CN219753517U - Cable and steel pipe connection node - Google Patents
Cable and steel pipe connection node Download PDFInfo
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- CN219753517U CN219753517U CN202321160529.0U CN202321160529U CN219753517U CN 219753517 U CN219753517 U CN 219753517U CN 202321160529 U CN202321160529 U CN 202321160529U CN 219753517 U CN219753517 U CN 219753517U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 59
- 239000010959 steel Substances 0.000 title claims abstract description 59
- 238000007789 sealing Methods 0.000 claims abstract description 32
- 229910052720 vanadium Inorganic materials 0.000 claims description 3
- LEONUFNNVUYDNQ-UHFFFAOYSA-N vanadium atom Chemical compound [V] LEONUFNNVUYDNQ-UHFFFAOYSA-N 0.000 claims description 3
- 238000000034 method Methods 0.000 description 4
- 229910001208 Crucible steel Inorganic materials 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000003796 beauty Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Rigid Pipes And Flexible Pipes (AREA)
Abstract
本实用新型提供一种拉索与钢管连接节点,涉及钢结构领域,包括钢管、内管、下封板、上封板以及若干组外劲板、连接板和拉索,所述钢管、下封板、内管、上封板自下而上依次相连,若干所述外劲板设置在内管外且绕其中心按不同角度分布,所述外劲板的上下两面与上封板、下封板相连,所述内管的半径与外劲板宽度之和小于等于钢管的半径,所述连接板一一设置在外劲板上,所述拉索一一铰接在连接板上。该拉索与钢管连接节点,缩小拉索连接处内管的尺寸,并将连接拉索的连接板内置在上下封板之间,上下封板与连接板上下端焊接能保证节点区的拉力有效传递给钢管,在保证拉力强度的前提下,拉索与钢管连接节点尺寸减小,节点美观,实用性好。
The utility model provides a connection node between a cable and a steel pipe, which relates to the field of steel structures and includes a steel pipe, an inner pipe, a lower sealing plate, an upper sealing plate and several groups of external stiffening plates, connecting plates and cables. The steel pipe, lower sealing plate The plate, inner tube and upper sealing plate are connected in sequence from bottom to top. A number of the external stiffening plates are arranged outside the inner tube and distributed at different angles around its center. The upper and lower sides of the external stiffening plate are connected with the upper sealing plate and the lower sealing plate. The plates are connected, the sum of the radius of the inner tube and the width of the outer stiffening plate is less than or equal to the radius of the steel pipe, the connecting plates are arranged one by one on the outer stiffening plate, and the stay cables are hinged on the connecting plates one by one. The cable is connected to the steel pipe node, the size of the inner pipe at the cable connection is reduced, and the connecting plate connecting the cable is built between the upper and lower sealing plates. The upper and lower sealing plates are welded to the upper and lower ends of the connecting plate to ensure that the tensile force in the node area is effective. Transferred to the steel pipe, on the premise of ensuring the tensile strength, the size of the connection node between the cable and the steel pipe is reduced, and the node is beautiful and practical.
Description
技术领域Technical field
本实用新型涉及钢结构技术领域,具体为一种拉索与钢管连接节点。The utility model relates to the technical field of steel structures, and is specifically a connection node between a cable and a steel pipe.
背景技术Background technique
预应力结构中,拉索与钢构件采用耳板连接是一种常见的连接方式,耳板的设计主要有耳板焊接在钢构件的外侧表面、耳板采用铸钢件节点等,这两种连接方式在某些预应力结构体系下都具有一定的不足之处,耳板连接在钢构件外侧表面变现为节点尺寸偏大,影响美观,耳板采用铸钢件时,节点重量大且造价高。In prestressed structures, it is a common connection method to use ear plates to connect cables and steel members. The design of ear plates mainly includes ear plates welded on the outer surface of steel members, ear plates using cast steel nodes, etc. These two The connection method has certain shortcomings in some prestressed structural systems. The ear plate connection on the outer surface of the steel component results in a node size that is too large, which affects the appearance. When the ear plate is made of cast steel, the node weight is large and the cost is high. .
因此,有必要研究一种制作简洁、安全可靠,能同时兼顾节点美观、经济节约的节点连接方式。Therefore, it is necessary to study a node connection method that is simple to produce, safe and reliable, and can take into account the beauty of the nodes and economy.
实用新型内容Utility model content
(一)解决的技术问题(1) Technical problems solved
针对现有技术的不足,本实用新型提供了一种拉索与钢管连接节点,解决了上述背景技术中提出的问题。In view of the shortcomings of the existing technology, the present utility model provides a connection node between a cable and a steel pipe, which solves the problems raised in the above background technology.
(二)技术方案(2) Technical solutions
为实现以上目的,本实用新型通过以下技术方案予以实现:一种拉索与钢管连接节点,包括钢管、内管、下封板、上封板以及若干组外劲板、连接板和拉索,所述钢管、下封板、内管、上封板自下而上依次相连,若干所述外劲板设置在内管外且绕其中心按不同角度分布,所述外劲板的上下两面与上封板、下封板相连,所述内管的半径与外劲板宽度之和小于等于钢管的半径,所述连接板一一设置在外劲板上,所述拉索一一铰接在连接板上。In order to achieve the above objectives, the utility model is realized through the following technical solutions: a cable-to-steel pipe connection node, including a steel pipe, an inner pipe, a lower sealing plate, an upper sealing plate and several sets of external stiffening plates, connecting plates and cables. The steel pipe, lower sealing plate, inner tube, and upper sealing plate are connected in sequence from bottom to top. Several of the external stiffening plates are arranged outside the inner tube and distributed at different angles around its center. The upper and lower surfaces of the external stiffening plates are connected to The upper sealing plate and the lower sealing plate are connected. The sum of the radius of the inner tube and the width of the outer stiffening plate is less than or equal to the radius of the steel pipe. The connecting plates are arranged one by one on the outer stiffening plate, and the cables are hinged on the connecting plates one by one. superior.
优选的,所述钢管内位于下封板的底部设置有内加劲板。Preferably, an inner stiffening plate is provided at the bottom of the lower sealing plate in the steel pipe.
优选的,所述内管半径为钢管半径的一半。Preferably, the radius of the inner tube is half of the radius of the steel tube.
优选的,所述钢管为圆钢管或矩形钢管。Preferably, the steel pipe is a round steel pipe or a rectangular steel pipe.
优选的,所述拉索通过锚具铰接在连接板上。Preferably, the pulling cable is hinged on the connecting plate through an anchor.
优选的,所述拉索为PE索或镐钒索。Preferably, the pulling cable is a PE cable or a pickaxe vanadium cable.
(三)有益效果(3) Beneficial effects
本实用新型提供了一种拉索与钢管连接节点。具备以下有益效果:The utility model provides a connection node between a cable and a steel pipe. It has the following beneficial effects:
1、该拉索与钢管连接节点,缩小拉索连接处内管的尺寸,并将连接拉索的连接板内置在上下封板之间,上下封板与连接板上下端焊接能保证节点区的拉力有效传递给钢管,在保证拉力强度的前提下,拉索与钢管连接节点尺寸减小,节点美观,实用性好。1. The cable is connected to the steel pipe node. The size of the inner pipe at the cable connection is reduced, and the connecting plate connecting the cable is built between the upper and lower sealing plates. The upper and lower sealing plates are welded to the upper and lower ends of the connecting plate to ensure the joint area. The tensile force is effectively transmitted to the steel pipe. On the premise of ensuring the tensile strength, the size of the connection node between the cable and the steel pipe is reduced, and the node is beautiful and practical.
附图说明Description of the drawings
图1为本实用新型的轴测图;Figure 1 is an isometric view of the utility model;
图2为本实用新型的正面剖视图;Figure 2 is a front cross-sectional view of the utility model;
图3为本实用新型的俯剖视图。Figure 3 is a top cross-sectional view of the utility model.
图中:1连接板、2钢管、3拉索、4内管、5外劲板、6下封板、8锚具、7上封板、9内加劲板。In the picture: 1 connecting plate, 2 steel pipe, 3 cable, 4 inner tube, 5 external stiffening plate, 6 lower sealing plate, 8 anchor, 7 upper sealing plate, 9 inner stiffening plate.
具体实施方式Detailed ways
本实用新型实施例提供一种拉索与钢管连接节点,如图1-3所示,包括钢管2、内管4、下封板6、上封板7以及若干组外劲板5、连接板1和拉索3。The embodiment of the utility model provides a connection node between a cable and a steel pipe, as shown in Figure 1-3, including a steel pipe 2, an inner pipe 4, a lower sealing plate 6, an upper sealing plate 7 and several sets of external stiffening plates 5 and connecting plates. 1 and cable 3.
钢管2为为预应力结构的受压构件,可采用圆钢管或矩形钢管。钢管2截面大小根据预应力结构计算的应力确定。The steel pipe 2 is a pressure-bearing member of a prestressed structure, and can be a round steel pipe or a rectangular steel pipe. The cross-section size of the steel pipe 2 is determined based on the calculated stress of the prestressed structure.
如图2所示,拉索3为预应力结构的受拉构件,拉索3为PE索或镐钒索,拉索3截面大小根据预应力结构计算的应力确定。拉索3通过锚具8铰接在连接板1上。连接板1是连接拉索3和钢管2的关键部件。As shown in Figure 2, the cable 3 is a tension member of the prestressed structure. The cable 3 is a PE cable or a vanadium cable. The cross-section size of the cable 3 is determined based on the calculated stress of the prestressed structure. The cable 3 is hinged to the connecting plate 1 through the anchor 8 . The connecting plate 1 is the key component connecting the cable 3 and the steel pipe 2.
如图3所示,钢管2、下封板6、内管4、上封板7自下而上依次相连,若干外劲板5设置在内管4外且绕其中心按不同角度分布,外劲板5的上下两面与上封板7、下封板6相连,外劲板5的内端与内管4焊接,连接板1和外劲板5、内钢管4、上封板7、下封板6通过焊接方式组合成整个节点,下封板6再通过焊接连接方式与钢管2连接。为保证节点区的内力有效传递给钢管2,钢管2内位于下封板6的底部设置有内加劲板9。连接板1一一设置在外劲板5上。As shown in Figure 3, the steel pipe 2, lower sealing plate 6, inner pipe 4, and upper sealing plate 7 are connected in sequence from bottom to top. Several external stiffening plates 5 are arranged outside the inner pipe 4 and distributed at different angles around its center. The upper and lower sides of the stiffening plate 5 are connected to the upper sealing plate 7 and the lower sealing plate 6. The inner end of the outer stiffening plate 5 is welded to the inner tube 4. The connecting plate 1 and the outer stiffening plate 5, the inner steel pipe 4, the upper sealing plate 7 and the lower The sealing plate 6 is assembled into the entire node through welding, and the lower sealing plate 6 is connected to the steel pipe 2 through welding. In order to ensure that the internal force in the node area is effectively transmitted to the steel pipe 2, an internal stiffening plate 9 is provided at the bottom of the lower sealing plate 6 in the steel pipe 2. The connecting plates 1 are arranged on the external stiffening plates 5 one by one.
内管4的半径与外劲板5宽度之和小于等于钢管2的半径。使外劲板5内嵌在上封板7与下封板6之间,拉索3与钢管2连接节点尺寸减小,节点美观。优先的内管4半径为钢管2半径的一半。内管4的半径也可以小于钢管2的一半,外劲板5的宽度增加能提升应力承受能力,增强拉索节点连接强度。The sum of the radius of the inner tube 4 and the width of the outer stiffening plate 5 is less than or equal to the radius of the steel tube 2 . The external stiffening plate 5 is embedded between the upper sealing plate 7 and the lower sealing plate 6, so that the size of the connection node between the cable 3 and the steel pipe 2 is reduced, and the node is beautiful. The preferred radius of inner tube 4 is half of the radius of steel tube 2. The radius of the inner tube 4 can also be less than half of the steel tube 2. The increased width of the external stiffening plate 5 can improve the stress bearing capacity and enhance the connection strength of the cable nodes.
尽管已经示出和描述了本实用新型的实施例,对于本领域的普通技术人员而言,可以理解在不脱离本实用新型的原理和精神的情况下可以对这些实施例进行多种变化、修改、替换和变型,本实用新型的范围由所附权利要求及其等同物限定。Although the embodiments of the present invention have been shown and described, those of ordinary skill in the art will understand that various changes and modifications can be made to these embodiments without departing from the principles and spirit of the present invention. , substitutions and modifications, the scope of the present invention is defined by the appended claims and their equivalents.
Claims (6)
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CN202321160529.0U CN219753517U (en) | 2023-05-15 | 2023-05-15 | Cable and steel pipe connection node |
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CN202321160529.0U CN219753517U (en) | 2023-05-15 | 2023-05-15 | Cable and steel pipe connection node |
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