Fabricated steel structure integrated green building and construction method thereof

Abstract

The invention relates to the technical field of steel structure integrated buildings, and discloses a fabricated steel structure integrated green building and a construction method thereof.The fabricated steel structure integrated green building comprises a first connecting plate, the inner wall of the first connecting plate is rotatably connected with a first limiting rod, the outer wall of the first limiting rod is rotatably connected with a sliding block, and the inner wall of the sliding block is slidably connected with a sliding rod; connecting sleeves are fixedly connected to the two ends of the sliding rod, a third limiting rod is slidably connected to the inner wall of the fixing plate, a second spring is slidably connected to the outer wall of the third limiting rod, a top plate is fixedly connected to the outer wall of the fixing plate, and a supporting assembly is slidably connected to the inner wall of the first connecting plate. The supporting assembly is used for supporting the steel structure body. When the steel column and the sleeve shake, the first connecting plate, the second spring and other components work cooperatively, and the first spring and the second spring buffer impact force generated by shaking through compression and recovery, so that the stability of the whole structure is enhanced, and the risk of structural deformation or damage caused by shaking is reduced.

Description

Technical Field

[0001] The present invention relates to the technical field of steel structure integrated buildings, and in particular to an assembled steel structure integrated green building and a construction method thereof. Background Art

[0002] Prefabricated steel structure refers to the building structure that is assembled by transporting prefabricated steel components (such as steel beams, steel columns, steel trusses, etc.) from the factory to the construction site and then assembling them through reliable connection methods (such as welding, bolting, riveting, etc.). On-site construction is mainly the assembly process of components, which greatly shortens the construction period compared to traditional cast-in-place structures. In addition, the construction process is less affected by natural factors such as weather.

[0003] Prefabricated steel structure integrated green building includes two aspects: prefabricated steel structure and green building, and embodies the concept of integration. Prefabricated steel structure is assembled on site by bolting, welding or riveting with prefabricated steel beams, steel columns and other components. Its advantages are fast construction, stable quality and flexible design. Green building is reflected in the use of solar energy (such as photovoltaic power generation) and geothermal energy (such as ground source heat pump) in energy utilization. In terms of resource conservation, steel can be recycled and there are rainwater collection and water-saving appliances. At the same time, it is environmentally friendly, reduces pollution and focuses on integration with nature.

[0004] In traditional prefabricated steel structures, a relatively simple fixing method is usually used to deal with the impact force caused by shaking. Some steel structures only try to reduce shaking by increasing the tightness of the connection between the steel column and the sleeve, such as using more bolts or adopting a tighter welding method. However, this method has limited effect when facing a large impact force, because it only considers the tightness of the connection, and there is no buffering mechanism specifically for the impact force. It cannot effectively buffer the impact force caused by shaking, and it is difficult to ensure the stability of the steel structure under complex working conditions. Summary of the invention

[0005] In view of the shortcomings of the prior art, the present invention provides an assembled steel structure integrated green building and a construction method thereof, which solves the problem that the steel structure attempts to reduce shaking by only increasing the connection tightness between the steel column and the sleeve, such as using more bolts or adopting a tighter welding method, but cannot effectively buffer the impact force generated by the shaking, making it difficult to ensure the stability of the steel structure under complex working conditions.

[0006] To achieve the above objectives, the present invention is implemented through the following technical solutions: The cam is an assembly type steel structure integrated green building, comprising a first connecting plate, the inner wall of the first connecting plate is rotatably connected to a first limit rod, the outer wall of the first limit rod is rotatably connected to a sliding block, the inner wall of the sliding block is slidably connected to the sliding rod, both ends of the sliding rod are fixedly connected to a connecting sleeve, the outer wall of the sliding rod is slidably connected to a first spring, one end of the first spring is fixedly connected to the inner wall of the connecting sleeve, and the other end of the first spring is fixedly connected to the outer wall of the sliding block, the outer wall of the first limit rod is rotatably connected to a second limit rod, the outer wall of the second limit rod is rotatably connected to a fixed plate, the inner wall of the fixed plate is slidably connected to a third limit rod, the outer wall of the third limit rod is slidably connected to a second spring, the outer wall of the fixed plate is fixedly connected to a top plate, and the inner wall of the first connecting plate is slidably connected to a support assembly, which is used to support the steel structure body.

[0007] Preferably, the support assembly includes a steel column, the upper outer wall of the steel column is fixedly connected to the first support plate, the upper surface of the steel column is slidably connected to a sleeve, the outer wall of the sleeve is fixedly connected to the outer wall of the first connecting plate, and the lower surface of the sleeve is slidably connected to the upper surface of the first support plate.

[0008] Preferably, one end of the second spring is fixedly connected to the lower surface of the first connecting plate, the other end of the second spring is fixedly connected to the upper surface of the fixed plate, the upper surface of the third limit rod is fixedly connected to the lower surface of the first connecting plate, the outer wall of the steel column is slidably connected to the first casting seat, the outer wall of the steel column is slidably connected to the second casting seat, the upper surface of the second casting seat is slidably connected to the lower surface of the first casting seat, and the outer wall of the second casting seat is provided with a second support plate.

[0009] Preferably, the inner wall of the second support plate is rotatably connected to a connecting rod, the outer wall of the connecting rod is fixedly connected to an inner support rod, and the inner wall of the inner support rod is rotatably connected to an adjustment plate.

[0010] Preferably, the inner wall of the adjustment plate is rotatably connected to the second connecting plate, the inner wall of the second connecting plate is slidably connected to the first telescopic plate, the inner wall of the second connecting plate is slidably connected to the second telescopic plate, and the left outer wall of the second telescopic plate is fixedly connected to the hydraulic cylinder.

[0011] Preferably, the output end of the hydraulic cylinder is fixedly connected to a first connecting block, the inner wall of the first telescopic plate is fixedly connected to a first rotating shaft, the outer wall of the first rotating shaft is rotatably connected to a clamp, the outer wall of the clamp is slidably connected to the inner wall of the first connecting block, the outer wall of the clamp is rotatably connected to a second connecting block, and the inner wall of the second connecting block is rotatably connected to a limiting block.

[0012] Preferably, a fixing ring is fixedly connected to the lower surface of the second support plate, an insert shell is fixedly connected to the lower surface of the fixing ring, a first adjusting rod is rotatably connected to the inner wall of the fixing ring, and a sliding sleeve is threadedly connected to the outer wall of the first adjusting rod.

[0013] Preferably, the outer wall of the sliding sleeve is slidably connected to the inner wall of the plug shell, the inner wall of the sliding sleeve is rotatably connected to a second adjusting rod, the outer wall of the second adjusting rod is rotatably connected to a clamping rod, the lower inner wall of the clamping rod is fixedly connected to a second rotating shaft, and the outer wall of the second rotating shaft is rotatably connected to the inner wall of the plug shell.

[0014] A method for constructing an assembled steel structure integrated green building comprises the following steps: The second support plate is first placed in the installation area for laying, and the plug shell is synchronously inserted into the ground or soil, and the first adjusting rod is rotated inside the fixed ring and the plug shell, and the sliding sleeve is driven to move up and down inside the plug shell during the rotation of the first adjusting rod. When the sliding sleeve descends, the second adjusting rod is driven by the sliding sleeve to open the clamping rod outward, and the clamping rod is opened outward under the limit of the second rotating shaft and the plug shell and clamped in the soil or the bottom, and the second support plate is fixed by the opened plug shell and the clamping rod, and the second casting seat is first inserted into the soil or the bottom through the second support plate, and the first casting seat is inserted above the second casting seat, and then the steel column is inserted into the inside to fix and support the steel column, and concrete is added to the inside of the second casting seat and the first casting seat for casting.

[0015] Preferably, the adjusting plate is limited by the second telescopic plate inside the second connecting plate under the limit of the inner support rod, and when the hydraulic cylinder extends forward to drive the first connecting block to move, the clamping claw is limited by the first rotating shaft and the first telescopic plate, and the second telescopic plate is rotated on the inner wall of the first connecting block by the hydraulic cylinder, and the second telescopic plate is expanded to both sides by the clamping claw and the second telescopic plate under the limit of the second connecting block and the limit block, and the steel column is clamped and fixed in the middle by the clamping claw or the second telescopic plate. The top plate is lifted by a crane or a crane, and the top plate drives the fixing plate and the sleeve to move above the steel column, and slides downward through the sleeve sleeve above the steel column, and is stuck on the upper surface of the first supporting plate through the sleeve sliding. During use, when the sleeve and the steel column shake through the first connecting plate outside the sleeve, the first connecting plate drives the first limiting rod to drive the second limiting rod to synchronously squeeze the sliding block to compress the first spring and slide under the limit of the sliding block and the connecting sleeve, and the third limiting rod and the second spring are compressed by the first connecting plate, and the installation and construction can be completed by sliding the third limiting rod on the inner wall of the fixing plate.

[0016] The present invention provides an assembled steel structure integrated green building and a construction method thereof. It has the following beneficial effects: 1. When the steel column and the sleeve of the present invention shake, the first connecting plate, the first limiting rod, the second limiting rod, the sliding block, the sliding rod, the first spring, the third limiting rod and the second spring and other components work together. The first spring and the second spring can effectively buffer the impact force generated by the shaking through compression and recovery, thereby enhancing the stability of the entire structure and reducing the risk of structural deformation or damage caused by the shaking.

[0017] 2. The present invention enables the structure to be firmly fixed in the soil at the installation base through the linkage between the first adjusting rod, the sliding sleeve, the second adjusting rod, the clamping rod, the second rotating shaft, the plug shell and the second supporting plate. Compared with a single fixing method, it can better resist external horizontal and vertical forces, and further improve the stability of the structure during installation and use.

[0018] 3. The linkage between the second support plate, connecting rod, inner support rod, adjustment plate, second connecting plate, first telescopic plate, second telescopic plate, hydraulic cylinder, first connecting block, clamping claw, first rotating shaft, second connecting block and limit block of the present invention enables the structure to be flexibly adjusted according to different working conditions and needs. The clamping claw can be driven to perform clamping action through the extension and retraction of the hydraulic cylinder to adapt to steel columns of different sizes, and the clamping force can be adjusted as needed. The flexible adjustment capability enables the assembled steel structure to adapt to various complex construction environments. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 A perspective view of the present invention; Figure 2 It is a schematic diagram of a sleeve of the present invention; Figure 3 is a schematic diagram of a second limiting rod of the present invention; Figure 4 is a schematic diagram of a second support plate of the present invention; Figure 5 It is a schematic diagram of the adjustment plate of the present invention; Figure 6 It is a schematic diagram of a first adjusting rod of the present invention.

[0020] Among them, 1. steel column; 2. first support plate; 3. sleeve; 4. first connecting plate; 5. first limiting rod; 6. sliding block; 7. first spring; 8. second limiting rod; 9. sliding rod; 10. connecting sleeve; 11. third limiting rod; 12. second spring; 13. fixed plate; 14. first casting seat; 15. second casting seat; 16. second support plate; 17. clamping rod; 18. top plate; 19. connecting rod; 20. inner support rod; 21. adjustment plate; 22. second connecting plate; 23. first telescopic plate; 24. hydraulic cylinder; 25. first connecting block; 26. second telescopic plate; 27. first rotating shaft; 28. clamping claw; 29. ​​second connecting block; 30. limiting block; 31. fixing ring; 32. first adjusting rod; 33. sliding sleeve; 34. plug shell; 35. second adjusting rod; 36. second rotating shaft. DETAILED DESCRIPTION

[0021] The technical solution of the present invention will be described clearly and completely below in conjunction with the accompanying drawings of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention. Example

[0022] Please see attached Figure 1 -Attached Figure 4 The embodiment of the present invention provides an assembled steel structure integrated green building, including a first connecting plate 4, the inner wall of the first connecting plate 4 is rotatably connected to a first limiting rod 5, the outer wall of the first limiting rod 5 is rotatably connected to a sliding block 6, the inner wall of the sliding block 6 is slidably connected to a sliding rod 9, both ends of the sliding rod 9 are fixedly connected to a connecting sleeve 10, the outer wall of the sliding rod 9 is slidably connected to a first spring 7, one end of the first spring 7 is fixedly connected to the inner wall of the connecting sleeve 10, the other end of the first spring 7 is fixedly connected to the outer wall of the sliding block 6, the outer wall of the first limiting rod 5 is rotatably connected to a second limiting rod 8, the second limiting rod 8 The outer wall is rotatably connected to a fixed plate 13, the inner wall of the fixed plate 13 is slidably connected to a third limiting rod 11, the outer wall of the third limiting rod 11 is slidably connected to a second spring 12, the outer wall of the fixed plate 13 is fixedly connected to a top plate 18, the inner wall of the first connecting plate 4 is slidably connected to a support assembly, and the support assembly is used to support the steel structure body; the support assembly includes a steel column 1, the upper outer wall of the steel column 1 is fixedly connected to a first supporting plate 2, the upper surface of the steel column 1 is slidably connected to a sleeve 3, the outer wall of the sleeve 3 is fixedly connected to the outer wall of the first connecting plate 4, and the lower surface of the sleeve 3 is slidably connected to the upper surface of the first supporting plate 2; Specifically, the first limiting rod 5 rotates to drive the sliding block 6 to slide along the sliding rod 9, compressing the first spring 7, and at the same time driving the second limiting rod 8 to make the fixed plate 13 slide along the third limiting rod 11, compressing the second spring 12, and the steel column 1 and the sleeve 3 slide, and the sleeve 3 moves with the first connecting plate 4, so that the first spring 7 and the second spring 12 can absorb and dissipate energy, reducing the impact of the impact force on the steel structure body, and the external force causes the first connecting plate 4 to be displaced and transmitted through various components. The compression and recovery of the spring can buffer the external force. When the steel structure body is subjected to vertical force, the steel column 1 bears the supporting force. When shaking, the various components cooperate to reduce the impact of shaking. The steel column 1, the first support plate 2 and the sleeve 3 of the supporting assembly cooperate to provide a stable support effect for the steel structure body.

[0023] Please see attached Figure 3 -Attached Figure 5 , one end of the second spring 12 is fixedly connected to the lower surface of the first connecting plate 4, the other end of the second spring 12 is fixedly connected to the upper surface of the fixed plate 13, the upper surface of the third limit rod 11 is fixedly connected to the lower surface of the first connecting plate 4, the outer wall of the steel column 1 is slidably connected to the first casting seat 14, the outer wall of the steel column 1 is slidably connected to the second casting seat 15, the upper surface of the second casting seat 15 is slidably connected to the lower surface of the first casting seat 14, and the outer wall of the second casting seat 15 is provided with a second support plate 16; the inner wall of the second support plate 16 is rotatably connected to the connecting rod 19, the outer wall of the connecting rod 19 is fixedly connected to the inner support rod 20, and the inner wall of the inner support rod 20 is rotatably connected to the adjusting plate 21; the inner wall of the adjusting plate 21 is rotatably connected to the second connecting plate 22, the inner wall of the second connecting plate 22 is slidably connected to the first telescopic plate 23, the inner wall of the second connecting plate 22 is slidably connected to the second telescopic plate 26, and the left outer wall of the second telescopic plate 26 is fixedly connected to the hydraulic cylinder 24; Specifically, when the fixed plate 13 moves relative to the first connecting plate 4, the second spring 12 will expand and contract according to the relative displacement between them, thereby playing a role of buffering and shock absorption. The third limit rod 11 limits the movement direction of the fixed plate 13 in this process, ensuring the stability of the structure. The telescopic movement of the hydraulic cylinder 24 can push the second telescopic plate 26 to slide on the inner wall of the second connecting plate 22, and the first telescopic plate 23 will also slide accordingly. Through the linkage of the adjusting plate 21, the inner support rod 20 and the connecting rod 19, the force is transmitted to the second support plate 16, thereby realizing the adjustment of the structure and the change of the supporting effect, so that the whole structure has a high adjustability and can be adjusted according to different working conditions and needs to adapt to different working environments.

[0024] Please see attached Figure 5 -Attached Figure 6The output end of the hydraulic cylinder 24 is fixedly connected to a first connecting block 25, the inner wall of the first telescopic plate 23 is fixedly connected to a first rotating shaft 27, the outer wall of the first rotating shaft 27 is rotatably connected to a clamping claw 28, the outer wall of the clamping claw 28 is slidably connected to the inner wall of the first connecting block 25, the outer wall of the clamping claw 28 is rotatably connected to a second connecting block 29, and the inner wall of the second connecting block 29 is rotatably connected to a limiting block 30; a fixing ring 31 is fixedly connected to the lower surface of the second supporting plate 16, the lower surface of the fixing ring 31 is fixedly connected to a plug shell 34, the inner wall of the fixing ring 31 is rotatably connected to a first adjusting rod 32, and the outer wall of the first adjusting rod 32 is threadedly connected to a sliding sleeve 33; the outer wall of the sliding sleeve 33 is slidably connected to the inner wall of the plug shell 34, the inner wall of the sliding sleeve 33 is rotatably connected to a second adjusting rod 35, the outer wall of the second adjusting rod 35 is rotatably connected to a clamping rod 17, the lower inner wall of the clamping rod 17 is fixedly connected to a second rotating shaft 36, and the outer wall of the second rotating shaft 36 is rotatably connected to the inner wall of the plug shell 34.

[0025] Specifically, the hydraulic cylinder 24 establishes a connection with the clamp 28 through the first connecting block 25 at the output end, the clamp 28 is slidably connected to the inner wall of the first connecting block 25 through the outer wall, is rotationally connected to the first telescopic plate 23 through the first rotating shaft 27, is rotationally connected to the second connecting block 29 through the outer wall, and the second connecting block 29 is rotationally connected to the limit block 30 at its inner wall. When the hydraulic cylinder 24 is extended or retracted, its output end drives the first connecting block 25 to move, and the movement of the first connecting block 25 causes the clamp 28 to slide on the inner wall of the first connecting block 25 and rotate around the first rotating shaft 27. At the same time, through the cooperation of the second connecting block 29 and the limit block 30, the opening and closing actions of the clamp 28 are realized, which can be used to clamp the steel column 1 component.

[0026] Please see attached Figure 1 -Attached Figure 6A method for constructing an assembled steel structure integrated green building comprises the following steps: firstly placing a second support plate 16 in an installation area for laying, synchronously inserting a plug shell 34 into the ground or soil, rotating a first adjusting rod 32 inside a fixing ring 31 and a plug shell 34, driving a sliding sleeve 33 to move up and down inside the plug shell 34 during the rotation of the first adjusting rod 32, and when the sliding sleeve 33 descends, driving a second adjusting rod 35 through the sliding sleeve 33 to drive a clamping rod 17 to open outwards through the second adjusting rod 35, and driving the clamping rod 17 through the first adjusting rod 32 to move up and down inside the plug shell 34. The second rotating shaft 36 and the plug shell 34 are opened outward under the limit and stuck in the soil or the bottom. The second support plate 16 is fixed by the opened plug shell 34 and the clamping rod 17. The second casting seat 15 is first inserted into the soil or underground through the second support plate 16, and then inserted into the top of the second casting seat 15 through the first casting seat 14. Then, the steel column 1 is inserted into the inside to fix and support the steel column 1, and concrete is added to the inside of the second casting seat 15 and the first casting seat 14 for casting; the second extension plate 22 inside the second connecting plate 22 is adjusted by the adjusting plate 21 under the limit of the inner support rod 20. When the hydraulic cylinder 24 extends forward to drive the first connecting block 25 to move, the retractable plate 26 rotates on the inner wall of the first connecting block 25 under the limit of the first rotating shaft 27 and the first retractable plate 23 through the clamping claw 28, and the second retractable plate 26 and the first retractable plate 23 are driven to expand to both sides through the hydraulic cylinder 24. The clamping claw 28 and the second retractable plate 26 are clamped to the middle under the limit of the second connecting block 29 and the limit block 30 to clamp and fix the steel column 1. The top plate 18 is lifted by a crane or hoist, and the top plate 18 drives the fixed plate 13 and the sleeve 3 to move to the top of the steel column 1. Through the sleeve 3 The sleeve is mounted on the top of the steel column 1 and slides downward, and is stuck on the upper surface of the first support plate 2 through the sliding sleeve 3. During use, when the sleeve 3 and the steel column 1 shake, the first connecting plate 4 outside the sleeve 3 drives the first limiting rod 5 to drive the second limiting rod 8 to synchronously squeeze the sliding block 6 to compress the first spring 7 and slide under the limit of the sliding rod 9 and the connecting sleeve 10 through the sliding block 6. The third limiting rod 11 and the second spring 12 are compressed through the first connecting plate 4, and the third limiting rod 11 slides on the inner wall of the fixed plate 13 to complete the installation and construction.

[0027] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. An assembled steel structure integrated green building, comprising a first connecting plate (4), characterized in that: The inner wall of the first connecting plate (4) is rotatably connected to a first limiting rod (5), the outer wall of the first limiting rod (5) is rotatably connected to a sliding block (6), the inner wall of the sliding block (6) is slidably connected to a sliding rod (9), both ends of the sliding rod (9) are fixedly connected to connecting sleeves (10), the outer wall of the sliding rod (9) is slidably connected to a first spring (7), one end of the first spring (7) is fixedly connected to the inner wall of the connecting sleeve (10), and the other end of the first spring (7) is fixedly connected to the outer wall of the sliding block (6), the outer wall of the first limiting rod (5) is rotatably connected to a second limiting rod (8), the outer wall of the second limiting rod (8) is rotatably connected to a fixing plate (13), the inner wall of the fixing plate (13) is slidably connected to a third limiting rod (11), the outer wall of the third limiting rod (11) is slidably connected to a second spring (12), the outer wall of the fixing plate (13) is fixedly connected to a top plate (18), and the inner wall of the first connecting plate (4) is slidably connected to a support assembly, which is used to support the steel structure body.

2. The assembled steel structure integrated green building according to claim 1 is characterized by: The support assembly comprises a steel column (1), the upper outer wall of the steel column (1) is fixedly connected to a first support plate (2), the upper surface of the steel column (1) is slidably connected to a sleeve (3), the outer wall of the sleeve (3) is fixedly connected to the outer wall of a first connecting plate (4), and the lower surface of the sleeve (3) is slidably connected to the upper surface of the first support plate (2).

3. The assembled steel structure integrated green building according to claim 2 is characterized by: One end of the second spring (12) is fixedly connected to the lower surface of the first connecting plate (4), the other end of the second spring (12) is fixedly connected to the upper surface of the fixing plate (13), the upper surface of the third limiting rod (11) is fixedly connected to the lower surface of the first connecting plate (4), the outer wall of the steel column (1) is slidably connected to the first casting seat (14), the outer wall of the steel column (1) is slidably connected to the second casting seat (15), the upper surface of the second casting seat (15) is slidably connected to the lower surface of the first casting seat (14), and the outer wall of the second casting seat (15) is provided with a second support plate (16).

4. The assembled steel structure integrated green building according to claim 3 is characterized by: The inner wall of the second support plate (16) is rotatably connected to a connecting rod (19), the outer wall of the connecting rod (19) is fixedly connected to an inner support rod (20), and the inner wall of the inner support rod (20) is rotatably connected to an adjustment plate (21).

5. The assembled steel structure integrated green building according to claim 4 is characterized by: The inner wall of the adjustment plate (21) is rotatably connected to a second connection plate (22), the inner wall of the second connection plate (22) is slidably connected to a first telescopic plate (23), the inner wall of the second connection plate (22) is slidably connected to a second telescopic plate (26), and the left outer wall of the second telescopic plate (26) is fixedly connected to a hydraulic cylinder (24).

6. The assembled steel structure integrated green building according to claim 5 is characterized by: The output end of the hydraulic cylinder (24) is fixedly connected to a first connecting block (25); the inner wall of the first telescopic plate (23) is fixedly connected to a first rotating shaft (27); the outer wall of the first rotating shaft (27) is rotatably connected to a clamping jaw (28); the outer wall of the clamping jaw (28) is slidably connected to the inner wall of the first connecting block (25); the outer wall of the clamping jaw (28) is rotatably connected to a second connecting block (29); and the inner wall of the second connecting block (29) is rotatably connected to a limiting block (30).

7. The assembled steel structure integrated green building according to claim 3 is characterized by: A fixing ring (31) is fixedly connected to the lower surface of the second support plate (16), an insert shell (34) is fixedly connected to the lower surface of the fixing ring (31), a first adjusting rod (32) is rotatably connected to the inner wall of the fixing ring (31), and a sliding sleeve (33) is threadedly connected to the outer wall of the first adjusting rod (32).

8. The assembled steel structure integrated green building according to claim 7 is characterized by: The outer wall of the sliding sleeve (33) is slidably connected to the inner wall of the plug housing (34); the inner wall of the sliding sleeve (33) is rotatably connected to a second adjusting rod (35); the outer wall of the second adjusting rod (35) is rotatably connected to a clamping rod (17); the lower inner wall of the clamping rod (17) is fixedly connected to a second rotating shaft (36); the outer wall of the second rotating shaft (36) is rotatably connected to the inner wall of the plug housing (34).

9. A method for constructing an assembled steel structure integrated green building, characterized in that: An assembled steel structure integrated green building as claimed in any one of claims 1 to 8 comprises the following steps: firstly placing the second support plate (16) in the installation area for laying, synchronously inserting the plug shell (34) into the ground or soil, rotating the first adjustment rod (32) inside the fixed ring (31) and the plug shell (34), driving the sliding sleeve (33) to move up and down inside the plug shell (34) during the rotation of the first adjustment rod (32), and when the sliding sleeve (33) descends, driving the second adjustment rod (35) through the sliding sleeve (33) and driving the clamping rod through the second adjustment rod (35) (17) is opened outward, and is opened outward and clamped in the soil or the bottom by the clamping rod (17) under the limit of the second rotating shaft (36) and the plug shell (34), while the second support plate (16) is fixed by the opened plug shell (34) and the clamping rod (17), and the second casting seat (15) is first inserted into the soil or the bottom through the second support plate (16), and then inserted above the second casting seat (15) through the first casting seat (14), and then the steel column (1) is inserted into the inside to fix and support the steel column (1), and concrete is added to the inside of the second casting seat (15) and the first casting seat (14) for casting.

10. The method for constructing an assembled steel structure integrated green building according to claim 9, characterized in that: The adjusting plate (21) is limited by the inner support rod (20) through the second telescopic plate (26) inside the second connecting plate (22). When the hydraulic cylinder (24) extends forward to drive the first connecting block (25) to move, the clamping claw (28) rotates on the inner wall of the first connecting block (25) under the limitation of the first rotating shaft (27) and the first telescopic plate (23). The hydraulic cylinder (24) drives the second telescopic plate (26) and the first telescopic plate (23) to expand to both sides. The clamping claw (28) and the second telescopic plate (26) are clamped toward the middle under the limitation of the second connecting block (29) and the limiting block (30) to clamp and fix the steel column (1). The top plate (18) is lifted by a crane or a hoist. The top plate (18) drives the fixing plate (13) and the sleeve (30) to move. ) is moved to the top of the steel column (1), and the sleeve (3) is sleeved on the top of the steel column (1) and slides downward, and the sleeve (3) slides on the upper surface of the first support plate (2) to be stuck. During use, when the sleeve (3) and the steel column (1) shake, the first connecting plate (4) outside the sleeve (3) drives the first limiting rod (5) and the second limiting rod (8) to synchronously squeeze the sliding block (6) to compress the first spring (7) and slide under the limit of the sliding rod (9) and the connecting sleeve (10) through the sliding block (6), and the third limiting rod (11) and the second spring (12) are compressed through the first connecting plate (4) and slide on the inner wall of the fixed plate (13) through the third limiting rod (11) to complete the installation and construction.

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