced material wire or the third fiber-reinforced material belt is wound around the column body 225 on the lug 22 and the support body 21 along the circumferential direction and the axial direction of the support body 21 and then heated and solidified to form the third fiber-reinforced material layer 24 . The third layer of fiber reinforced material 24 mechanically engages with the first wave segment 227 on the outer surface of the cylinder 225 . Thus, the lugs 22 at both ends of the support body 21 are connected to the support body 21 . The outer surface of the third fiber material layer 24 is also wrapped with a fourth fiber reinforcement material layer 25 . The fourth fiber material layer 25 is formed by winding the first fiber reinforcement material layer 25 with the fourth fiber reinforcement material wire or the fourth fiber reinforcement material strip along the circumferential direction and the axial direction of the support body 21 and then heating and curing.
第三纤维增强材料层24为第三纤维增强树脂层。第四纤维增强材料层25为第四纤维增强树脂层。第三纤维增强树脂层包括第三纤维和第三树脂。第四纤维增强树脂层包括第四纤维和第四树脂。第三纤维和第四纤维相同或不同。第三纤维和第四纤维选自玻璃纤维、碳纤维、金属纤维、硼纤维、石棉纤维、芳纶纤维、奥纶纤维、聚酯纤维、尼龙纤维、维尼纶纤维、聚丙烯纤维、聚酰亚胺纤维、棉纤维和剑麻中的一种或任意几种。第三树脂和第四树脂相同或不同。第三树脂和第四树脂选自环氧树脂、酚醛树脂、乙烯基树脂、苯并噁嗪树脂、聚酰亚胺树脂、双马来酰亚胺树脂中的一种或任意几种。本实施例的优选方案,第三纤维为碳纤维,第四纤维为玻璃纤维。The third fiber-reinforced material layer 24 is a third fiber-reinforced resin layer. The fourth fiber-reinforced material layer 25 is a fourth fiber-reinforced resin layer. The third fiber-reinforced resin layer includes third fibers and a third resin. The fourth fiber-reinforced resin layer includes fourth fibers and fourth resin. The third fiber and the fourth fiber are the same or different. The third fiber and the fourth fiber are selected from glass fiber, carbon fiber, metal fiber, boron fiber, asbestos fiber, aramid fiber, orlon fiber, polyester fiber, nylon fiber, vinylon fiber, polypropylene fiber, polyimide One or more of fiber, cotton fiber and sisal. The third resin and the fourth resin are the same or different. The third resin and the fourth resin are selected from one or more of epoxy resin, phenolic resin, vinyl resin, benzoxazine resin, polyimide resin and bismaleimide resin. In a preferred solution of this embodiment, the third fiber is carbon fiber, and the fourth fiber is glass fiber.
本实施例的侧梁,通过第三纤维增强材料线或第三碳纤维增强材料带缠绕耳片22和支撑体21,将第一耳片22和支撑体21包裹在一起,提高了第一耳片22与支撑体21之间的结合力。更重要的是,第三纤维增强材料线或第三纤维增强材料带沿支撑体21的圆周方向和轴向缠绕,使侧梁较全金属杆件的抗压性能大大提高。第四纤维增强材料线或第四纤维增强材料带沿支撑体21的圆周方向和轴向缠绕在第三纤维增强材料层外,进一步提高侧梁的抗压性能大大提高,同时第四纤维选用玻璃纤维,可增强侧梁的耐腐蚀性能,起到保护作用,延长侧梁的使用寿命,扩大桁架的应用范围。且与全金属杆件相比,在达到相同的各项力学指标的情况下,本实施例的侧梁具有明显的重量优势、体积优势和更高的安全系数,可减轻30%的重量。与全金属杆件相比,重量相等长度相同的情况下,本实施例的主梁的抗拉伸性能、抗压性能及抗冲击性能均提升20%~40%,本实施例的侧梁的抗拉伸性能和抗压性能均提升20%~40%。这也意味着本实施例的侧梁将在航空航天、重型机械、汽车等领域有着光明的应用前景。In the side beam of this embodiment, the first ear piece 22 and the support body 21 are wrapped around the first ear piece 22 and the support body 21 through the third fiber reinforced material wire or the third carbon fiber reinforced material belt to wrap the first ear piece 22 and the support body 21, thereby improving the first ear piece 22 and the bonding force between the support body 21. More importantly, the third fiber-reinforced material wire or the third fiber-reinforced material belt is wound along the circumferential direction and the axial direction of the support body 21, so that the compressive performance of the side beam is greatly improved compared with the all-metal rod. The fourth fiber-reinforced material wire or the fourth fiber-reinforced material belt is wound outside the third fiber-reinforced material layer along the circumferential direction and the axial direction of the support body 21, which further improves the compressive performance of the side beam and greatly improves the fourth fiber. The fiber can enhance the corrosion resistance of the side beam, play a protective role, prolong the service life of the side beam, and expand the application range of the truss. And compared with all-metal rods, in the case of achieving the same mechanical indicators, the side beam of this embodiment has obvious weight advantages, volume advantages and higher safety factor, and can reduce the weight by 30%. Compared with all-metal rods, under the condition of the same weight and the same length, the tensile performance, compressive performance and impact resistance of the main girder of this embodiment are all improved by 20% to 40%, and the side girder of this embodiment is Both tensile and compressive properties are increased by 20% to 40%. This also means that the side beam of this embodiment will have a bright application prospect in fields such as aerospace, heavy machinery, and automobiles.
实施例11Example 11
与实施例1不同,如图20-22所示,本实施例的侧梁2包括支撑体21。如图所示的优选示例中,支撑体21呈长条状,由泡沫材料制得。侧梁2还包括两个连杆26。连杆26的两端分别设有一个第一耳片22。第一耳片22呈片状,设有第二通孔221。第二通孔221内设有第一衬套222。第一衬套222可以选用金属衬套,也可以选用非金属衬套。第一耳片22与连杆26一体设置,第一耳片22和连杆26由金属材料制得,或由第五纤维增强材料线或第五纤维增强材料带缠绕后加热固化制得,或采用树脂传递模塑成型工艺形成。本实施例优选,第一耳片22和连杆26由第五纤维增强材料线或第五纤维增强材料带缠绕后加热固化形成。Different from Embodiment 1, as shown in FIGS. 20-22 , the side beam 2 of this embodiment includes a support body 21 . In the preferred example shown in the figure, the support body 21 is in the shape of a strip and made of foam material. The side member 2 also includes two connecting rods 26 . Two ends of the connecting rod 26 are respectively provided with a first lug 22 . The first lug 22 is sheet-shaped and has a second through hole 221 . A first bushing 222 is disposed in the second through hole 221 . The first bush 222 can be a metal bush or a non-metal bush. The first lug 22 and the connecting rod 26 are integrally arranged, and the first lug 22 and the connecting rod 26 are made of metal materials, or are made by winding the fifth fiber reinforced material wire or the fifth fiber reinforced material belt and then heating and curing, or Formed using a resin transfer molding process. In this embodiment, preferably, the first lug 22 and the connecting rod 26 are formed by heating and curing the fifth fiber reinforced material wire or the fifth fiber reinforced material belt after winding.
支撑体21上设有两个沿轴向延伸的凹槽211。凹槽211与连杆26相适应。连杆26沿图21中箭头方向嵌入凹槽211内,使第一耳片22伸出凹槽211并设置于支撑体21的端部。位于支撑体21同一端的两个第一耳片22间隔设置。通过支撑体21同一端的两个第一耳片22之间的间隙224与主梁1上的第二耳片31的单片30相适应。第二耳片31的一个单片30插入间隙224内,第一耳片22插入第二耳片31上的第二沟槽32内,并将螺栓依次贯穿第一耳片22和第二耳片31,从而将侧梁2安装在主梁1上。第二通孔221内的第一衬套222可避免耳片磨损。第一衬套222磨损后,较第一耳片22更换方便。The supporting body 21 is provided with two grooves 211 extending along the axial direction. The groove 211 is adapted to the connecting rod 26 . The connecting rod 26 is inserted into the groove 211 along the direction of the arrow in FIG. 21 , so that the first lug 22 protrudes from the groove 211 and is arranged at the end of the supporting body 21 . The two first lugs 22 located at the same end of the support body 21 are arranged at intervals. The gap 224 between the two first lugs 22 passing through the same end of the support body 21 is adapted to the single piece 30 of the second lug 31 on the main beam 1 . A single piece 30 of the second lug 31 is inserted into the gap 224, the first lug 22 is inserted into the second groove 32 on the second lug 31, and the bolts are passed through the first lug 22 and the second lug in turn. 31, so that the side beam 2 is installed on the main beam 1. The first bushing 222 in the second through hole 221 can prevent the lugs from being worn. After the first bushing 222 is worn out, it is easier to replace than the first lug 22 .
如图20和22所示,支撑体21的外表面包覆有第三纤维增强材料层24。第三纤维增强材料层24由第三纤维增强材料线或第三纤维增强材料带沿支撑体21的圆周方向和轴向缠绕支撑体21、连杆26和第一耳片22后加热固化形成。用于形成连杆26和第一耳片22的第五纤维增强材料线或第五纤维增强材料带的缠绕方向沿支撑体21的轴向。As shown in FIGS. 20 and 22 , the outer surface of the support body 21 is covered with a third layer 24 of fiber-reinforced material. The third fiber-reinforced material layer 24 is formed by winding the support body 21 , the connecting rod 26 and the first lug 22 along the circumferential and axial directions of the support body 21 with the third fiber-reinforced material wire or the third fiber-reinforced material belt, and then heating and curing. The winding direction of the fifth fiber-reinforced material wire or the fifth fiber-reinforced material strip for forming the connecting rod 26 and the first lug 22 is along the axial direction of the support body 21 .
第三纤维增强材料层24的外表面还可包覆一层第四纤维增强材料层25(如图23所示)。第四纤维材料层25由第四纤维增强材料线或第四纤维增强材料带沿支撑体21的轴向缠绕第三纤维增强材料层24的外表面后加热固化形成。The outer surface of the third fiber reinforced material layer 24 may also be coated with a fourth fiber reinforced material layer 25 (as shown in FIG. 23 ). The fourth fiber material layer 25 is formed by wrapping the fourth fiber reinforcement material wire or the fourth fiber reinforcement material strip around the outer surface of the third fiber reinforcement material layer 24 along the axial direction of the support body 21 and then heating and curing.
第三纤维增强材料层24为第三纤维增强树脂层。第三纤维增强材料层包括第三纤维和第三纤维。第四纤维增强材料为第四纤维增强树脂。第四纤维增强树脂包括第四纤维和第四树脂。第五纤维增强材料为第五纤维增强树脂。第五纤维增强树脂包括第五纤维和第五树脂。第三纤维、第四纤维和第五纤维相同或不同。第三纤维、第四纤维和第五纤维选自玻璃纤维、碳纤维、金属纤维、硼纤维、石棉纤维、芳纶纤维、奥纶纤维、聚酯纤维、尼龙纤维、维尼纶纤维、聚丙烯纤维、聚酰亚胺纤维、棉纤维和剑麻中的一种或任意几种。第三树脂、第四树脂和第五树脂相同或不同。第三树脂、第四树脂和第五树脂选自环氧树脂、酚醛树脂、乙烯基树脂、苯并噁嗪树脂、聚酰亚胺树脂、双马来酰亚胺树脂中的一种或任意几种。本实施例的优选方案,第三纤维为碳纤维,第四纤维为玻璃纤维。The third fiber-reinforced material layer 24 is a third fiber-reinforced resin layer. The third layer of fiber reinforcement includes third fibers and third fibers. The fourth fiber-reinforced material is a fourth fiber-reinforced resin. The fourth fiber-reinforced resin includes fourth fibers and fourth resin. The fifth fiber-reinforced material is a fifth fiber-reinforced resin. The fifth fiber-reinforced resin includes fifth fibers and fifth resin. The third fiber, the fourth fiber and the fifth fiber are the same or different. The third fiber, the fourth fiber and the fifth fiber are selected from glass fiber, carbon fiber, metal fiber, boron fiber, asbestos fiber, aramid fiber, Oron fiber, polyester fiber, nylon fiber, vinylon fiber, polypropylene fiber, One or more of polyimide fiber, cotton fiber and sisal. The third resin, the fourth resin and the fifth resin are the same or different. The third resin, the fourth resin and the fifth resin are selected from one or any combination of epoxy resin, phenolic resin, vinyl resin, benzoxazine resin, polyimide resin, bismaleimide resin kind. In a preferred solution of this embodiment, the third fiber is carbon fiber, and the fourth fiber is glass fiber.
本实施例的侧梁,第一耳片22与连杆26一体设置,由第五纤维增强材料线或第五纤维增强材料带缠绕后加热固化形成,且第五纤维增强材料线或第五纤维增强材料带的缠绕方向沿支撑体21的轴向,使侧梁2较全金属杆件的抗拉伸性能大大提高。第三纤维增强材料线或第三纤维增强材料带沿支撑体21的圆周方向和轴向缠绕,将耳片、连杆和支撑体包裹在一起,使侧梁2较全金属杆件的抗压性能大大提高。第四纤维增强材料线或第四纤维增强材料带沿支撑体1的圆周方向和轴向缠绕在第一纤维增强材料层外,进一步提高侧梁的抗压性能大大提高,同时第四纤维选用玻璃纤维,可增强侧梁的耐腐蚀性能,起到保护作用,延长侧梁的使用寿命,扩大桁架的应用范围。且与全金属杆件相比,在达到相同的各项力学指标的情况下,本实施例的侧梁2具有明显的重量优势、体积优势和更高的安全系数,可减轻30%的重量。与全金属杆件相比,重量相等长度相同的情况下,本实施例的主梁的抗拉伸性能、抗压性能及抗冲击性能均提升20%~40%,本实施例的侧梁的抗拉伸性能和抗压性能均提升20%~40%。使本实施例的桁架在海洋工程、桥梁工程等对结构重量有苛刻要求的领域有着光明的应用前景。In the side beam of this embodiment, the first lug 22 and the connecting rod 26 are integrally arranged, and are formed by winding the fifth fiber reinforced material wire or the fifth fiber reinforced material belt and heating and curing, and the fifth fiber reinforced material wire or the fifth fiber reinforced material The winding direction of the reinforcing material belt is along the axial direction of the support body 21, so that the tensile performance of the side beam 2 is greatly improved compared with the all-metal rod. The third fiber-reinforced material wire or the third fiber-reinforced material belt is wound along the circumferential direction and the axial direction of the support body 21, wrapping the lugs, connecting rods and support body together, so that the side beam 2 is more compressive than the all-metal rod. Performance is greatly improved. The fourth fiber reinforced material line or the fourth fiber reinforced material belt is wound outside the first fiber reinforced material layer along the circumferential direction and axial direction of the support body 1, which further improves the compressive performance of the side beam and greatly improves the fourth fiber. The fiber can enhance the corrosion resistance of the side beam, play a protective role, prolong the service life of the side beam, and expand the application range of the truss. And compared with all-metal rods, in the case of achieving the same mechanical indicators, the side beam 2 of this embodiment has obvious advantages in weight, volume and higher safety factor, and can reduce the weight by 30%. Compared with all-metal rods, under the condition of the same weight and the same length, the tensile performance, compressive performance and impact resistance of the main girder of this embodiment are all improved by 20% to 40%, and the side girder of this embodiment is Both tensile and compressive properties are increased by 20% to 40%. Therefore, the truss of this embodiment has a bright application prospect in marine engineering, bridge engineering and other fields with strict requirements on structural weight.
本发明中的实施例仅用于对本发明进行说明,并不构成对权利要求范围的限制,本领域内技术人员可以想到的其他实质上等同的替代,均在本发明保护范围内。The embodiments in the present invention are only used to illustrate the present invention, and do not constitute a limitation to the scope of the claims. Other substantially equivalent substitutions that can be thought of by those skilled in the art are within the protection scope of the present invention.
Claims (25)
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105544491A (en) * | 2015-12-02 | 2016-05-04 | 上海云逸民用航空科技有限公司 | Cantilever and drilling platform |
| CN106564239A (en) * | 2016-10-31 | 2017-04-19 | 梁方德 | Metal and composite material anti-corrosion combination structure component and manufacture method thereof |
| CN106564571A (en) * | 2016-10-31 | 2017-04-19 | 深圳市海斯比浮岛科技开发有限公司 | Corrosion-resistant mobile floating island |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105544491A (en) * | 2015-12-02 | 2016-05-04 | 上海云逸民用航空科技有限公司 | Cantilever and drilling platform |
| CN106564239A (en) * | 2016-10-31 | 2017-04-19 | 梁方德 | Metal and composite material anti-corrosion combination structure component and manufacture method thereof |
| CN106564571A (en) * | 2016-10-31 | 2017-04-19 | 深圳市海斯比浮岛科技开发有限公司 | Corrosion-resistant mobile floating island |
| CN106564571B (en) * | 2016-10-31 | 2018-09-28 | 深圳市海斯比浮岛科技开发有限公司 | Corrosion-resistant mobile floating island |
| CN106564239B (en) * | 2016-10-31 | 2019-02-15 | 梁方德 | Metal and the corrosion-resistant composite structural member of composite material and preparation method thereof |
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