CN211172382U - A steel beam connecting node - Google Patents

A steel beam connecting node Download PDF

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Publication number
CN211172382U
CN211172382U CN201922006835.9U CN201922006835U CN211172382U CN 211172382 U CN211172382 U CN 211172382U CN 201922006835 U CN201922006835 U CN 201922006835U CN 211172382 U CN211172382 U CN 211172382U
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plate
steel
connecting plate
girder
diaphragm
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杨爱国
邱义平
杨小罗
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Guangdong Zhongye Construction Steel Structure Co ltd
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Guangdong Zhongye Construction Steel Structure Co ltd
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Abstract

The utility model relates to a technical field is connected to the steel construction, more specifically says, and it relates to a girder steel connected node, and its technical scheme main points are: including two I-steel girders, two I-steel girders are the level setting and the tip is relative, two relative both ends of two I-steel girders all are equipped with the end plate, two end plates pass through bolt fixed connection, still include two connecting plates, the I-steel girder is followed I-steel girder width direction's both sides respectively to two connecting plates, the I-steel girder includes the diaphragm, lower diaphragm and the riser of locating between diaphragm and the lower diaphragm, two connecting plates all are parallel with the riser, the terminal surface of connecting plate towards the riser all contradicts in the lateral wall of last diaphragm and lower diaphragm, and the one end and the I-steel girder fixed connection of connecting plate, the other end and another I-steel girder fixed connection of connecting plate. This girder steel connected node can promote the connectivity between two girder steels to reduce two end plates as the load part and appear warping and influence the condition of girder steel connection stability.

Description

一种钢梁连接节点A steel beam connecting node

技术领域technical field

本实用新型涉及钢结构连接技术领域,更具体地说,它涉及一种钢梁连接节点。The utility model relates to the technical field of steel structure connection, in particular to a steel beam connection node.

背景技术Background technique

钢结构作为绿色建筑的代表,具有材料综合性能好、材料利用率高以及安全性能优越的特点,其中,两根钢梁之间的连接处也被称为钢梁连接节点,它是保证建筑整体结构稳定性的关键之一。As a representative of green building, steel structure has the characteristics of good comprehensive performance of materials, high material utilization rate and excellent safety performance. One of the keys to structural stability.

现有技术中,钢梁通常由工字形钢材制成,钢梁的端部固定设有呈长方形板状的端板,端板上均开设有若干个供螺栓贯穿的通孔;当对两根钢梁进行连接时,工作人员只需将两根钢梁的端部相互靠近,以使得两块端板相互抵触,而后利用螺栓将两块端板固定连接,即可实现两根钢梁之间的固定连接。In the prior art, the steel beam is usually made of I-shaped steel, the end of the steel beam is fixed with a rectangular plate-shaped end plate, and the end plates are provided with a number of through holes for bolts to pass through; When the steel beams are connected, the staff only needs to bring the ends of the two steel beams close to each other to make the two end plates conflict with each other, and then use bolts to fix the two end plates to connect the two steel beams. fixed connection.

上述钢梁连接节点具有现场安装便捷的特点,但通过两块端板之间的螺栓连接,两根钢梁只有相对的两个端面具有连接关系,当钢梁受到垂直于钢梁的水平推力时,作为主要承力件的两块端板可能会出现变形而影响钢梁连接稳定性的情况。The above-mentioned steel beam connection node has the characteristics of convenient on-site installation, but through the bolt connection between the two end plates, the two steel beams only have the connection relationship between the two opposite end faces. When the steel beam is subjected to a horizontal thrust perpendicular to the steel beam , the two end plates as the main bearing parts may be deformed and affect the stability of the steel beam connection.

实用新型内容Utility model content

针对上述现有技术的不足,本实用新型的目的是提供一种钢梁连接节点,该钢梁连接节点可提升两根钢梁之间的连接性,从而减少作为承力件的两块端板出现变形而影响钢梁连接稳定性的情况。In view of the above-mentioned deficiencies of the prior art, the purpose of the present invention is to provide a steel beam connecting node, which can improve the connectivity between two steel beams, thereby reducing the number of two end plates serving as load-bearing members. Deformation occurs that affects the stability of the steel beam connection.

本实用新型的上述技术目的是通过以下技术方案得以实现的:一种钢梁连接节点,包括两根工字钢梁,两根所述工字钢梁呈水平设置且端部相对,两根所述工字钢梁相对的两端部均设有端板,两块所述端板通过螺栓固定连接,还包括两块连接板,两块所述连接板分别设于工字钢梁沿工字钢梁宽度方向的两侧,所述工字钢梁包括上横板、下横板和设于上横板与下横板之间的竖板,两块所述连接板均与竖板平行,所述连接板朝向竖板的端面均抵触于上横板和下横板的侧壁,且所述连接板的一端与一根工字钢梁固定连接,所述连接板的另一端与另一根工字钢梁固定连接。The above-mentioned technical purpose of the present invention is achieved through the following technical solutions: a steel beam connection node, comprising two I-beam beams, the two I-beam beams are arranged horizontally and the ends are opposite, and the two I-beams are arranged horizontally. The opposite ends of the I-beam are provided with end plates, and the two end plates are fixedly connected by bolts, and also include two connecting plates, which are respectively arranged on the I-beam along the I-beam. On both sides of the steel beam in the width direction, the I-beam includes an upper horizontal plate, a lower horizontal plate and a vertical plate arranged between the upper horizontal plate and the lower horizontal plate, and the two connecting plates are both parallel to the vertical plate, The end faces of the connecting plate facing the vertical plate are in contact with the side walls of the upper horizontal plate and the lower horizontal plate, and one end of the connecting plate is fixedly connected to an I-beam, and the other end of the connecting plate is connected to another The root I-beam is fixedly connected.

通过采用上述技术方案,两根工字钢梁利用两块端板之间的螺栓实现固定连接后,利用位于工字钢梁宽度方向两侧的两块连接板将两根工字钢梁固定连接,即可起到提升两根工字钢梁之间连接性的效果,减少作为承力件的两块端板出现受力变形而影响钢梁连接稳定性的情况。By adopting the above technical solution, after the two I-beam beams are fixedly connected by bolts between the two end plates, the two I-beam beams are fixedly connected by two connecting plates located on both sides of the width direction of the I-beam beam. , which can improve the connection between the two I-beams, and reduce the stress and deformation of the two end plates as load-bearing parts that affect the connection stability of the steel beams.

优选的,所述连接板靠近竖板的端面设有两个加固块,两个所述加固块沿工字钢梁长度方向排布于连接板上,且一个所述加固块远离连接板的一端抵触于一根工字钢梁的竖板,另一个所述加固块远离连接板的一端抵触于另一根工字钢梁的竖板。Preferably, two reinforcing blocks are provided on the end face of the connecting plate close to the vertical plate, the two reinforcing blocks are arranged on the connecting plate along the length direction of the I-beam, and one end of the reinforcing block is far away from the connecting plate The other end of the reinforcing block away from the connecting plate abuts against the vertical plate of the other I-beam.

通过采用上述技术方案,加固块远离连接板的一端与工字钢梁的竖板抵触配合,从而使得固定于两根工字钢梁上的连接板能够对工字钢梁提供良好的支撑作用。By adopting the above technical solution, the end of the reinforcing block away from the connecting plate interferes with the vertical plate of the I-beam, so that the connecting plate fixed on the two I-beams can provide good support for the I-beam.

优选的,所述连接板、加固块和竖板设有一一对应的第一通孔,所述第一通孔用于供螺栓贯穿。Preferably, the connecting plate, the reinforcing block and the vertical plate are provided with one-to-one corresponding first through holes, and the first through holes are used for bolts to pass through.

通过采用上述技术方案,螺栓贯穿连接板、加固块和竖板上的第一通孔并与螺母螺纹连接,即可实现连接板与工字钢梁之间的固定连接,结构简单且稳定性高。By adopting the above technical solution, the bolts penetrate through the first through holes of the connecting plate, the reinforcing block and the vertical plate and are threadedly connected with the nuts, so that the fixed connection between the connecting plate and the I-beam can be realized, and the structure is simple and the stability is high. .

优选的,所述加固块与上横板相对的两个端面相互抵触,所述加固块与下横板相对的两个端面相互抵触。Preferably, the two opposite end surfaces of the reinforcing block and the upper horizontal plate are in conflict with each other, and the two opposite end surfaces of the reinforcing block and the lower horizontal plate are in conflict with each other.

通过采用上述技术方案,加固块的上端面和下端面分别与上横板和下横板抵触配合,可对加固块起到一定的限位作用,从而便于连接板、加固块和竖板上一一对应的第一通孔进行对齐。By adopting the above technical solution, the upper end face and the lower end face of the reinforcing block collide with the upper horizontal plate and the lower horizontal plate respectively, which can limit the position of the reinforcing block, so as to facilitate the connection between the connecting plate, the reinforcing block and the vertical plate. A corresponding first through hole is aligned.

优选的,所述连接板沿竖直方向的两端设有限位板,两块所述限位板均设有供端板侧壁插入的限位槽,且一块所述限位板抵触于两根工字钢梁的上横板,另一块所述限位板抵触于两根工字钢梁的下横板。Preferably, the two ends of the connecting plate along the vertical direction are provided with limit plates, both of the limit plates are provided with limit slots for inserting the side walls of the end plates, and one of the limit plates is in contact with the two limit plates. The upper transverse plate of one I-beam beam, and the other limit plate is in contact with the lower transverse plates of the two I-beam beams.

通过采用上述技术方案,安装连接板时,利用端板侧壁插入至限位槽内,可对连接板实现初定位,从而便于工作人员将连接板安装在两根工字钢梁的连接处。By adopting the above technical solution, when installing the connecting plate, the side wall of the end plate is inserted into the limiting groove, and the initial positioning of the connecting plate can be realized, so that it is convenient for the staff to install the connecting plate at the connection of the two I-beam beams.

优选的,所述限位板、上横板、加固块和下横板均设有一一对应的第二通孔,所述第二通孔用于供螺栓贯穿。Preferably, the limiting plate, the upper horizontal plate, the reinforcing block and the lower horizontal plate are all provided with a one-to-one corresponding second through hole, and the second through hole is used for the bolt to pass through.

通过采用上述技术方案,螺栓贯穿限位板、上横板、加固块和下横板之间的第二通孔并与螺母螺纹连接,可实现限位板与两根工字钢梁的固定连接,从而提升两根工字钢梁连接处竖直方向的承力能力。By adopting the above technical solution, the bolt penetrates through the second through hole between the limit plate, the upper horizontal plate, the reinforcing block and the lower horizontal plate and is threadedly connected with the nut, so that the fixed connection between the limit plate and the two I-beams can be realized. , so as to improve the vertical bearing capacity of the connection between the two I-beam beams.

优选的,所述加固块朝向竖板的一端设有倒角。Preferably, an end of the reinforcing block facing the vertical plate is provided with a chamfer.

通过采用上述技术方案,沿水平方向移动以使加固块抵触竖板的过程中,倒角可起到导向作用,以便于工作人员安装连接板。By adopting the above technical solution, in the process of moving in the horizontal direction to make the reinforcing block abut against the vertical plate, the chamfer can play a guiding role, so as to facilitate the installation of the connecting plate by the staff.

优选的,所述工字钢梁与端板之间设有加劲肋,所述加劲肋的一端焊接于端板上,所述加劲肋的另一端焊接于工字钢梁上。Preferably, a stiffening rib is provided between the I-beam and the end plate, one end of the stiffening rib is welded to the end plate, and the other end of the stiffening rib is welded to the I-beam.

通过采用上述技术方案,加劲肋的设置可增加工字钢梁与端板之间的连接强度,从而提升两根工字钢梁的连接稳定性。By adopting the above technical solution, the arrangement of the stiffener can increase the connection strength between the I-beam and the end plate, thereby improving the connection stability of the two I-beams.

综上所述,本实用新型具有以下有益效果:To sum up, the utility model has the following beneficial effects:

1、利用位于工字钢梁宽度方向两侧的两块连接板将两根工字钢梁固定连接,即可起到提升两根工字钢梁之间连接性的效果;1. The two connecting plates located on both sides of the width direction of the I-beam are fixedly connected to the two I-beams, which can improve the connectivity between the two I-beams;

2、加固块远离连接板的一端与工字钢梁的竖板抵触配合,从而使得固定于两根工字钢梁上的连接板能够对工字钢梁提供良好的支撑作用;2. The end of the reinforcement block away from the connecting plate is in conflict with the vertical plate of the I-beam, so that the connecting plate fixed on the two I-beams can provide a good support for the I-beam;

3、限位板与两根工字钢梁的固定连接,可提升两根工字钢梁连接处竖直方向的承力能力。3. The fixed connection between the limit plate and the two I-beams can improve the vertical bearing capacity of the connection between the two I-beams.

附图说明Description of drawings

图1是本实用新型实施例的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the embodiment of the present utility model;

图2是本实用新型实施例的爆炸结构示意图。FIG. 2 is a schematic diagram of an explosion structure of an embodiment of the present invention.

附图标记:1、工字钢梁;1a、上横板;1b、下横板;1c、竖板;2、端板;3、连接板;4、加固块;5、第一通孔;6、限位板;6a、限位槽;6b、让位槽;7、第二通孔;8、加劲肋。Reference numerals: 1. I-beam; 1a, upper transverse plate; 1b, lower transverse plate; 1c, vertical plate; 2, end plate; 3, connecting plate; 4, reinforcement block; 5, first through hole; 6. Limiting plate; 6a. Limiting slot; 6b. Giving way slot; 7. Second through hole; 8. Stiffening rib.

具体实施方式Detailed ways

以下结合附图对本实用新型作进一步详细说明。The present utility model will be described in further detail below in conjunction with the accompanying drawings.

一种钢梁连接节点,参照图1和图2,包括工字钢梁1、端板2和连接板3,其中,工字钢梁1的数量为两根,且两根工字钢梁1均呈水平设置且端部相对,具体的,工字钢梁1包括上横板1a、下横板1b和位于上横板1a与下横板1b之间的竖板1c。同时,端板2的数量也为两个,端板2为长方形板,且两个端板2分别焊接于工字钢梁1相对的两个端面,本实施例中,端板2与工字钢梁1之间还焊接有用于增加工字钢梁1与端板2之间连接强度的加劲肋8;另外,两块端板2相对的两个端面相互抵触,且两块端板2的上端与下端通过螺栓与螺母实现固定连接。A steel beam connection node, with reference to Figures 1 and 2, comprises an I-beam 1, an end plate 2 and a connecting plate 3, wherein the number of the I-beam 1 is two, and the two I-beams 1 They are all arranged horizontally and have opposite ends. Specifically, the I-beam 1 includes an upper transverse plate 1a, a lower transverse plate 1b, and a vertical plate 1c between the upper transverse plate 1a and the lower transverse plate 1b. At the same time, the number of end plates 2 is also two, the end plates 2 are rectangular plates, and the two end plates 2 are respectively welded to the two opposite end faces of the I-beam 1. In this embodiment, the end plates 2 and the I-beam A stiffening rib 8 for increasing the connection strength between the I-beam 1 and the end plate 2 is also welded between the steel beams 1; The upper end and the lower end are fixedly connected by bolts and nuts.

参照图1和图2,连接板3的数量也为两块,且两块连接板3均为与竖板1c平行的长方形板,两块连接板3分别位于竖板1c沿工字钢梁1宽度方向的两侧,且连接板3朝向竖板1c的端面同时抵触于两根工字钢梁1上横板1a与下横板1b的侧壁。同时,连接板3靠近竖板1c的端面焊接有两个加固块4,本实施例中,两个加固块4均可以由方形钢材制成,两个加固块4沿工字钢梁1长度方向排布于连接板3上,且一个加固块4远离连接板3的一端抵触于一根工字钢梁1的竖板1c,另一个加固块4远离连接板3的一端抵触于另一根工字钢梁1的竖板1c。1 and 2, the number of connecting plates 3 is also two, and the two connecting plates 3 are rectangular plates parallel to the vertical plate 1c, and the two connecting plates 3 are respectively located on the vertical plate 1c along the I-beam 1. On both sides in the width direction, and the end faces of the connecting plate 3 facing the vertical plate 1c simultaneously abut against the side walls of the upper transverse plate 1a and the lower transverse plate 1b of the two I-beams 1 . At the same time, two reinforcement blocks 4 are welded on the end face of the connecting plate 3 close to the vertical plate 1c. In this embodiment, the two reinforcement blocks 4 can both be made of square steel, and the two reinforcement blocks 4 are along the length direction of the I-beam 1. Arranged on the connecting plate 3, and one end of the reinforcing block 4 away from the connecting plate 3 is in contact with the vertical plate 1c of an I-beam 1, and the other end of the reinforcing block 4 away from the connecting plate 3 is in contact with another I-beam. The vertical plate 1c of the steel beam 1.

另外,连接板3、加固块4和两根工字钢梁1的竖板1c上均开设有一一对应的第一通孔5,通过螺栓贯穿连接板3、加固块4和竖板1c上的第一通孔5并与螺母螺纹连接,即可实现连接板3与工字钢梁1之间的固定连接。为了便于对连接板3、加固块4和竖板1c上的第一通孔5进行对齐,加固块4的高度可以与竖板1c相同,即使得加固块4与上横板1a相对的两个端面相互抵触,加固块4与下横板1b相对的两个端面相互抵触。此外,加固块4朝向竖板1c的一端还倒有斜角,以便于工作人员安装连接板3时沿水平方向将加固块4移动至上横板1a与下横板1b之间的空间。In addition, the connecting plate 3, the reinforcing block 4 and the vertical plates 1c of the two I-beams 1 are all provided with a corresponding first through hole 5, which penetrates through the connecting plate 3, the reinforcing block 4 and the vertical plate 1c through bolts. The first through hole 5 is connected with the nut threadedly, so that the fixed connection between the connecting plate 3 and the I-beam 1 can be realized. In order to facilitate the alignment of the connecting plate 3, the reinforcing block 4 and the first through holes 5 on the vertical plate 1c, the height of the reinforcing block 4 can be the same as that of the vertical plate 1c, that is, the two reinforcing blocks 4 are opposite to the upper horizontal plate 1a. The end faces are in conflict with each other, and the two opposite end faces of the reinforcing block 4 and the lower transverse plate 1b are in conflict with each other. In addition, the end of the reinforcing block 4 facing the vertical plate 1c is also chamfered, so that the worker can move the reinforcing block 4 in the horizontal direction to the space between the upper horizontal plate 1a and the lower horizontal plate 1b when installing the connecting plate 3 .

参照图1和图2,两块连接板3沿竖直方向的两端均焊接有限位板6,即总计有四块限位板6,并且,四块限位板6均呈水平设置。其中,位于上方的两块限位板6相对的两个端面相互抵触,且上方的两块限位板6的下端面均抵触于两根工字钢梁1的上横板1a;位于下方的两块限位板6相对的两个端面同样相互抵触,且下方的两块限位板6的上端均抵触于两根工字钢梁1的下横板1b。1 and 2 , limit plates 6 are welded to both ends of the two connecting plates 3 in the vertical direction, that is, there are four limit plates 6 in total, and the four limit plates 6 are arranged horizontally. Wherein, the two opposite end faces of the two upper limit plates 6 are in contact with each other, and the lower end faces of the two upper limit plates 6 are in contact with the upper transverse plates 1a of the two I-beams 1; The two opposite end faces of the two limit plates 6 also abut against each other, and the upper ends of the two limit plates 6 below both abut against the lower transverse plates 1 b of the two I-beams 1 .

另外,两块限位板6均开设有与端板2侧壁插接配合的限位槽6a,以及用于与加劲肋8进行避位的避位槽。此外,限位板6、上横板1a、加固块4和下横板1b均开设有一一对应的第二通孔7,通过螺栓贯穿限位板6、上横板1a、加固块4和下横板1b之间的第二通孔7并与螺母螺纹连接,可实现限位板6与两根工字钢梁1的固定连接,从而提升两根工字钢梁1连接处竖直方向的承力能力。In addition, the two limiting plates 6 are both provided with limiting grooves 6 a for inserting and matching with the side walls of the end plates 2 , and for avoiding positions with the stiffening ribs 8 . In addition, the limiting plate 6, the upper horizontal plate 1a, the reinforcing block 4 and the lower horizontal plate 1b are all provided with a corresponding second through hole 7, which penetrates through the limiting plate 6, the upper horizontal plate 1a, the reinforcing block 4 and the lower horizontal plate 1b through bolts. The second through hole 7 between the lower horizontal plate 1b is threadedly connected with the nut, which can realize the fixed connection between the limit plate 6 and the two I-beams 1, thereby improving the vertical direction of the connection of the two I-beams 1 bearing capacity.

本实用新型的工作原理为:两根工字钢梁1利用两块端板2之间的螺栓实现固定连接后,利用位于工字钢梁1宽度方向两侧的两块连接板3通过螺栓将两根工字钢梁1固定连接,即可起到提升两根工字钢梁1之间连接性的效果,从而减少作为承力件的两块端板2出现受力变形而影响钢梁连接稳定性的情况。同时,加固块4远离连接板3的一端与工字钢梁1的竖板1c抵触配合,从而使得固定于两根工字钢梁1上的连接板3能够对工字钢梁1提供良好的支撑作用。此外,限位板6通过螺纹与两根工字钢梁1实现固定连接,能够提升两根工字钢梁1连接处竖直方向的承力能力。The working principle of the utility model is as follows: after the two I-beam beams 1 are fixedly connected by bolts between the two end plates 2, the two connecting plates 3 located on both sides of the width direction of the I-beam beam 1 are connected by bolts. The fixed connection of the two I-beam beams 1 can improve the connectivity between the two I-beam beams 1, thereby reducing the stress and deformation of the two end plates 2 as load-bearing parts and affecting the connection of the steel beams. Stability situation. At the same time, the end of the reinforcing block 4 away from the connecting plate 3 is in conflict with the vertical plate 1c of the I-beam 1, so that the connecting plates 3 fixed on the two I-beams 1 can provide a good I-beam 1. support. In addition, the limiting plate 6 is fixedly connected to the two I-beams 1 through threads, which can improve the vertical bearing capacity of the connection between the two I-beams 1 .

上述实施例仅仅是对本实用新型的解释,其并不是对本实用新型的限制,本领域技术人员在阅读完本说明书后可以根据需要对本实施例做出没有创造性贡献的修改,但只要在本实用新型的权利要求范围内都受到专利法的保护。The above-mentioned embodiment is only an explanation of the present invention, and it is not a limitation of the present invention. Those skilled in the art can make modifications without creative contribution to the present embodiment as required after reading this specification, but as long as the present invention is used in the present invention. are protected by patent law within the scope of the claims.

Claims (8)

1. The utility model provides a girder steel connected node, includes two I-steel roof beam (1), two I-steel roof beam (1) is that the level sets up and the tip is relative, two the both ends that I-steel roof beam (1) is relative all are equipped with end plate (2), two end plate (2) are through bolt fixed connection, characterized by: the connecting plate is characterized by further comprising two connecting plates (3), wherein the two sides of the I-shaped steel beam (1) in the width direction of the I-shaped steel beam (1) are respectively arranged on the two sides of the I-shaped steel beam (3), the I-shaped steel beam (1) comprises an upper transverse plate (1a), a lower transverse plate (1b) and a vertical plate (1c) arranged between the upper transverse plate (1a) and the lower transverse plate (1b), the two connecting plates (3) are parallel to the vertical plate (1c), the end faces, facing the vertical plate (1c), of the connecting plates (3) are abutted against the side walls of the upper transverse plate (1a) and the lower transverse plate (1b), one end of each connecting plate (3) is fixedly connected with one I-shaped steel beam (1), and the other end of each connecting plate (3) is fixedly connected with the.
2. A steel beam connection node as claimed in claim 1, wherein: the terminal surface that connecting plate (3) are close to riser (1c) is equipped with two reinforcement piece (4), two reinforcement piece (4) are arranged on connecting plate (3) along I-shaped steel roof beam (1) length direction, and one the one end that connecting plate (3) were kept away from in reinforcement piece (4) is contradicted in riser (1c) of an I-shaped steel roof beam (1), another the one end that connecting plate (3) were kept away from in reinforcement piece (4) is contradicted in riser (1c) of another I-shaped steel roof beam (1).
3. A steel beam connection node as claimed in claim 2, wherein: the connecting plate (3), the reinforcing block (4) and the vertical plate (1c) are provided with first through holes (5) in one-to-one correspondence, and the first through holes (5) are used for the bolts to penetrate through.
4. A steel beam connection node as claimed in claim 3, wherein: reinforcing block (4) and two relative terminal surfaces of last diaphragm (1a) are contradicted each other, reinforcing block (4) and two relative terminal surfaces of diaphragm (1b) are contradicted each other down.
5. A steel beam connection node as claimed in claim 2, wherein: connecting plate (3) are equipped with limiting plate (6), two along the both ends of vertical direction limiting plate (6) all are equipped with and supply end plate (2) lateral wall male spacing groove (6a), and one limiting plate (6) are contradicted in last diaphragm (1a) of two I-steel roof beams (1), another limiting plate (6) are contradicted in lower diaphragm (1b) of two I-steel roof beams (1).
6. A steel beam connection node as claimed in claim 5, wherein: limiting plate (6), last diaphragm (1a), reinforcing block (4) and diaphragm (1b) down all are equipped with second through-hole (7) of one-to-one, second through-hole (7) are used for supplying the bolt to run through.
7. A steel beam connection node as claimed in claim 2, wherein: one end of the reinforcing block (4) facing the vertical plate (1c) is provided with a chamfer.
8. A steel beam connection node as claimed in claim 1, wherein: be equipped with stiffening rib (8) between I-steel girder (1) and end plate (2), the one end of stiffening rib (8) welds on end plate (2), the other end of stiffening rib (8) welds on I-steel girder (1).
CN201922006835.9U 2019-11-19 2019-11-19 A steel beam connecting node Expired - Fee Related CN211172382U (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112031165A (en) * 2020-08-18 2020-12-04 中交路桥建设有限公司 Multi-spliced and combined I-steel lengthening method
CN112282059A (en) * 2020-11-25 2021-01-29 灵境(湖北)科技有限公司 Connecting steel member for construction site
CN113481816A (en) * 2021-06-30 2021-10-08 冯志强 Bridge I-steel
CN113719098A (en) * 2021-09-23 2021-11-30 河南省安装集团有限责任公司 Wall-through overhanging I-steel and use method thereof
CN114855994A (en) * 2022-05-25 2022-08-05 杭州汉澳建筑设计有限公司 Connection method of light steel structure and node thereof
CN114856080A (en) * 2022-06-10 2022-08-05 亚都建设集团有限公司 Catenary beam structure

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112031165A (en) * 2020-08-18 2020-12-04 中交路桥建设有限公司 Multi-spliced and combined I-steel lengthening method
CN112282059A (en) * 2020-11-25 2021-01-29 灵境(湖北)科技有限公司 Connecting steel member for construction site
CN113481816A (en) * 2021-06-30 2021-10-08 冯志强 Bridge I-steel
CN113481816B (en) * 2021-06-30 2022-12-30 山西中海威轨道交通工程有限公司 Bridge I-steel
CN113719098A (en) * 2021-09-23 2021-11-30 河南省安装集团有限责任公司 Wall-through overhanging I-steel and use method thereof
CN114855994A (en) * 2022-05-25 2022-08-05 杭州汉澳建筑设计有限公司 Connection method of light steel structure and node thereof
CN114856080A (en) * 2022-06-10 2022-08-05 亚都建设集团有限公司 Catenary beam structure

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