Fabricated steel structure building

By using the combination of concrete land piles, L-shaped connecting plates, expansion bolts and threaded rods in prefabricated steel structure buildings, the problems of low construction efficiency and structural damage during demolition and transfer are solved, rapid disassembly and reorganization are achieved, and the utilization rate and service life of the device are improved.

CN222759476UInactive Publication Date: 2025-04-15六安亚杰建设工程有限责任公司
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Patent Information

Application Number
CN202421589947.6
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-05
Publication Date
2025-04-15
Estimated Expiration
Not applicable · inactive patent

AI Technical Summary

Technical Problem

When demolishing and transferring prefabricated steel structure buildings, concrete and support structures need to be broken, resulting in reduced construction efficiency and may damage the support structure, affecting the utilization rate of the device.

Method used

A prefabricated steel structure building system is adopted, which includes symmetrically arranged concrete piles and L-shaped connecting plates. Through the cooperation of expansion bolts and threaded rods, a stable connection between the base plate and the ground is achieved, and rapid disassembly and reorganization is achieved through guide components and unlocking springs.

Benefits of technology

The dismantling and reorganization efficiency of prefabricated steel structure buildings is improved, the damage to concrete and support structures is reduced, the service life of the device is extended, and the construction efficiency and utilization rate of the device are improved.

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Abstract

The utility model discloses a fabricated steel structure building, and relates to the technical field of steel structures. The connecting structure comprises concrete ground piles which are symmetrically arranged, an L-shaped connecting plate is installed at the tops of the concrete ground piles, a plurality of inserting holes are evenly formed in one end of the L-shaped connecting plate, and a plurality of fixing holes matched with the inserting holes are evenly formed in one end of each concrete ground pile. When one end of a traction expansion bolt penetrates through an insertion hole to be fixed in a fixing hole, a traction bottom plate is placed at the top of an L-shaped connecting plate, and a movable sliding plate is pushed to drive a pressing plate to move to the top of the bottom plate in the length direction of an inner sliding groove; then, the bottom plate is fixedly abutted in the length direction of the threaded rod by tightening the locking nut, so that the connection stability between the bottom plate and the ground is improved, and on the contrary, the fixed connection between the L-shaped connecting plate and the concrete ground pile can be quickly released by unscrewing the locking nut and the expansion bolt; therefore, the disassembly construction efficiency of the device is effectively improved, and the utilization rate of the device is improved.
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Description

Technical Field

[0001] The present application relates to the technical field of steel structures, and in particular to an assembled steel structure building. Background Art

[0002] Prefabricated steel structure buildings are prefabricated buildings whose structural system is mainly composed of steel parts. It has many advantages, such as fast construction speed, high installation quality, light weight, low foundation cost, recyclable materials and green environmental protection. In addition, as a ductile material, steel structure has excellent seismic resistance. However, prefabricated steel structure buildings also have some disadvantages, such as the difference between the exterior wall system and traditional buildings, the need to pay attention to fire prevention and anti-corrosion issues, and the possibility of high costs in some cases.

[0003] According to different application fields and structural systems, prefabricated steel structure buildings can be divided into large-span space steel structures, low-rise light steel structures, multi-story and super-high-rise steel structures, etc. These structural systems are widely used in various fields such as stadiums, exhibition centers, terminals, hangars, industrial plants, warehouses, supermarkets, residential and public buildings.

[0004] In terms of construction, in order to ensure the stability and normal use of prefabricated steel structure buildings in outdoor environments, they usually need to be fixed to the ground. The traditional fixing method is to use concrete to harden the ground and directly connect the building's supporting structure to the concrete for solidification to achieve stable support. Although this fixing method can provide strong stability, it requires the concrete and supporting structure to be broken when the steel structure building is dismantled and transferred, which reduces construction efficiency and is prone to damage the supporting structure, affecting the utilization rate of the device. Utility Model Content

[0005] The purpose of the present application is to provide a prefabricated steel structure building to solve the problem that when dismantling and transferring a steel structure building, concrete and supporting structures need to be crushed, thereby reducing construction efficiency, easily damaging the supporting structure, and affecting the utilization rate of the device.

[0006] In order to achieve the above-mentioned purpose, this application specifically adopts the following technical solutions:

[0007] The bolt has one end which is fixedly secured to the bottom of the L-shaped plate and has one end which is fixedly secured to the bottom of the L-shaped plate.

[0008] By adopting the above technical scheme, by setting the guiding assembly for use with the threaded rod and the locking nut, it is convenient to place the bottom plate on the top of the L-shaped connecting plate by pulling one end of the expansion bolt through the plug hole and fix it inside the fixing hole, and push the moving slide plate to drive the pressing plate to move along the length direction of the inner slide groove to the top of the bottom plate, and then form a fixed resistance to the bottom plate along the length direction of the threaded rod by tightening the locking nut, and at the same time make the bottom plate push the expansion bolt to be fixed inside the storage groove, thereby improving the connection stability between the bottom plate and the ground, conversely, by loosening the locking nut and the expansion bolt, the fixed connection between the L-shaped connecting plate and the concrete pile can be quickly released, thereby effectively improving the disassembly construction efficiency of the device and improving the utilization rate of the device.

[0009] Furthermore, the guide assembly includes an inner slide groove opened at one end of the L-shaped connecting plate, the interior of the inner slide groove is slidably connected with a movable slide, one end of the movable slide is fixedly connected with a guide slide rod, and one end of the pressing plate is slidably connected to the guide slide rod.

[0010] By adopting the above technical solution, by setting up the coordinated use of the movable slide plate and the guide slide rod, it is convenient to move the pressing plate along the length direction of the guide slide rod when the locking nut is tightened to push the pressing plate to move, thereby effectively improving the practicability of the device.

[0011] Furthermore, an unlocking spring is symmetrically fixedly connected inside the inner slide groove, and one end of the unlocking spring is fixedly connected to the movable slide plate.

[0012] By adopting the above technical solution, by setting the unlocking spring and the movable slide for use together, it is convenient to use the rebound characteristics of the unlocking spring to push the movable slide to drive the pressing plate along the length direction of the inner slide groove to detach from the top of the pressing plate after the interference between the pressing plate and the bottom plate is released, thereby effectively improving the disassembly efficiency of the device and improving the practicality of the device.

[0013] Furthermore, a plurality of reinforcing rods are evenly and fixedly connected to the bottom of the base plate, and one end of the reinforcing rods contacts the ground.

[0014] By adopting the above technical solution and arranging the reinforcing rods, the supporting strength of the bottom plate is effectively improved, thereby improving the stability of the device.

[0015] Furthermore, a resistance plate is symmetrically installed at one end of the steel structure building body, a sleeve rod is hinged at one end of the resistance plate, a support rod is inserted into the interior of the sleeve rod, a grounding plate is hinged at the bottom of the support rod, grounding holes are symmetrically opened at one end of the grounding plate, a fixed steel fork is inserted into the interior of the grounding hole, and an adjustment component for driving the support rod to move along the length direction of the sleeve rod is installed at one end of the sleeve rod.

[0016] By adopting the above technical scheme, by setting up the coordinated use of the adjustment component and the support rod, it is convenient to drive the support rod along the length direction of the sleeve rod by rotating the adjustment component to drive the grounding plate to contact the ground, and then pass the fixed steel fork through the grounding hole and fix it in the ground, so that the steel structure building body cooperates with the sleeve rod, support rod, grounding plate, fixed steel fork and the ground to form a stable triangular support structure, thereby further improving the supporting strength of the steel structure building body and improving the stability of the device.

[0017] Furthermore, the adjustment component includes an adjustment screw sleeve rotatably connected to one end of the sleeve rod, and one end of the support rod is provided with an adjustment thread groove adapted to the adjustment screw sleeve.

[0018] By adopting the above technical solution, by setting the adjustment screw sleeve and the adjustment thread groove for use together, the adjustment screw sleeve can be threadedly connected with the support rod through the adjustment thread groove by rotating, and the support rod can be driven to move along the length direction of the sleeve rod.

[0019] Furthermore, the four corners of the steel structure building body are fixedly connected with angle steels, and the two ends of the abutment plate are respectively fixedly connected to two angle steels.

[0020] By adopting the above technical solution, by setting the angle steel and the steel structure building body for use in combination, it is convenient to use the angle steel to strengthen the supporting stability of the four corners of the steel structure building body, thereby improving the practicality of the device.

[0021] Furthermore, the surfaces of the L-shaped connecting plate and the bottom plate are coated with a silicone waterproof coating.

[0022] By adopting the above technical solution and providing an organic silicon waterproof coating, the corrosion resistance of the device is effectively improved and the service life of the device is extended.

[0023] In summary, the present application includes at least one of the following beneficial effects:

[0024] 1. By setting the guiding assembly for use with the threaded rod and the locking nut, it is convenient to place the bottom plate on the top of the L-shaped connecting plate while one end of the expansion bolt is pulled through the plug hole and fixed inside the fixing hole, and push the moving slide plate to drive the pressing plate to move to the top of the bottom plate along the length direction of the inner slide groove, and then form a fixed resistance to the bottom plate along the length direction of the threaded rod by tightening the locking nut, and at the same time make the bottom plate push the expansion bolt to be fixed inside the receiving groove, thereby improving the connection stability between the bottom plate and the ground, conversely, by loosening the locking nut and the expansion bolt, the fixed connection between the L-shaped connecting plate and the concrete pile can be quickly released, thereby effectively improving the disassembly construction efficiency of the device and improving the utilization rate of the device.

[0025] 2. By setting the unlocking spring and the movable slide for use together, after the interference between the pressing plate and the bottom plate is released, the rebound characteristics of the unlocking spring are used to push the movable slide to drive the pressing plate to detach from the top of the pressing plate along the length direction of the inner slide groove, thereby effectively improving the disassembly efficiency of the device and improving the practicability of the device. BRIEF DESCRIPTION OF THE DRAWINGS

[0026] Figure 1 It is a schematic diagram of the three-dimensional structure of the device body in this application.

[0027] Figure 2 It is a partial structural exploded diagram of the device body in this application.

[0028] Figure 3 It is a schematic diagram of the connection relationship between the sleeve rod and the support rod in this application.

[0029] Description of reference numerals:

[0030] 1. Concrete piles; 2. L-shaped connecting plate; 3. Socket; 4. Fixing hole; 5. Expansion bolt; 6. Storage slot; 7. Threaded rod; 8. Pressed plate; 9. Through slot; 10. Locking nut; 11. Bottom plate; 12. Inner slide slot; 13. Moving slide plate; 14. Guide slide bar; 15. Unlocking spring; 16. Reinforcement rod; 17. Steel structure building; 18. Resistance plate; 19. Sleeve rod; 20. Support rod; 21. Grounding plate; 22. Grounding hole; 23. Fixed steel fork; 24. Adjusting screw sleeve; 25. Adjusting threaded groove; 26. Angle steel. DETAILED DESCRIPTION

[0031] The following is combined with Figure 1-3This application is described in further detail.

[0032] The embodiment of the present application discloses an assembled steel structure building.

[0033] Reference Figure 1-Figure 3 , an assembled steel structure building, comprising a symmetrically arranged concrete pile 1, an L-shaped connecting plate 2 is installed on the top of the concrete pile 1, a plurality of plug holes 3 are evenly opened at one end of the L-shaped connecting plate 2, a plurality of fixing holes 4 adapted to the plug holes 3 are evenly opened at one end of the concrete pile 1, an expansion bolt 5 is inserted inside the plug hole 3, one end of the expansion bolt 5 is embedded in the fixing hole 4, a receiving groove 6 adapted to the expansion bolt 5 is opened on the top of the plug hole 3, a threaded rod 7 is symmetrically fixedly connected to one end of the L-shaped connecting plate 2, a pressing plate 8 is symmetrically installed at one end of the L-shaped connecting plate 2, a through groove 9 is opened at one end of the pressing plate 8, one end of the threaded rod 7 passes through the through groove 9 and is threadedly connected with a locking nut 10, a bottom plate 11 is mounted on the top of the L-shaped connecting plate 2, one end of the bottom plate 11 is installed between the pressing plate 8 and the L-shaped connecting plate 2, a steel structure building body 17 is fixedly connected to the top of the bottom plate 11, and a guide component for guiding the pressing plate 8 to move is symmetrically installed at one end of the L-shaped connecting plate 2;

[0034] The guide assembly includes an inner slide groove 12 provided at one end of the L-shaped connecting plate 2, a movable slide plate 13 is slidably connected inside the inner slide groove 12, one end of the movable slide plate 13 is fixedly connected to a guide slide rod 14, and one end of the pressing plate 8 is slidably connected to the guide slide rod 14;

[0035] Furthermore, an unlocking spring 15 is symmetrically fixedly connected inside the inner slide groove 12 , and one end of the unlocking spring 15 is fixedly connected to the moving slide plate 13 .

[0036] When in use, firstly, a foundation groove for pouring concrete piles 1 is dug on the ground, then the L-shaped connecting plate 2 is placed on the top of the poured concrete piles 1, and one end of the expansion bolt 5 is inserted into the fixing hole 4 through the insertion hole 3, and at the same time, the expansion bolt 5 drives the L-shaped connecting plate 2 to form a fixed connection with the concrete pile 1, and the top of the expansion bolt 5 is inserted into the receiving groove 6, and then the bottom plate 11 is placed on the top of the L-shaped connecting plate 2 by pulling, and then the unlocking spring 15 is squeezed along the length direction of the inner slide groove 12 by pushing the moving slide plate 13 to produce a contraction shape. The movable slide plate 13 drives the guide slide bar 14 to push the pressing plate 8 to the top of the bottom plate 11, and then the locking nut 10 is tightened to push the pressing plate 8 along the length direction of the threaded rod 7 to form a tight contact with one end of the bottom plate 11, so that the bottom plate 11 is clamped by the pressing plate 8 and the L-shaped connecting plate 2 and fixed to the top of the L-shaped connecting plate 2, and at the same time, the bottom of the bottom plate 11 is mounted above the storage groove 6 and forms a conflict with the top of the expansion bolt 5, thereby reducing the situation where the expansion bolt 5 is loose and pushed out of the storage groove 6;

[0037] Then, when it is necessary to release the interference of the pressing plate 8 with the base plate 11, the locking nut 10 is loosened to release the interference of the locking nut 10 with the pressing plate 8 along the length direction of the threaded rod 7, and at the same time, the pressing plate 8 is released from the interference with the base plate 11, and then the unlocking spring 15 is released from the force, and the movable slide plate 13 is ejected along the length direction of the inner slide groove 12, and at the same time, the movable slide plate 13 drives the guide slide rod 14 to pull the pressing plate 8 along the length direction of the inner slide groove 12 to separate from the top of the base plate 11, so as to facilitate the rapid driving of the pressing plate 8 to separate from the interference with the base plate 11, thereby improving the practicability of the device.

[0038] Reference Figure 1 and Figure 2 A plurality of reinforcing rods 16 are evenly and fixedly connected to the bottom of the base plate 11, and one end of the reinforcing rod 16 contacts the ground.

[0039] When in use, the pressure on the bottom plate 11 is transmitted to the ground through the reinforcing rods 16 , thereby effectively increasing the contact area between the bottom plate 11 and the ground, thereby increasing the supporting strength of the bottom plate 11 .

[0040] Reference Figure 1 and Figure 3 A contact plate 18 is symmetrically installed at one end of the steel structure building body 17, a sleeve rod 19 is hinged at one end of the contact plate 18, a support rod 20 is inserted inside the sleeve rod 19, a grounding plate 21 is hinged at the bottom of the support rod 20, a grounding hole 22 is symmetrically opened at one end of the grounding plate 21, a fixed steel fork 23 is inserted inside the grounding hole 22, and an adjustment component for driving the support rod 20 to move along the length direction of the sleeve rod 19 is installed at one end of the sleeve rod 19;

[0041] The adjusting assembly includes an adjusting screw sleeve 24 rotatably connected to one end of the sleeve rod 19, and an adjusting thread groove 25 adapted to the adjusting screw sleeve 24 is provided at one end of the support rod 20;

[0042] Furthermore, angle steels 26 are fixedly connected to the four corners of the steel structure building body 17 , and two ends of the abutment plate 18 are fixedly connected to two angle steels 26 , respectively.

[0043] When in use, first, the supporting strength of the steel structure building body 17 is improved by fixing the angle steels 26 at the four corners of the steel structure building body 17. Then, when encountering strong winds, the sleeve rod 19 is rotated around the hinge axis to drive the support rod 20 to guide the ground plate 21 to rotate toward the ground. Then, the adjusting screw sleeve 24 is rotated to cooperate with the adjusting thread groove 25 to form a threaded connection with the support rod 20, and the support rod 20 is pushed to move along the length direction of the sleeve rod 19. At the same time, the support rod 20 drives the ground plate 21 to form a conflict with the ground. Then, one end of the fixed steel fork 23 is pulled through the grounding hole 22 and inserted into the ground, so that one side of the steel structure building body 17 cooperates with the sleeve rod 19, the support rod 20, the ground plate 21, the fixed steel fork 23 and the ground to form a stable triangular support structure, thereby further improving the supporting strength of the steel structure building body 17 and improving the stability of the device.

[0044] Reference Figure 1 and Figure 2 The surfaces of the L-shaped connecting plate 2 and the bottom plate 11 are coated with a silicone waterproof coating.

[0045] When in use, a silicone waterproof coating is coated on the surface of the L-shaped connecting plate 2 and the bottom plate 11, so that a layer of anti-corrosion layer is formed on the surface of the L-shaped connecting plate 2 and the bottom plate 11, thereby reducing the degree of water erosion of the L-shaped connecting plate 2 and the bottom plate 11, and extending the service life and strength of the L-shaped connecting plate 2 and the bottom plate 11.

[0046] The implementation principle of a prefabricated steel structure building in this embodiment is as follows: first, a foundation trench for pouring concrete piles 1 is dug on the ground, and then the L-shaped connecting plate 2 is placed on the top of the poured concrete piles 1, and one end of the expansion bolt 5 is passed through the insertion hole 3 to fix the inside of the fixing hole 4, and at the same time, the expansion bolt 5 drives the L-shaped connecting plate 2 to form a fixed connection with the concrete pile 1, and then the traction bottom plate 11 is placed on the top of the L-shaped connecting plate 2, and then the unlocking spring 15 is squeezed along the length direction of the inner slide groove 12 by pushing the moving slide plate 13 to produce contraction deformation, The movable slide plate 13 drives the guide slide bar 14 to push the pressing plate 8 to the top of the bottom plate 11, and then the locking nut 10 is tightened to push the pressing plate 8 along the length direction of the threaded rod 7 to form a tight contact with one end of the bottom plate 11, so that the bottom plate 11 is clamped by the pressing plate 8 and the L-shaped connecting plate 2 and fixed on the top of the L-shaped connecting plate 2, and at the same time, the bottom of the bottom plate 11 is mounted above the storage groove 6 and forms a conflict with the top of the expansion bolt 5, thereby reducing the situation where the expansion bolt 5 is loose and pushed out of the storage groove 6;

[0047] Then, when it is necessary to release the interference of the pressing plate 8 with the bottom plate 11, the locking nut 10 is loosened so that the locking nut 10 releases the interference with the pressing plate 8 along the length direction of the threaded rod 7, and the pressing plate 8 releases the interference with the bottom plate 11, and then the unlocking spring 15 is released from the force, and rebounds along the length direction of the inner slide groove 12 to push out the moving slide plate 13, and at the same time, the moving slide plate 13 drives the guide slide rod 14 to pull the pressing plate 8 along the length direction of the inner slide groove 12 to separate from the top of the bottom plate 11;

[0048] Then, when encountering strong winds, the sleeve rod 19 is rotated around the hinge axis to drive the support rod 20 to guide the ground plate 21 to rotate toward the ground, and then the adjusting screw sleeve 24 is rotated to cooperate with the adjusting thread groove 25 to form a threaded connection with the support rod 20, and the support rod 20 is pushed to move along the length direction of the sleeve rod 19, while the support rod 20 drives the ground plate 21 to form a contact with the ground, and then one end of the fixed steel fork 23 is pulled through the grounding hole 22 and inserted into the ground, so that one side of the steel structure building 17 cooperates with the sleeve rod 19, the support rod 20, the ground plate 21, the fixed steel fork 23 and the ground to form a stable triangular support structure, thereby further improving the supporting strength of the steel structure building 17.

Claims

1. An assembled steel structure building, comprising symmetrically arranged concrete piles (1), characterized in that: An L-shaped connecting plate (2) is installed on the top of the concrete pile (1), a plurality of insertion holes (3) are evenly formed at one end of the L-shaped connecting plate (2), a plurality of fixing holes (4) adapted to the insertion holes (3) are evenly formed at one end of the concrete pile (1), an expansion bolt (5) is inserted into the inside of the insertion hole (3), one end of the expansion bolt (5) is embedded in the inside of the fixing hole (4), a receiving groove (6) adapted to the expansion bolt (5) is formed on the top of the insertion hole (3), a threaded rod (7) is symmetrically fixedly connected to one end of the L-shaped connecting plate (2), and the L A pressing plate (8) is symmetrically mounted on one end of the L-shaped connecting plate (2), a through slot (9) is formed on one end of the pressing plate (8), one end of the threaded rod (7) passes through the through slot (9) and is threadedly connected to a locking nut (10), a bottom plate (11) is mounted on the top of the L-shaped connecting plate (2), one end of the bottom plate (11) is mounted between the pressing plate (8) and the L-shaped connecting plate (2), a steel structure building body (17) is fixedly connected to the top of the bottom plate (11), and a guide component for guiding the pressing plate (8) to move is symmetrically mounted on one end of the L-shaped connecting plate (2).

2. The assembled steel structure building according to claim 1, characterized in that: The guide assembly comprises an inner slide groove (12) formed at one end of the L-shaped connecting plate (2); a movable slide plate (13) is slidably connected inside the inner slide groove (12); one end of the movable slide plate (13) is fixedly connected to a guide slide rod (14); and one end of the pressing plate (8) is slidably connected to the guide slide rod (14).

3. The assembled steel structure building according to claim 2 is characterized in that: An unlocking spring (15) is symmetrically and fixedly connected inside the inner slide groove (12), and one end of the unlocking spring (15) is fixedly connected to the moving slide plate (13).

4. The assembled steel structure building according to claim 1, characterized in that: A plurality of reinforcing rods (16) are evenly and fixedly connected to the bottom of the base plate (11), and one end of the reinforcing rod (16) contacts the ground.

5. The assembled steel structure building according to claim 1, characterized in that: A contact plate (18) is symmetrically mounted on one end of the steel structure building body (17); a sleeve rod (19) is hingedly mounted on one end of the contact plate (18); a support rod (20) is inserted into the interior of the sleeve rod (19); a grounding plate (21) is hingedly mounted at the bottom of the support rod (20); a grounding hole (22) is symmetrically formed at one end of the grounding plate (21); a fixed steel fork (23) is inserted into the interior of the grounding hole (22); and an adjustment component for driving the support rod (20) to move along the length direction of the sleeve rod (19) is mounted on one end of the sleeve rod (19).

6. The assembled steel structure building according to claim 5, characterized in that: The adjustment assembly comprises an adjustment screw sleeve (24) rotatably connected to one end of a sleeve rod (19); one end of the support rod (20) is provided with an adjustment thread groove (25) adapted to the adjustment screw sleeve (24).

7. The assembled steel structure building according to claim 5, characterized in that: The four corners of the steel structure building body (17) are fixedly connected to angle steels (26), and the two ends of the abutment plate (18) are respectively fixedly connected to two angle steels (26).

8. The assembled steel structure building according to claim 1, characterized in that: The surfaces of the L-shaped connecting plate (2) and the bottom plate (11) are both coated with an organic silicon waterproof coating.