Anti-seismic metal steel grid structure

Abstract

The utility model relates to the technical field of metal steel net racks, in particular to an anti-seismic metal steel net rack structure which comprises a steel net rack body, a plurality of hoisting seats are installed on the steel net rack body, first anti-seismic assemblies are installed on the hoisting seats, the steel net rack body comprises a main truss and chord members, the chord members are fixedly connected with the main truss, and anti-skid sleeves are fixedly arranged on the main truss. The anti-skid sleeve is sleeved with a second anti-seismic assembly, the first anti-seismic assembly comprises two lantern rings which are of a symmetrical structure, positioning blocks are fixedly arranged on the lantern rings, the two positioning blocks are connected through bolts, and a groove is formed in the peripheral wall of the hoisting base. Anti-seismic supporting points are flexibly adjusted according to actual stress distribution of the steel truss body, the first anti-seismic assembly is installed on a proper hoisting base, the second anti-seismic assembly is installed on a proper main truss, the anti-seismic effect and the anti-seismic supporting capacity of the steel truss body are improved, the mounting and dismounting efficiency is improved, and the construction cost is reduced. And favorable conditions are provided for shock resistance of the steel net rack body.

Description

Technical Field

[0001] This utility model relates to the field of metal steel space frame technology, and in particular to an earthquake-resistant metal steel space frame structure. Background Technology

[0002] In modern construction engineering, metal steel space frame structures are widely used due to their advantages such as light weight, large span, and high space utilization. A typical steel space frame structure is usually composed of basic components such as main trusses, upper and lower chords, and web members connected by nodes to form a stable spatial force-bearing system. With the increasing safety requirements for buildings in earthquake-prone areas, the seismic performance of steel space frame structures has become a key indicator in engineering design.

[0003] A search revealed Chinese patent CN222632906U, which provides a seismic reinforcement device for steel structure space frame. The device utilizes a threaded column, a first nut, a second nut, and a first spring to buffer the seismic activity of the space frame, increasing stability and safety. A piston rod, cylinder, partition, hydraulic oil, and flow pipe further enhance the damping effect. A ring and a second spring also contribute to damping. Multiple damping structures work together to absorb the kinetic energy generated by vibration, resulting in excellent stability and safety.

[0004] However, during use, it was found that the shock absorption components of the device are fixedly installed, making it difficult to flexibly adjust the seismic support points according to the actual stress distribution of the space frame. Its seismic structure is mainly designed for the vertical direction, and its ability to respond to vibrations in the horizontal direction is limited, which affects the seismic performance of the metal steel space frame. Utility Model Content

[0005] To address the shortcomings of existing technologies, this utility model provides a seismic-resistant metal steel space frame structure. The seismic support points are flexibly adjusted according to the actual stress distribution of the steel space frame body. The first seismic component is installed on a suitable hoisting seat, and the second seismic component is installed on a suitable main truss. This improves the seismic performance and seismic support capacity of the steel space frame body, increases installation and dismantling efficiency, and provides favorable conditions for the seismic resistance of the steel space frame body.

[0006] To solve the above-mentioned technical problems, this utility model provides the following technical solution: a seismic-resistant metal steel space frame structure, including a steel space frame body, a plurality of lifting seats are installed on the steel space frame body, a first seismic-resistant component is installed on the lifting seats, the steel space frame body includes a main truss and chords, the chords are fixedly connected to the main truss, an anti-slip sleeve is fixedly provided on the main truss, and a second seismic-resistant component is sleeved on the anti-slip sleeve;

[0007] The first seismic-resistant component includes a collar, two collars are provided in a symmetrical structure, a positioning block is fixed on the collar, the two positioning blocks are connected by bolts, a groove is provided on the outer peripheral wall of the lifting seat, the lifting seat is engaged with the lifting seat through the groove, and two first connecting parts and second connecting parts are installed on the collar.

[0008] Preferably, the first connector has a plurality of first damping holes, one end of the first connector is screwed with a first connecting block through the first damping hole, the first connecting block is fixedly connected to the outer peripheral wall of the collar, and the other end of the first connector is screwed with a first anchor.

[0009] The above technical solution improves installation convenience and facilitates the absorption of vibration energy through the first shock-absorbing hole.

[0010] Preferably, the second connector is hollow, and multiple second damping holes are provided on both sides of the second connector. Bolts are screwed onto both sides of the second connector, and the threads of the two bolts rotate in opposite directions.

[0011] Through the above technical solution, the connection force can be adjusted by rotating the second connector, which makes it easy to adjust to a suitable anti-vibration effect, and the second damping hole further reduces the impact of vibration energy.

[0012] Preferably, the outer end of the bolt is rotatably connected to a hinge, one of which is fixedly connected to the outer peripheral wall of the collar, and the other of which is fixedly connected to a second anchor.

[0013] The above technical solution involves installing the second connector by rotating it to the bolts at both ends, and adjusting the connection force by rotating the second connector.

[0014] Preferably, the second anti-seismic component includes a jacket, which is engaged with an anti-slip sleeve through a limiting groove. Two jackets are provided and are rotatably connected. A fixing block is fixed on the outer peripheral wall of the jacket, and multiple through holes are opened on the fixing block. A support is fixed on the outer peripheral wall of the jacket.

[0015] Preferably, the outer end of the support is provided with an adjusting block, the adjusting block has multiple slots, the outer wall of the adjusting block has multiple positioning holes, and two L-shaped blocks are respectively engaged at both ends of the adjusting block. One of the L-shaped blocks is connected and fixed to the fixing block by bolts, and the other L-shaped block is screwed with a third anchor by bolts.

[0016] Using the above technical solution, the installation and fixation are carried out through the through holes on the fixing block, so that the slot on the jacket engages with the anti-slip sleeve, the third anchor is installed in a suitable position, the two L-shaped blocks are installed on the support and the third anchor respectively, and the two L-shaped blocks are adjusted to rotate to a suitable angle.

[0017] Preferably, a T-shaped insert is inserted into the L-shaped block, and the T-shaped insert engages with the positioning hole.

[0018] Preferably, a spring is fixedly mounted on the T-shaped insert, and a support member is fixedly mounted on the outer wall of the L-shaped block, with the inner wall of the support member being fixedly connected to the outer end of the spring.

[0019] Using the above technical solution, the T-shaped plug is released and, through the restoring force of the spring, the T-shaped plug is inserted into the positioning hole, thus completing the installation of the second anti-seismic component.

[0020] The beneficial effects of this utility model are:

[0021] The collar facilitates the installation and use of different first and second connectors, and also facilitates the installation of the first seismic-resistant component. Installing the anti-slip sleeve at a suitable position on the main truss facilitates the installation of the second seismic-resistant component. The seismic support points can be flexibly adjusted according to the actual stress distribution of the steel space frame, allowing the first seismic-resistant component to be installed on a suitable lifting seat and the second seismic-resistant component on a suitable main truss. This improves the seismic resistance and support capacity of the steel space frame, increases installation and dismantling efficiency, and provides favorable conditions for the seismic resistance of the steel space frame.

[0022] By selecting different connection positions through the first damping hole and adjusting to a suitable support angle, the stress concentration problem caused by traditional fixed hole positions is solved, the stress uniformity of the node is improved, and the fatigue resistance is enhanced. The first connecting block is fixed to the collar, and the first anchor is hoisted. The first damping hole improves the ease of installation and facilitates the absorption of vibration energy. The second connecting piece is installed by rotating it and the bolts at both ends. After adjusting to a suitable installation length, the second anchor is hoisted. After hoisting, the second connecting piece is rotated to adjust the connection force, which facilitates adjustment to a suitable seismic performance. The second damping hole further reduces the impact of vibration energy.

[0023] Install the jacket on the anti-slip sleeve in the appropriate position and fix it through the through hole on the fixing block, so that the groove on the jacket engages with the anti-slip sleeve. After installing the third anchor in the appropriate position, install the two L-shaped blocks on the support and the third anchor respectively. After adjusting the two L-shaped blocks to the appropriate angle, push the two T-shaped plugs to separate from the L-shaped blocks, so that the spring is compressed. Then, the adjusting block engages with the L-shaped block through the groove. Release the T-shaped plugs and let the spring's restoring force engage the T-shaped plugs with the positioning holes to complete the installation of the second seismic component, which further improves the seismic resistance of the main truss and reduces the impact of horizontal vibration on the steel space frame body. Attached Figure Description

[0024] Figure 1This is a schematic diagram of the overall structure of this utility model;

[0025] Figure 2 This is a schematic diagram of the first earthquake-resistant component structure of this utility model;

[0026] Figure 3 This is a schematic diagram of the assembly of the collar structure of this utility model;

[0027] Figure 4 This is a schematic diagram of the first connecting member structure of this utility model;

[0028] Figure 5 This is a schematic diagram of the second seismic-resistant component structure of this utility model;

[0029] Figure 6 This is a schematic diagram of the jacket structure assembly of this utility model;

[0030] Figure 7 This is a schematic diagram of the adjusting block structure of this utility model.

[0031] In the diagram: 100, steel space frame body; 101, main truss; 102, chord; 103, anti-slip sleeve; 200, lifting base; 300, first seismic component; 301, collar; 302, positioning block; 303, groove; 304, first connector; 305, second connector; 306, first damping hole; 307, first connecting block; 308, first anchor; 309, second damping hole; 310. Bolt; 311. Hinge; 312. Second anchor; 400. Second seismic component; 401. Jacket; 402. Limiting groove; 403. Through hole; 404. Support; 405. Adjusting block; 406. Slot; 407. Positioning hole; 408. L-shaped block; 409. Third anchor; 410. T-shaped insert; 411. Spring; 412. Support; 413. Fixing block. Detailed Implementation

[0032] To make the above-mentioned objectives, features and advantages of this utility model more apparent and understandable, the specific embodiments of this utility model will be described in detail below with reference to the accompanying drawings. Example 1

[0033] like Figure 1-5 As shown, this embodiment provides a seismic-resistant metal steel space frame structure, including a steel space frame body 100, a plurality of lifting seats 200 installed on the steel space frame body 100, a first seismic-resistant component 300 installed on the lifting seats 200, the steel space frame body 100 including a main truss 101 and a chord 102, the chord 102 being fixedly connected to the main truss 101, an anti-slip sleeve 103 being fixedly provided on the main truss 101, and a second seismic-resistant component 400 being sleeved on the anti-slip sleeve 103;

[0034] The first seismic-resistant component 300 includes a collar 301, two collars 301 are provided in a symmetrical structure, and a positioning block 302 is fixed on the collar 301. The two positioning blocks 302 are connected by bolts. A groove 303 is provided on the outer peripheral wall of the lifting seat 200. The lifting seat 200 is engaged with the lifting seat 200 through the groove 303. Two first connecting pieces 304 and second connecting pieces 305 are installed on the collar 301.

[0035] The first connector 304 has multiple first damping holes 306. One end of the first connector 304 is screwed to a first connecting block 307 through the first damping hole 306. The first connecting block 307 is fixedly connected to the outer peripheral wall of the collar 301. The other end of the first connector 304 is screwed to a first anchor 308. The first damping holes 306 improve the ease of installation and facilitate the absorption of vibration energy.

[0036] The second connector 305 is hollow, and multiple second damping holes 309 are provided on both sides of the second connector 305. Bolts 310 are screwed onto both sides of the second connector 305, and the threads of the two bolts 310 rotate in opposite directions. Rotating the second connector 305 can adjust the connection force, making it easy to adjust to a suitable anti-vibration effect. The second damping holes 309 further reduce the impact of vibration energy.

[0037] The outer end of the bolt 310 is rotatably connected to a hinge 311, one of which is fixedly connected to the outer peripheral wall of the collar 301, and the other hinge 311 is fixedly connected to a second anchor 312; the second connector 305 is installed with the bolts 310 at both ends by rotating the second connector 305, and the connection force is adjusted by rotating the second connector 305.

[0038] Installation principle: First, the lifting base 200 is installed in a suitable position using expansion bolts. The steel grid frame body 100 is then lifted. The collar 301 is fitted onto the lifting base 200 through the groove 303. The two positioning blocks 302 are connected by bolts to achieve a clamp-like installation. This allows for quick locking with the lifting base 200 without welding, facilitating the installation and disassembly of the collar 301. Simultaneously, the collar 301 facilitates the installation and use of different first connecting parts 304 and second connecting parts 305, thus facilitating the first seismic component 3. The installation of the anti-slip sleeve 103 is carried out at a suitable position on the main truss 101 to facilitate the installation of the second seismic component 400. The seismic support points are flexibly adjusted according to the actual force distribution of the steel space frame body 100. The first seismic component 300 is installed on a suitable lifting seat 200, and the second seismic component 400 is installed on a suitable main truss 101. This improves the seismic effect and seismic support capacity of the steel space frame body 100, increases the efficiency of installation and dismantling, and provides favorable conditions for the seismic resistance of the steel space frame body 100.

[0039] By selecting different connection positions through the first damping hole 306 and adjusting to a suitable support angle, the stress concentration problem caused by traditional fixed hole positions is solved, the stress uniformity of the node is improved, and the fatigue resistance is enhanced; the first connecting block 307 is fixed to the collar 301, and the first anchor 308 is hoisted. The first damping hole 306 improves the ease of installation and facilitates the absorption of vibration energy.

[0040] The second connector 305 is installed by rotating it to the bolts 310 at both ends. After adjusting to the appropriate installation length, the second anchor 312 is hoisted. After hoisting, the second connector 305 is rotated to adjust the connection force, so as to adjust to the appropriate seismic effect. The second damping hole 309 further reduces the impact of vibration energy. Example 2

[0041] like Figure 1 , Figure 5 , Figure 6 and Figure 7 As shown, based on Embodiment 1, the second anti-seismic component 400 includes a jacket 401, which is engaged with the anti-slip sleeve 103 via a limiting groove 402. Two jackets 401 are provided and rotatably connected. A fixing block 413 is fixedly provided on the outer peripheral wall of the jacket 401, and multiple through holes 403 are provided on the fixing block 413. A support 404 is fixedly provided on the outer peripheral wall of the jacket 401, and an adjusting block 405 is provided at the outer end of the support 404. Multiple slots 406 are provided on the adjusting block 405, and multiple positioning holes 407 are provided on the outer wall of the adjusting block 405. Two L-shaped blocks 408 are respectively snapped onto both ends of the adjusting block 405. One L-shaped block 408 is connected and fixed to the fixing block 413 by bolts, and the other L-shaped block 408 is screwed to the third anchor 409 by bolts. The fixing block 413 is installed and fixed through the through hole 403, so that the slot 406 on the jacket 401 is snapped into the anti-slip sleeve 103. The third anchor 409 is installed in a suitable position. The two L-shaped blocks 408 are installed on the support 404 and the third anchor 409 respectively. The two L-shaped blocks 408 are adjusted to rotate to a suitable angle.

[0042] A T-shaped rod 410 is inserted into the L-shaped block 408. The T-shaped rod 410 is inserted into the positioning hole 407. A spring 411 is fixed on the T-shaped rod 410. A support member 412 is fixed on the outer wall of the L-shaped block 408. The inner wall of the support member 412 is fixedly connected to the outer end of the spring 411. When the T-shaped rod 410 is released, the restoring force of the spring 411 causes the T-shaped rod 410 to be inserted into the positioning hole 407, thus completing the installation of the second anti-seismic component 400.

[0043] In use, the sleeve 401 is installed on the anti-slip sleeve 103 in a suitable position and fixed through the through hole 403 on the fixing block 413, so that the slot 406 on the sleeve 401 engages with the anti-slip sleeve 103. After the third anchor 409 is installed in a suitable position, the two L-shaped blocks 408 are installed on the support 404 and the third anchor 409 respectively. After adjusting the two L-shaped blocks 408 to a suitable angle, the two T-shaped inserts 410 are pushed to separate from the L-shaped blocks 408, so that the spring 411 is compressed. Then, the adjusting block 405 is engaged with the L-shaped block 408 through the slot 406. The T-shaped inserts 410 are released and, through the restoring force of the spring 411, the T-shaped inserts 410 are engaged with the positioning hole 407, thus completing the installation of the second seismic component 400. This further improves the seismic resistance of the main truss 101 and reduces the impact of horizontal vibration on the steel grid body 100.

[0044] The above description is only a preferred embodiment of the present utility model, but the protection scope of the present utility model is not limited thereto. Any equivalent substitutions or changes made by those skilled in the art within the technical scope disclosed in the present utility model, based on the technical solution and the inventive concept of the present utility model, should be included within the protection scope of the present utility model.

Claims

1. A seismic-resistant metal steel space frame structure, comprising a steel space frame body (100), wherein a plurality of lifting seats (200) are installed on the steel space frame body (100), and a first seismic-resistant component (300) is installed on the lifting seats (200), characterized in that: The steel space frame body (100) includes a main truss (101) and a chord (102). The chord (102) is fixedly connected to the main truss (101). An anti-slip sleeve (103) is fixedly provided on the main truss (101). A second anti-seismic component (400) is sleeved on the anti-slip sleeve (103). The first seismic component (300) includes a collar (301), two collars (301) are provided in a symmetrical structure, a positioning block (302) is fixed on the collar (301), the two positioning blocks (302) are connected by bolts, a groove (303) is provided on the outer peripheral wall of the hoisting seat (200), the hoisting seat (200) is engaged with the hoisting seat (200) through the groove (303), and two first connecting parts (304) and second connecting parts (305) are installed on the collar (301).

2. The earthquake-resistant metal steel space frame structure as described in claim 1, characterized in that: The first connector (304) has a plurality of first damping holes (306). One end of the first connector (304) is screwed to a first connecting block (307) through the first damping hole (306). The first connecting block (307) is fixedly connected to the outer peripheral wall of the collar (301). The other end of the first connector (304) is screwed to a first anchor (308).

3. The earthquake-resistant metal steel space frame structure as described in claim 2, characterized in that: The second connector (305) is hollow. Multiple second shock-absorbing holes (309) are provided on both sides of the second connector (305). Bolts (310) are screwed onto both sides of the second connector (305), and the threads of the two bolts (310) rotate in opposite directions.

4. The earthquake-resistant metal steel space frame structure as described in claim 3, characterized in that: The outer end of the bolt (310) is rotatably connected to a hinge (311), one of the hinges (311) being fixedly connected to the outer peripheral wall of the collar (301), and the other hinge (311) being fixedly connected to a second anchor (312).

5. The earthquake-resistant metal steel space frame structure as described in claim 1, characterized in that: The second anti-seismic component (400) includes a sleeve (401), which is engaged with an anti-slip sleeve (103) through a limiting groove (402). There are two sleeves (401), which are rotatably connected. A fixing block (413) is fixed on the outer peripheral wall of the sleeve (401), and multiple through holes (403) are opened on the fixing block (413). A support (404) is fixed on the outer peripheral wall of the sleeve (401).

6. The earthquake-resistant metal steel space frame structure as described in claim 5, characterized in that: The support (404) is provided with an adjusting block (405) at its outer end. The adjusting block (405) has multiple slots (406) and multiple positioning holes (407) on its outer wall. Two L-shaped blocks (408) are respectively attached to both ends of the adjusting block (405). One of the L-shaped blocks (408) is connected and fixed to the fixing block (413) by bolts, and the other L-shaped block (408) is screwed with a third anchor (409) by bolts.

7. The earthquake-resistant metal steel space frame structure as described in claim 6, characterized in that: A T-shaped plug (410) is inserted into the L-shaped block (408), and the T-shaped plug (410) is engaged with the positioning hole (407).

8. The earthquake-resistant metal steel space frame structure as described in claim 7, characterized in that: A spring (411) is fixedly mounted on the T-shaped insert (410), and a support member (412) is fixedly mounted on the outer wall of the L-shaped block (408). The inner wall of the support member (412) is fixedly connected to the outer end of the spring (411).

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