CN206279622U - A kind of connecting node of new H profile steel post and H profile steel beam - Google Patents
A kind of connecting node of new H profile steel post and H profile steel beam Download PDFInfo
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- CN206279622U CN206279622U CN201621292863.1U CN201621292863U CN206279622U CN 206279622 U CN206279622 U CN 206279622U CN 201621292863 U CN201621292863 U CN 201621292863U CN 206279622 U CN206279622 U CN 206279622U
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Abstract
本实用新型涉及一种建筑工程技术领域,尤其是一种新型H型钢柱与H型钢梁的连接节点,它包括H型钢柱、H型钢梁、等边角钢、不等边角钢及摩擦型高强螺栓,所述H型钢梁的上下翼缘对称布置所述等边角钢;所述H型钢梁的腹板左右两侧对称布置所述不等边角钢;所述H型钢梁的翼缘和所述H型钢柱的翼缘通过所述等边角钢与所述摩擦型高强螺栓进行连接;所述H型钢梁的腹板和所述H型钢柱的翼缘通过所述不等边角钢与所述摩擦型高强螺栓进行连接。本实用新型实现了现场拼装,避免了现场焊接,避免焊接应力和焊接变形对节点性能的不利影响;具有良好的整体稳定性;安装简单,现场作业量少,提高了施工效率。
The utility model relates to the technical field of construction engineering, in particular to a connection node between a novel H-shaped steel column and an H-shaped steel beam, which includes an H-shaped steel column, an H-shaped steel beam, an equilateral angle steel, an unequal angle steel and a friction type High-strength bolts, the equilateral angle steels are symmetrically arranged on the upper and lower flanges of the H-shaped steel beam; the unequal angle steels are symmetrically arranged on the left and right sides of the web of the H-shaped steel beam; The flange and the flange of the H-shaped steel column are connected with the friction type high-strength bolts through the equilateral angle steel; the web of the H-shaped steel beam and the flange of the H-shaped steel column pass through the unequal The angle steel is connected with the friction type high-strength bolt. The utility model realizes on-site assembly, avoids on-site welding, and avoids adverse effects of welding stress and welding deformation on node performance; has good overall stability; simple installation, less on-site operations, and improves construction efficiency.
Description
技术领域technical field
本实用新型涉及一种建筑工程技术领域,尤其是一种新型H型钢柱与H型钢梁的连接节点。The utility model relates to the technical field of construction engineering, in particular to a connection node between a novel H-shaped steel column and an H-shaped steel beam.
背景技术Background technique
随着钢结构设计技术的不断成熟和其复杂情况下优良的性能,钢结构建筑已经越来越受到人们的青睐,尤其是在多层和高层建筑中应用较为广泛。在目前我国的实际应用中,钢框架H型钢柱一般是通过焊接与H型钢梁连接,这样虽然有较大的刚性和承载力,但是对焊缝质量要求很高;现场焊接劳动强度大,焊缝质量不容易得到保证,焊缝缺陷等因素节点容易发生脆性破坏。同时,由于其延性较低,有可能导致结构发生整体倒塌。With the continuous maturity of steel structure design technology and its excellent performance under complex conditions, steel structure buildings have become more and more popular, especially in multi-storey and high-rise buildings. In the current practical application in our country, the H-shaped steel column of the steel frame is generally connected with the H-shaped steel beam by welding. Although it has a large rigidity and bearing capacity, it has high requirements for the quality of the weld; on-site welding is labor-intensive. The quality of the weld is not easy to be guaranteed, and the joints are prone to brittle failure due to factors such as weld defects. At the same time, due to its low ductility, it may lead to the overall collapse of the structure.
实用新型内容Utility model content
本实用新型的目的在于克服现有技术存在的缺点,提供一种无焊缝连接,安装方便的新型H钢柱与H型钢梁的连接节点,梁与柱连接全部采用高强螺栓连接,使其在施工现场避免焊接造成的焊缝缺陷,降低了劳动强度,提高了施工质量,并且有效改善了节点的力学性能。The purpose of this utility model is to overcome the shortcomings of the prior art, to provide a new type of connection node between H steel columns and H-shaped steel beams without weld seam connection and easy to install. The beams and columns are all connected by high-strength bolts, so that Weld defects caused by welding are avoided at the construction site, labor intensity is reduced, construction quality is improved, and mechanical properties of joints are effectively improved.
为实现上述目的,本实用新型的技术方案为:一种新型H型钢柱与H型钢梁的连接节点,包括H型钢柱、H型钢梁、等边角钢、不等边角钢及摩擦型高强螺栓,所述H型钢梁的上下翼缘对称布置所述等边角钢;所述H型钢梁的腹板左右两侧对称布置所述不等边角钢;所述H型钢梁的翼缘和所述H型钢柱的翼缘通过所述等边角钢与所述摩擦型高强螺栓进行连接;所述H型钢梁的腹板和所述H型钢柱的翼缘通过所述不等边角钢与所述摩擦型高强螺栓进行连接;所述H型钢柱,H型钢梁,等边角钢及不等边角钢均为热轧型钢;所述等边角钢共计四个,每侧两个并均匀对称布置在H型钢梁的上下翼缘;所述不等边角钢共计四个,每侧两个并均匀对称布置在H型钢梁的腹板左右两侧。In order to achieve the above purpose, the technical solution of this utility model is: a new type of connection node between H-shaped steel column and H-shaped steel beam, including H-shaped steel column, H-shaped steel beam, equilateral angle steel, unequal angle steel and friction type high-strength Bolts, the equilateral angle steels are symmetrically arranged on the upper and lower flanges of the H-shaped steel beam; the unequal angle steels are symmetrically arranged on the left and right sides of the web of the H-shaped steel beam; the flanges of the H-shaped steel beam The flange of the H-shaped steel column is connected with the friction type high-strength bolt through the equilateral angle steel; the web of the H-shaped steel beam and the flange of the H-shaped steel column pass through the unequal angle steel Connect with the friction-type high-strength bolts; the H-shaped steel column, H-shaped steel beam, equilateral angle steel and unequal angle steel are all hot-rolled steel; the equilateral angle steel has a total of four, two on each side and uniform It is symmetrically arranged on the upper and lower flanges of the H-shaped steel beam; there are four unequal angle steels in total, two on each side, and they are evenly and symmetrically arranged on the left and right sides of the web of the H-shaped steel beam.
与现有技术相比,本实用新型具有以下优点:Compared with the prior art, the utility model has the following advantages:
H型钢梁与H型钢柱的连接采用摩擦型高强螺栓连接,实现了现场拼装,避免了现场焊接,避免焊接应力和焊接变形对节点性能的不利影响;H型钢梁的腹板通过摩擦型高强螺栓与不等边角钢连接,增加了节点刚度,增强了结构的整体稳定性;安装简单,现场作业量少,提高了施工效率;并且H型钢梁与H型钢柱完全可以由工厂预制,克服了传统施工现场程序繁琐,劳动强度高,现场施工安装误差大的缺点。The connection between the H-shaped steel beam and the H-shaped steel column is connected by friction-type high-strength bolts, which realizes on-site assembly, avoids on-site welding, and avoids the adverse effects of welding stress and welding deformation on joint performance; the web of the H-shaped steel beam passes through the friction type The connection between high-strength bolts and unequal angle steel increases the stiffness of the joints and enhances the overall stability of the structure; the installation is simple, the amount of on-site work is small, and the construction efficiency is improved; and the H-shaped steel beams and H-shaped steel columns can be completely prefabricated by the factory. It overcomes the shortcomings of cumbersome procedures on the traditional construction site, high labor intensity, and large errors in on-site construction and installation.
附图说明Description of drawings
下面结合附图和具体实施例对本实用新型作进一步说明。Below in conjunction with accompanying drawing and specific embodiment the utility model is further described.
图1是本实用新型的结构轴测图。Fig. 1 is a structural axonometric view of the utility model.
图2是本实用新型的结构主视图。Fig. 2 is a structural front view of the utility model.
图3是本实用新型的结构侧视图。Fig. 3 is a structural side view of the utility model.
图4是本实用新型的结构俯视图。Fig. 4 is a top view of the structure of the utility model.
图中:1—H型钢柱,2—H型钢梁,3—等边角钢,4—不等边角钢,5—摩擦型高强螺栓。In the figure: 1—H-shaped steel column, 2—H-shaped steel beam, 3—equal angle steel, 4—unequal angle steel, 5—friction type high-strength bolt.
具体实施方式detailed description
如图1,图2,图3,图4所示,本实用新型是一种新型H型钢柱与H型钢梁的连接节点,包括:H型钢柱1、H型钢梁2、等边角钢3、不等边角钢4以及摩擦型高强螺栓5。所述H型钢梁2的上下翼缘对称布置所述等边角钢3;所述H型钢梁2的腹板左右两侧对称布置所述不等边角钢4;所述H型钢梁2的翼缘和所述H型钢柱1的翼缘通过所述等边角钢3与所述摩擦型高强螺栓5进行连接;所述H型钢梁2的腹板和所述H型钢柱1的翼缘通过所述不等边角钢4与所述摩擦型高强螺栓5进行连接;所述H型钢柱1,H型钢梁2,等边角钢3及不等边角钢4均为热轧型钢;所述等边角钢3共计四个,每侧两个并均匀对称布置在H型钢梁2的上下翼缘;所述不等边角钢4共计四个,每侧两个并均匀对称布置在H型钢梁2的腹板左右两侧。As shown in Fig. 1, Fig. 2, Fig. 3 and Fig. 4, the utility model is a connection node between a novel H-shaped steel column and an H-shaped steel beam, including: H-shaped steel column 1, H-shaped steel beam 2, equilateral angle steel 3. Unequal angle steel 4 and friction type high-strength bolt 5. The equilateral angle steel 3 is symmetrically arranged on the upper and lower flanges of the H-shaped steel beam 2; the unequal angle steel 4 is symmetrically arranged on the left and right sides of the web of the H-shaped steel beam 2; the H-shaped steel beam 2 The flange of the H-shaped steel column 1 is connected with the friction-type high-strength bolt 5 through the equilateral angle steel 3; the web of the H-shaped steel beam 2 and the wing of the H-shaped steel column 1 The edge is connected with the friction type high-strength bolt 5 through the unequal angle steel 4; the H-shaped steel column 1, the H-shaped steel beam 2, the equilateral angle steel 3 and the unequal angle steel 4 are all hot-rolled steel; There are four equilateral angle steels 3 in total, two on each side and evenly and symmetrically arranged on the upper and lower flanges of the H-shaped steel beam 2; there are four unequal angle steels 4 in total, two on each side and evenly and symmetrically arranged on the H-shaped steel beam 2. The left and right sides of the web of the steel beam 2.
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- 2016-11-29 CN CN201621292863.1U patent/CN206279622U/en not_active Expired - Fee Related
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