Anti-seismic steel structure connecting piece

By precisely matching components such as U-shaped and cross-shaped insert blocks, the problems of inconvenient installation and insufficient stability of existing seismic connectors are solved, achieving convenient installation and superior seismic performance.

CN224016500UActive Publication Date: 2026-03-20LIAONING HAIBO CONSTR GRP CO LTD
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Patent Information

Application Number
CN202520299634.5
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2025-02-25
Publication Date
2026-03-20
Estimated Expiration
2035-02-25

AI Technical Summary

Technical Problem

Existing seismic connection components are complex in structure, inconvenient to install, difficult to adapt to components of different sizes and shapes, and have poor connection stability under extreme conditions, lacking effective buffering and energy dissipation mechanisms.

Method used

By employing components such as U-shaped fitting blocks, cross-shaped insert fitting blocks, and telescopic shaft tubes, and through the precise coordination of components such as insert limit pins, fitting springs, and negative pressure threaded tubes, flexible connection and buffering are achieved, thereby enhancing seismic performance.

Benefits of technology

It features a simple structure, convenient installation, strong adjustability, good adaptability, and can maintain a stable connection under extreme conditions, exhibiting superior seismic performance.

✦ Generated by Eureka AI based on patent content.

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Abstract

The utility model discloses an anti-seismic steel structure connecting piece which comprises a supporting column, an I-shaped cross beam and an anti-seismic connecting structure, the I-shaped cross beam is installed on the supporting column through an expansion connecting structure, the anti-seismic steel structure connecting piece relates to the technical field of old building maintenance, and the ingenious design structure of the anti-seismic steel structure connecting piece is shown. And the cross-shaped insertion sleeving block is movably inserted into the U-shaped sleeving block and is fixed through the insertion limiting pin, so that stable connection is realized. The telescopic shaft tube and the telescopic inner shaft tube are matched through a horizontal telescopic slide way and a horizontal telescopic slide block, and the telescopic inner shaft tube can flexibly extrude the supporting column through elastic pushing of a sleeved spring; the I-shaped cross beam is movably inserted into the supporting column, the negative-pressure threaded rod is driven to rotate by rotating the negative-pressure handle, the negative-pressure disc stably and horizontally stretches out and draws back on the inner side of the telescopic inner shaft pipe, and the effect that the negative-pressure disc is adsorbed to the supporting column through negative pressure is achieved.
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Description

TECHNICAL FIELD

[0001] The utility model relates to the technical field of old building maintenance, specifically to an anti-seismic steel structure connecting piece. BACKGROUND

[0002] In the field of steel structure buildings, the anti-seismic performance is crucial. In order to improve the anti-seismic ability, various anti-seismic connecting pieces have emerged in an endless stream, but the existing design still has deficiencies. The traditional anti-seismic connecting piece has a complex structure, is inconvenient to install, and has poor connection stability under extreme conditions, especially at the connection between the support column and the H-shaped beam.

[0003] To improve this situation, researchers have proposed a new connecting piece containing a support column, an H-shaped beam and an anti-seismic connecting structure. However, this design still has limitations in adjustability and adaptability, making it difficult to adapt to components of different sizes and shapes, and the installation and disassembly are cumbersome, which is not conducive to on-site construction. The existing anti-seismic connecting structure contains fixed connecting parts, which requires accurate alignment during installation, making the operation difficult, and it is difficult to adjust or replace individually after installation.

[0004] In addition, some anti-seismic connecting pieces have insufficient anti-seismic performance and lack effective buffering and energy dissipation mechanisms. Therefore, there is an urgent need for a new anti-seismic steel structure connecting piece that has the characteristics of simple structure, convenient installation, strong adjustability, good adaptability and superior anti-seismic performance. Based on this background, the present application proposes a new anti-seismic connecting structure containing a U-shaped sleeve block, a cross-shaped plug-in sleeve block, a telescopic shaft pipe and other components to meet the high requirements of modern steel structure buildings. For the above problems, there may be existing technical means to solve them in the prior art, but the present application wants to provide an alternative or replacement technical solution. CONTENT OF THE UTILITY MODEL

[0005] To achieve the above purpose, the utility model realizes the following technical scheme: an anti-seismic steel structure connecting piece, comprising: a support column, an H-shaped beam and an anti-seismic connecting structure, the H-shaped beam is installed on the support column through an expansion connecting structure, the anti-seismic connecting structure contains: a U-shaped sleeve block, a cross-shaped plug-in sleeve block, a pair of plug-in limiting pins, two pairs of telescopic shaft pipes, two pairs of telescopic inner shaft pipes, two pairs of negative pressure threaded pipes, two pairs of negative pressure threaded rods, two pairs of negative pressure discs, two pairs of negative pressure handles, a plurality of horizontal telescopic sliders, a plurality of horizontal telescopic slides, a plurality of horizontal limiting shafts, two pairs of sleeve lifting blocks, a plurality of lifting limiting shafts, a plurality of sleeve springs and auxiliary components.

[0006] The U-shaped sleeve block is provided with a pair of insertion grooves, the cross-shaped insertion sleeve block is movably inserted into the inner side of the pair of insertion grooves, the U-shaped sleeve block and the cross-shaped insertion sleeve block are provided with insertion slot grooves, a pair of insertion limiting pins are respectively inserted into the inner side of the insertion slot grooves, the U-shaped sleeve block and the cross-shaped insertion sleeve block are respectively provided with lifting holes, a plurality of lifting limiting shafts are respectively inserted into the inner side of the two pairs of lifting holes, two pairs of sleeve lifting blocks are movably sleeved on the plurality of lifting limiting shafts, two pairs of telescopic shaft pipes are respectively inserted into the two pairs of sleeve lifting blocks, a plurality of horizontal telescopic slideways are evenly arranged on the inner side of the two pairs of telescopic shaft pipes, a plurality of horizontal telescopic sliding blocks are respectively arranged on the two pairs of telescopic inner shaft pipes, and the plurality of horizontal telescopic sliding blocks are movably inserted into the inner side of the plurality of horizontal telescopic slideways; a plurality of horizontal limiting shafts are respectively inserted into the plurality of horizontal telescopic slideways and the plurality of horizontal telescopic sliding blocks, a plurality of sleeve springs are respectively sleeved on the plurality of lifting limiting shafts and the plurality of horizontal limiting shafts, two pairs of negative pressure threaded pipes are respectively inserted into the two pairs of telescopic inner shaft pipes, two pairs of negative pressure threaded rods are respectively inserted into the inner side of the two pairs of negative pressure threaded pipes, two pairs of negative pressure discs are respectively arranged on the two pairs of negative pressure threaded rods, two pairs of negative pressure handles are respectively arranged on the two pairs of negative pressure worm gears, and the auxiliary assembly is arranged on the work-shaped cross beam, the U-shaped sleeve block and the cross-shaped sleeve block.

[0007] It should be noted that, in the above, the cross-shaped insertion sleeve block is movably inserted into the inner side of a pair of insertion grooves in the U-shaped sleeve block, a pair of insertion limiting pins are movably inserted into the cross-shaped insertion sleeve block and the U-shaped sleeve block, the sleeve springs on the inner side of the horizontal telescopic slideways on the inner side of the two pairs of telescopic shaft pipes are stably horizontally telescoped along the horizontal limiting shafts, the sleeve springs elastically push the horizontal telescopic sliding blocks, the sleeve springs flexibly push the horizontal telescopic sliding blocks, the horizontal telescopic sliding blocks drive the telescopic inner shaft pipes thereon to stably horizontally telescope along the inner side of the telescopic shaft pipes, so that the telescopic inner shaft pipes flexibly extrude the support columns, the work-shaped cross beam is movably inserted into the inner side of the vertical insertion grooves on the support columns, the negative pressure handle is rotated to stably rotate the negative pressure threaded rod thereon, the negative pressure threaded rod is stably horizontally telescoped along the inner side of the negative pressure threaded pipe, the negative pressure disc thereon is driven to stably horizontally telescope in the inner side of the telescopic inner shaft pipe, so as to achieve negative pressure adsorption on the support column, and the sleeve lifting blocks are sleeved on the telescopic shaft pipes and the lifting limiting shafts, so as to achieve buffering of the lifting kinetic energy.

[0008] Preferably, the auxiliary assembly comprises a pair of horizontal extrusion blocks, two pairs of horizontal extrusion threaded pipes, two pairs of horizontal extrusion threaded rods, a pair of extrusion concave blocks, a pair of extrusion convex blocks, a plurality of concave angle bearing blocks, a pair of angle shafts, a plurality of extrusion limiting shafts and a plurality of extrusion sleeve springs.

[0009] The U-shaped sleeve block and the cross-shaped insertion sleeve block are provided with vertical insertion grooves, the work-shaped beam slide is inserted into the inner side of the vertical insertion grooves, two pairs of horizontal extrusion threaded pipes are respectively inserted into the vertical insertion grooves, two pairs of horizontal extrusion threaded rods are respectively movably inserted into the inner sides of the two pairs of horizontal extrusion threaded pipes, a pair of extrusion concave blocks are respectively mounted on the two pairs of horizontal extrusion threaded rods, a pair of extrusion convex blocks are respectively movably inserted into the inner sides of the pair of extrusion concave blocks, a plurality of extrusion limiting shafts are respectively inserted into the pair of extrusion concave blocks and the pair of extrusion convex blocks, a plurality of extrusion sleeve springs are respectively sleeved on the plurality of extrusion limiting shafts, a plurality of concave angle bearing blocks are respectively mounted on the pair of extrusion convex blocks and the pair of horizontal extrusion blocks, and a pair of angle shafts are respectively inserted into the plurality of concave angle bearing blocks.

[0010] It should be noted that, in the above, through the running rotation of the horizontal extrusion threaded pipe, the horizontal extrusion threaded rod thereon is driven to stably extend and retract, the extrusion concave block thereon is driven by the horizontal extrusion threaded rod, the extrusion convex block thereon is pushed by the extrusion sleeve spring along the extrusion limiting shaft, and the concave angle bearing block and the angle shaft thereon are driven by the extrusion convex block, thereby further enhancing the anti-seismic performance and stability of the connecting piece. Specifically, the running rotation of the horizontal extrusion threaded pipe can drive the horizontal extrusion threaded rod thereon to stably extend and retract. The realization of this action benefits from the precise fit and stable connection between the various components mentioned in the first paragraph, such as the telescopic shaft pipe, the telescopic inner shaft pipe and the horizontal telescopic slide, which provide stable support and guidance for the horizontal extrusion threaded pipe and the threaded rod; when the horizontal extrusion threaded rod extends and retracts, it will drive the extrusion concave block thereon to move. The extrusion concave block then pushes the extrusion convex block thereon along the extrusion limiting shaft through the extrusion sleeve spring. In this process, the extrusion sleeve spring plays a role in buffering and shock absorption, and the extrusion limiting shaft ensures the stable movement of the extrusion convex block.

[0011] Preferably, the pair of horizontal extrusion blocks are respectively provided with extrusion rubber blocks.

[0012] Preferably, the inner sides of the two pairs of vertical insertion grooves are provided with a plurality of supporting balls.

[0013] Preferably, the cross-shaped insertion sleeve block and the pair of insertion grooves are provided with tooth insertion grooves.

[0014] Preferably, the U-shaped sleeve block and the cross-shaped plug-in sleeve block are provided with inclined supporting blocks. Advantages

[0015] The utility model provides a kind of anti-seismic steel structure connecting piece. With following advantages, the anti-seismic steel structure connecting piece compared with prior art: its ingenious design structure is shown. Cross-shaped plug-in sleeve block is movably inserted in U-shaped sleeve block, is fixed by plug-in limit pin, and stable connection is realized. Flexible inner shaft pipe and flexible inner shaft pipe are matched by horizontal flexible slide and horizontal flexible slide block, and the elastic push of sleeve spring, so that flexible inner shaft pipe can be flexibly extruded support column. Work type crossbeam is movably inserted in support column, is rotated by negative pressure handle, drives negative pressure screw rod to rotate, so that negative pressure disc is stably horizontally flexible in flexible inner shaft pipe, reaches the effect of being adsorbed on support column by negative pressure. Meanwhile, the cooperation of sleeve lifting block and lifting limit shaft cushions lifting kinetic energy. In addition, the rotation of horizontal extrusion screw pipe drives horizontal extrusion screw rod to be flexible, is pushed by extrusion concave block and extrusion sleeve spring, so that extrusion convex block drives concave angle bearing block and angle shaft to move, further enhances the anti-seismic performance and stability of connecting piece, and each component is precisely matched, to ensure the stability and reliability of overall structure. BRIEF DESCRIPTION OF DRAWINGS

[0016] Figure 1 It is the front view of the anti-seismic steel structure connecting piece of the utility model.

[0017] Figure 2 It is the top view of the anti-seismic steel structure connecting piece of the utility model.

[0018] Figure 3 It is Figure 1 The partial close-up view of "A".

[0019] In the figure: 1, support column;2, work type crossbeam;3, U-shaped sleeve;4, cross-shaped plug-in sleeve block;5, plug-in limit pin;6, flexible shaft pipe;7, flexible inner shaft pipe;8, negative pressure screw pipe;9, negative pressure screw rod;10, negative pressure disc;11, negative pressure handle;12, horizontal flexible slide block;13, horizontal flexible slide;14, horizontal limit shaft;15, sleeve lifting block;16, lifting limit shaft;17, sleeve spring. DETAILED DESCRIPTION

[0020] Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor belong to the scope of protection of the utility model.

[0021] Those skilled in the art should connect all electrical components and their compatible power supplies in this case via wires. Appropriate controllers and encoders should be selected according to the actual situation to meet control requirements. The specific connection and control sequence should refer to the working principle described below, where the electrical components are connected in sequence. The detailed connection methods are well-known in the art. The following mainly introduces the working principle and process, and will not describe the electrical control further. Example

[0022] The present invention will now be described in detail with reference to the accompanying drawings, such as... Figures 1-3As shown, the I-beam 2 is installed on the support column 1 via an extended connection structure. The seismic connection structure includes: 3 U-shaped sets, 4 cross-shaped insert sets, a pair of insert limiting pins 5, two pairs of telescopic shaft tubes 6, two pairs of telescopic inner shaft tubes 7, two pairs of negative pressure threaded tubes 8, two pairs of negative pressure threaded rods 9, two pairs of negative pressure discs 10, two pairs of negative pressure handles 11, several horizontal telescopic sliders 12, several horizontal telescopic slides 13, several horizontal limiting shafts 14, two pairs of set lifting blocks 15, several lifting limiting shafts 16, several set springs 17, and auxiliary components; a pair of inserts are provided on the 3 U-shaped sets. The cross-shaped insert assembly 4 is movably inserted into the inner side of a pair of insert slots. The U-shaped assembly 3 and the cross-shaped insert assembly 4 are provided with pin slots. A pair of insert limiting pins 5 are respectively inserted into the inner side of the pin slots. The U-shaped assembly 3 and the cross-shaped insert assembly 4 are respectively provided with lifting holes. Several lifting limiting shafts 16 are respectively inserted into the inner side of two pairs of lifting holes. Two pairs of assembly lifting blocks 15 are movably fitted onto several lifting limiting shafts 16. Two pairs of telescopic shaft tubes 6 are respectively inserted onto two pairs of assembly lifting blocks 15. Several horizontal telescopic slides... The inner sides of the two pairs of telescopic shaft tubes 6 are evenly distributed in channel 13. Several horizontal telescopic sliders 12 are respectively installed on the two pairs of telescopic inner shaft tubes 7, and several horizontal telescopic sliders 12 are movably inserted into the inner sides of several horizontal telescopic slides 13. Several horizontal limiting shafts 14 are respectively inserted into several horizontal telescopic slides 13 and several horizontal telescopic sliders 12. Several sleeve springs 17 are respectively sleeved on several lifting limiting shafts 16 and several horizontal limiting shafts 14. Two pairs of negative pressure threaded tubes 8 are respectively inserted into the two pairs of telescopic inner shaft tubes 7. The negative pressure threaded rods 9 are respectively inserted into the inner sides of the two pairs of negative pressure threaded tubes 8, the two pairs of negative pressure discs 10 are respectively installed on the two pairs of negative pressure threaded rods 9, the two pairs of negative pressure handles 11 are respectively installed on the two pairs of negative pressure worm gears, and the auxiliary components are installed on the I-shaped crossbeam 2, the U-shaped sleeve 3, and the cross-shaped sleeve block; the auxiliary components include: a pair of horizontal extrusion blocks, two pairs of horizontal extrusion threaded tubes, two pairs of horizontal extrusion threaded rods, a pair of extrusion concave blocks, a pair of extrusion convex blocks, several concave angle bearing blocks, a pair of angle shafts, several extrusion limiting shafts, and several extrusion sleeve springs 17;Vertical insertion slots are provided on the U-shaped assembly 3 pieces and the cross-shaped insertion assembly 4 pieces. The I-beam 2 slide is inserted into the inner side of the vertical insertion slot. Two pairs of horizontal extrusion threaded tubes are respectively inserted into the vertical insertion slot. Two pairs of horizontal extrusion threaded rods are respectively movably inserted into the inner side of the two pairs of horizontal extrusion threaded tubes. A pair of extrusion concave blocks are respectively installed on the two pairs of horizontal extrusion threaded rods. A pair of extrusion convex blocks are respectively movably inserted into the inner side of the pair of extrusion concave blocks. Several extrusion limiting shafts are respectively inserted into a pair of extrusion concave blocks and a pair of extrusion... On the convex block, several of the compression springs 17 are respectively fitted onto several compression limiting shafts; several of the concave angle bearing blocks are respectively installed on a pair of compression convex blocks and a pair of horizontal compression blocks; a pair of angle shafts are respectively inserted into several of the concave angle bearing blocks; compression rubber blocks are respectively provided on a pair of horizontal compression blocks; several support balls are provided on the inner sides of the two pairs of vertical insertion slots; toothed insertion slots are provided on the cross-shaped insertion block 4 and a pair of insertion slots; inclined support blocks are provided on the U-shaped assembly 3 and the cross-shaped insertion block 4.

[0023] According to the appendix Figures 1-3It is concluded that the cross-shaped insert assembly 4 is movably inserted into the inner side of a pair of insert slots on the U-shaped assembly 3. A pair of insert limiting pins 5 are movably inserted into the cross-shaped insert assembly 4 and the U-shaped assembly 3. The springs 17 inside the horizontal telescopic slides 13 on the inner side of the two pairs of telescopic shaft tubes 6 provide stable horizontal telescopic extension and retraction along the horizontal limiting shaft 14. The springs 17 elastically push the horizontal telescopic slider 12, providing flexible pushing. The horizontal telescopic slider 12 drives the telescopic inner shaft tube 7 on it, causing the telescopic inner shaft tube 7 to stably extend and retract horizontally along the inner side of the telescopic shaft tube 6, thereby extending the telescopic inner shaft... The flexible extrusion support column 1 is connected to the tube 7. The I-beam 2 is movably inserted into the vertical insertion slot on the support column 1. Rotating the negative pressure handle 11 drives the negative pressure threaded rod 9 on it to rotate stably. The negative pressure threaded rod 9 moves horizontally along the inner side of the negative pressure threaded tube 8, driving the negative pressure disc 10 on it. The negative pressure disc 10 moves horizontally within the inner side of the telescopic inner shaft tube 7, thus achieving negative pressure adsorption on the support column 1. At the same time, the lifting block 15 is fitted onto the telescopic shaft tube 6 and the lifting limit shaft 16 to buffer the kinetic energy of the lifting. The rotation of the horizontal extrusion threaded tube drives the horizontal extrusion threaded rod on it to move horizontally. The horizontal extrusion threaded rod drives the extrusion concave block on it. The extrusion spring 17 pushes the extrusion convex block on it along the extrusion limit shaft, causing the extrusion convex block to drive the concave angle bearing block and angle shaft on it, further enhancing the shock resistance and stability of this connector. Specifically, the rotation of the horizontal extrusion threaded tube drives the horizontal extrusion threaded rod on it to perform stable horizontal extension and retraction. This action is achieved thanks to the precise cooperation and stable connection between the various components mentioned in the first paragraph, such as the telescopic shaft tube 6, the telescopic inner shaft tube 7, and the horizontal telescopic slider 12, which provide stable support and guidance for the horizontal extrusion threaded tube and the threaded rod. When the horizontal extrusion threaded rod extends or retracts, it drives the extrusion concave block on it to move. The extrusion concave block, in turn, is pushed along the extrusion limiting shaft by the extrusion sleeve spring 17 to the extrusion convex block. During this process, the extrusion sleeve spring 17 plays a role in buffering and shock absorption, while the extrusion limiting shaft ensures the stable movement of the extrusion convex block.

[0024] Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the present invention, the scope of which is defined by the appended claims and their equivalents.

Claims

1. A seismic-resistant steel structure connector, comprising: The system comprises a support column, an I-beam, and a seismic connection structure, wherein the I-beam is installed on the support column via an extended connection structure. The seismic connection structure includes: a U-shaped mounting block, a cross-shaped insert mounting block, a pair of insert limiting pins, two pairs of telescopic shaft tubes, two pairs of telescopic inner shaft tubes, two pairs of negative pressure threaded tubes, two pairs of negative pressure threaded rods, two pairs of negative pressure discs, two pairs of negative pressure handles, several horizontal telescopic sliders, several horizontal telescopic slides, several horizontal limiting shafts, two pairs of mounting lifting blocks, several lifting limiting shafts, several mounting springs, and auxiliary components. The U-shaped assembly block has a pair of insertion slots, and the cross-shaped assembly block is movably inserted into the inner side of the pair of insertion slots. Both the U-shaped and cross-shaped assembly blocks have pin slots, and a pair of insertion limiting pins are respectively inserted into the inner side of the pin slots. Both the U-shaped and cross-shaped assembly blocks have lifting holes, and several lifting limiting shafts are respectively inserted into the inner side of the two pairs of lifting holes. Two pairs of assembly lifting blocks are movably mounted on the several lifting limiting shafts. Two pairs of telescopic shaft tubes are respectively inserted into the two pairs of assembly lifting blocks. Several horizontal telescopic slides are evenly distributed on the inner side of the two pairs of telescopic shaft tubes, and several horizontal telescopic sliders are respectively installed on the inner side of the two pairs of telescopic slides. On the shaft tube, several horizontal telescopic sliders are respectively movably inserted into the inner side of several horizontal telescopic slides, several horizontal limiting shafts are respectively inserted into several horizontal telescopic slides and several horizontal telescopic sliders, several sleeve springs are respectively sleeved on several lifting limiting shafts and several horizontal limiting shafts, two pairs of negative pressure threaded tubes are respectively inserted into two pairs of telescopic inner shaft tubes, two pairs of negative pressure threaded rods are respectively inserted into the inner side of two pairs of negative pressure threaded tubes, two pairs of negative pressure discs are respectively installed on two pairs of negative pressure threaded rods, two pairs of negative pressure handles are respectively installed on two pairs of negative pressure worm gears, and the auxiliary components are installed on the I-shaped crossbeam, the U-shaped sleeve block, and the cross-shaped sleeve block.

2. The earthquake-resistant steel structure connector according to claim 1, characterized in that, The auxiliary components include: a pair of horizontal extrusion blocks, two pairs of horizontal extrusion threaded tubes, two pairs of horizontal extrusion threaded rods, a pair of extrusion concave blocks, a pair of extrusion convex blocks, several concave angle bearing blocks, a pair of angle shafts, several extrusion limiting shafts, and several extrusion sleeve springs. The U-shaped assembly block and the cross-shaped insert assembly block are provided with vertical insertion slots. The I-beam slide is inserted into the inner side of the vertical insertion slot. Two pairs of horizontal extrusion threaded tubes are respectively inserted into the vertical insertion slot. Two pairs of horizontal extrusion threaded rods are respectively movably inserted into the inner side of the two pairs of horizontal extrusion threaded tubes. A pair of extrusion concave blocks are respectively installed on the two pairs of horizontal extrusion threaded rods. A pair of extrusion convex blocks are respectively movably inserted into the inner side of the pair of extrusion concave blocks. Several extrusion limiting shafts are respectively inserted into a pair of extrusion concave blocks and a pair of extrusion convex blocks. Several extrusion assembly springs are respectively mounted on several extrusion limiting shafts. Several concave angle bearing blocks are respectively installed on a pair of extrusion convex blocks and a pair of horizontal extrusion blocks. A pair of angle shafts are respectively inserted into several concave angle bearing blocks.

3. The earthquake-resistant steel structure connector according to claim 2, characterized in that, Each of the pair of horizontal extrusion blocks is provided with an extrusion rubber block.

4. The earthquake-resistant steel structure connector according to claim 3, characterized in that, Several support balls are provided on the inner side of the two pairs of vertical insertion slots.

5. A seismic-resistant steel structure connector according to claim 4, characterized in that, The cross-shaped insert assembly block and the pair of insert slots are provided with toothed insert slots.

6. A seismic-resistant steel structure connector according to claim 5, characterized in that, Inclined support blocks are provided on the U-shaped assembly block and the cross-shaped insert assembly block.