Fabricated steel structure integrated green building

By setting entangled steel bars in the casting base and connecting truss of steel structure integrated buildings, and using rapid installation auxiliary mechanisms and stable clamping mechanisms, the problems of unstable foundation and cumbersome construction of the outer truss are solved, and rapid and stable building construction and efficient component connections are achieved.

CN222949196UActive Publication Date: 2025-06-06WUHAN DAZHAIMEN CONSTRUCTION ENGINEERING CO LTD
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Patent Information

Application Number
CN202421705346.7
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-07-18
Publication Date
2025-06-06
Estimated Expiration
2034-07-18

AI Technical Summary

Technical Problem

During the construction of steel structure integrated buildings, the foundation is unstable and the steps for building steel structure external trusses are cumbersome, resulting in low construction efficiency.

Method used

By setting entangled steel bars inside the casting base and steel structure connection trusses, the truss quickly install auxiliary mechanisms and auxiliary stabilization clamping mechanisms, the steel structure components can be quickly connected and positioned, and the construction speed and strength can be improved.

Benefits of technology

It has achieved rapid construction and stability improvement of steel structure integrated building foundations, simplified the construction process of external trusses, and improved the overall construction efficiency and the strength and service life of the building.

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Abstract

The utility model discloses an assembly type steel structure integrated green building which comprises a steel structure outer truss, a steel structure flat truss, a steel structure platform bed board, a pouring base, a steel structure connecting truss, a steel structure wall strength tie bar and a steel structure top strength tie bar, and relates to the technical field of steel structure buildings. The entangled reinforcing steel bars are arranged in the pouring base and the steel structure connecting truss, so that the pouring base and the steel structure connecting truss can be quickly hooked together through the structural shapes of the entangled reinforcing steel bars I and the entangled reinforcing steel bars II in the construction process of the steel structure integrated building; then concrete is poured into a gap between the entangled steel bar I and the entangled steel bar II along the pouring concrete groove, the construction operation of the steel structure integrated building foundation can be rapidly and conveniently completed, and the design structure that the pouring base and the steel structure connecting truss are alternately arranged can further enhance the strength of the whole foundation of the equipment; therefore, the problem that in the prior art, foundation building is not stable is effectively solved.
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Description

Technical Field

[0001] The utility model relates to the technical field of steel structure buildings, in particular to an assembled steel structure integrated green building. Background Art

[0002] Steel structure building is a new type of building system, which breaks down the industry boundaries between the real estate industry, construction industry and metallurgical industry, and integrates them into a new industrial system. This is the steel structure building system that is generally favored by industry insiders.

[0003] Compared with traditional concrete buildings, steel structure buildings use steel plates or steel sections instead of reinforced concrete, which are stronger and more earthquake-resistant. And because the components can be factory-made and installed on site, the construction period is greatly reduced. Because steel can be reused, it can greatly reduce construction waste and is more environmentally friendly. Therefore, it is widely used in countries around the world and applied in industrial and civil buildings.

[0004] The application of steel structure buildings in high-rise and super high-rise buildings is becoming increasingly mature, gradually becoming the mainstream construction technology and the development direction of future buildings.

[0005] In the prior art, during the construction of steel structure integrated buildings, several independent steel frames are combined and used together. A complete steel structure integrated building can be built by combining and assembling the steel structure outer truss, steel structure flat truss, steel structure platform decking, pouring base, steel structure connecting truss and steel structure wall strength tie bars.

[0006] However, in the process of constructing steel structure integrated buildings according to the prior art, if the steel frame is used directly for foundation construction during the construction of the steel structure integrated building, there is a problem of unstable foundation. In addition, in the process of constructing steel structure integrated buildings according to the prior art, the external structure construction steps of the steel structure external truss are cumbersome and the construction efficiency is low, so there is room for improvement. Utility Model Content

[0007] The purpose of the utility model is to provide a prefabricated steel structure integrated green building to solve the problems raised in the above background technology.

[0008] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: an assembled steel structure integrated green building, comprising a steel structure outer truss, a steel structure flat truss, a steel structure platform deck, a casting base, a steel structure connecting truss, a steel structure wall strength tie rod and a steel structure top strength tie rod; the steel structure outer truss is fixedly connected to the steel structure flat truss, the steel structure flat truss is fixedly connected to the steel structure platform deck, one end of the steel structure outer truss is fixedly connected to the casting base, the casting base is fixedly connected to the steel structure connecting truss, the steel structure top strength tie rod is fixedly connected to the steel structure flat truss, the steel structure outer truss is fixedly connected to the steel structure flat truss through the steel structure wall strength tie rod, and the steel structure flat truss is fixedly connected to the steel structure flat truss through the steel structure wall strength tie rod; the casting base is connected to the steel structure connecting truss through entangled steel bars, and the steel structure outer truss is movably connected to the steel structure flat truss through a truss quick installation auxiliary mechanism.

[0009] As a further solution of the utility model: the casting base includes a supporting base and a entangled steel bar 1, the steel structure connecting truss includes a casting concrete trough and a entangled steel bar 2, and the entangled steel bar 2 is adapted to and movably connected to the entangled steel bar 1.

[0010] As a further solution of the utility model: the truss quick installation auxiliary mechanism includes an auxiliary mechanism base, a base spring tube and a quick positioning adapter spring, one side of the auxiliary mechanism base is fixedly connected to the base spring tube, and both ends of the quick positioning adapter spring are movably connected to the auxiliary mechanism base.

[0011] As a further solution of the utility model: an auxiliary stabilizing clamping mechanism is arranged on one side of the truss quick installation auxiliary mechanism, and the auxiliary stabilizing clamping mechanism includes a connecting screw and a spring tensioning protrusion; a connecting screw adapting screw hole adapted to the connecting screw is opened on one side of the auxiliary mechanism base; a base movable side wall groove is opened inside the base spring tube; the spring tensioning protrusion is fixedly connected to the connecting screw, and the spring tensioning protrusion is movably connected to the quick positioning adapting spring.

[0012] As a further solution of the utility model: one side of the steel structure outer truss and the steel structure flat truss is fixedly connected with a steel structure wall welding seat, and the end of the steel structure wall strength reinforcement is welded and fixed to the steel structure wall welding seat.

[0013] As a further solution of the utility model: one end of the connecting screw is fixedly connected to a connecting screw actuating seat, and the outer side of the connecting screw actuating seat is provided with anti-slip grooves.

[0014] As a further solution of the utility model: one side of the steel structure flat truss is fixedly connected with a steel structure top weld seat, and the steel structure top strength tie rod is fixedly connected to the steel structure flat truss through the steel structure top weld seat.

[0015] As a further solution of the utility model: four groups of the truss quick installation auxiliary mechanisms are provided, and the four groups of the truss quick installation auxiliary mechanisms are all fixedly connected to the steel structure flat trusses.

[0016] As a further solution of the utility model: a pouring concrete trough is opened on one side of the steel structure connecting truss, and the pouring concrete trough is communicated with the second entangled steel bar.

[0017] As a further solution of the utility model: the second entangled steel bar and the first entangled steel bar are both T-shaped, and the second entangled steel bar is movably connected with the first entangled steel bar.

[0018] Compared with the prior art, the beneficial effects of the utility model are:

[0019] 1. By arranging entangled steel bars inside the casting base and the steel structure connecting truss, during the construction of the steel structure integrated building, the casting base and the steel structure connecting truss can be quickly hooked together through the structural shape of the entangled steel bar 1 and the entangled steel bar 2, and then the concrete is poured into the gap between the entangled steel bar 1 and the entangled steel bar 2 along the casting concrete trough, so that the construction of the foundation of the steel structure integrated building can be completed quickly and conveniently, and the design structure of the alternating casting base and the steel structure connecting truss can further strengthen the strength of the overall foundation of the equipment, thereby effectively changing the problem of unstable foundation construction in the prior art and improving the strength and service life of the building;

[0020] 2. Through the arrangement of the steel structure wall welding seat and the steel structure top welding seat, in the process of connecting the steel structure wall strength reinforcement with the steel structure wall welding seat to the steel structure outer truss and the steel structure flat truss, not only the connection speed of the steel structure wall strength reinforcement can be accelerated, but also the connection strength of the steel structure outer truss and the steel structure flat truss can be effectively improved through the cross X-shaped structure, which effectively solves the problem of cumbersome external structure construction steps and low construction efficiency of the steel structure outer truss when constructing a steel structure integrated building in the prior art;

[0021] 3. Since a truss quick installation auxiliary mechanism is arranged on the outside of the steel structure flat truss, the steel structure flat truss can be quickly clamped on the steel structure outer truss and assisted in positioning by the truss quick installation auxiliary mechanism during the connection process between the steel structure outer truss and the steel structure flat truss, which effectively improves the assembly rate of the steel structure outer truss and the steel structure flat truss, thereby effectively improving the construction speed of the steel structure integrated building;

[0022] 4. Due to the setting of the auxiliary stable clamping mechanism, and the spring tension protrusion passes through the movable side wall groove of the base to clamp the quick positioning adapter spring and the auxiliary mechanism base, the quick positioning adapter spring can be replaced when the steel structure flat truss is left unused for a long time or the quick positioning adapter spring is damaged. The operation is simple and convenient with a high safety factor. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0024] Figure 2 It is a schematic diagram of the connection between the steel structure flat truss and the truss quick installation auxiliary mechanism of the utility model;

[0025] Figure 3 This is a structural schematic diagram of the utility model truss quick installation auxiliary mechanism;

[0026] Figure 4 This is a structural schematic diagram of the auxiliary stable clamping mechanism of the utility model;

[0027] Figure 5 It is an enlarged view of A of the utility model;

[0028] Figure 6 It is an enlarged view of the utility model B;

[0029] Figure 7 It is a schematic diagram of the connection between the top strength tie bars of the steel structure and the flat truss of the steel structure of the utility model;

[0030] Figure 8 This is a schematic diagram of the structure of the utility model pouring base and the steel structure connecting truss

[0031] In the figure: 1. External truss of steel structure; 2. Flat truss of steel structure; 3. Platform decking of steel structure; 4. Casting base; 41. Supporting base; 42. Entangled steel bar one; 5. Connecting truss of steel structure; 51. Casting concrete trough; 52. Entangled steel bar two; 6. Strength reinforcement of steel structure wall; 7. Strength reinforcement of steel structure top; 8. Auxiliary mechanism for quick installation of truss; 81. Base of auxiliary mechanism; 82. Spring cylinder of base; 83. Quick positioning adapter spring; 84. Movable side wall groove of base; 85. Adapter screw hole of connecting screw; 9. Auxiliary stabilizing clamping mechanism; 91. Connecting screw; 92. Spring tensioning protrusion; 93. Connecting screw pull seat; 10. Top welding seat of steel structure; 11. Wall welding seat of steel structure. DETAILED DESCRIPTION

[0032] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0033] In the description of the present utility model, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inside", "outside" and the like indicate positions or positional relationships based on the positions or positional relationships shown in the drawings, which are only for the convenience of describing the present utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific position, be constructed and operated in a specific position, and therefore cannot be understood as a limitation of the present utility model. In addition, the terms "first", "second", and "third" are only used for descriptive purposes and cannot be understood as indicating or implying relative importance. In the description of the present utility model, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", and "set" should be understood in a broad sense, for example, it can be a fixed connection, a detachable connection, or an integral connection; it can be a mechanical connection or an electrical connection; it can be directly connected, or indirectly connected through an intermediate medium, or it can be the internal connection of two elements. For ordinary technicians in this field, the specific meanings of the above terms in the present utility model can be understood according to specific circumstances. The following is an explanation of the embodiments of the present utility model based on the overall structure of the present utility model.

[0034] See also Figures 1 to 8In an embodiment of the utility model, an assembled steel structure integrated green building includes a steel structure outer truss 1, a steel structure flat truss 2, a steel structure platform deck 3, a casting base 4, a steel structure connecting truss 5, a steel structure wall strength tie rod 6 and a steel structure top strength tie rod 7; the steel structure outer truss 1 is fixedly connected to the steel structure flat truss 2, the steel structure flat truss 2 is fixedly connected to the steel structure platform deck 3, one end of the steel structure outer truss 1 is fixedly connected to the casting base 4, the casting base 4 is fixedly connected to the steel structure connecting truss 5, the steel structure top strength tie rod 7 is fixedly connected to the steel structure flat truss 2, the steel structure outer truss 1 is fixedly connected to the steel structure flat truss 2 through the steel structure wall strength tie rod 6, and the steel structure flat truss 2 is fixedly connected to the steel structure flat The trusses 2 are fixedly connected by steel wall strength tie bars 6; the casting base 4 and the steel structure connecting trusses 5 are connected by entangled steel bars, and the steel structure outer trusses 1 and the steel structure flat trusses 2 are movably connected by a truss quick installation auxiliary mechanism 8; by arranging entangled steel bars inside the casting base 4 and the steel structure connecting trusses 5, during the construction of the steel structure integrated building, the casting base 4 and the steel structure connecting trusses 5 can be quickly hooked together through the structural shape of the entangled steel bars 1 42 and the entangled steel bars 2 52, and then concrete is poured into the gap between the entangled steel bars 1 42 and the entangled steel bars 2 52 along the casting concrete trough 51, so that the construction of the steel structure integrated building foundation can be completed quickly and conveniently, and the casting base 4 and the steel The design structure of the alternating structural connection trusses 5 can further strengthen the strength of the overall foundation of the equipment, thereby effectively changing the problem of unstable foundation construction in the prior art and improving the strength and service life of the building; through the arrangement of the steel structure wall welding seat 11 and the steel structure top welding seat 10, in the process of connecting the steel structure outer truss 1 and the steel structure flat truss 2 using the steel structure wall strength reinforcement 6 using the steel structure wall welding seat 11, not only can the connection speed of the steel structure wall strength reinforcement 6 be accelerated, but the connection strength of the steel structure outer truss 1 and the steel structure flat truss 2 can also be effectively improved through the cross X-shaped structure, effectively solving the problem of cumbersome external structure construction steps and low construction efficiency of the steel structure outer truss 1 when constructing a steel structure integrated building in the prior art; due to the steel structure flat truss A truss quick installation auxiliary mechanism 8 is arranged on the outer side of the frame 2. During the connection process between the steel structure outer truss 1 and the steel structure flat truss 2, the truss quick installation auxiliary mechanism 8 can be used to quickly clamp the steel structure flat truss 2 on the steel structure outer truss 1 and assist in positioning, which effectively improves the assembly rate of the steel structure outer truss 1 and the steel structure flat truss 2, thereby effectively improving the construction speed of the steel structure integrated building; due to the setting of the auxiliary stable clamping mechanism 9, and the spring tension protrusion 92 passes through the base movable side wall groove 84 to clamp the quick positioning adapter spring 83 with the auxiliary mechanism base 81, when the steel structure flat truss 2 is left unused for a long time and the quick positioning adapter spring 83 is damaged, the quick positioning adapter spring 83 can be replaced, which is simple and convenient to operate and has a high safety factor.

[0035] As a further solution of the present invention: the casting base 4 includes a support base 41 and a entangled steel bar 1 42, the steel structure connecting truss 5 includes a casting concrete trough 51 and a entangled steel bar 2 52, and the entangled steel bar 2 52 is adapted to and movably connected with the entangled steel bar 1 42. As a further solution of the present invention: the truss quick installation auxiliary mechanism 8 includes an auxiliary mechanism base 81, a base spring tube 82 and a quick positioning adapter spring 83, one side of the auxiliary mechanism base 81 is fixedly connected to the base spring tube 82, and both ends of the quick positioning adapter spring 83 are movably connected to the auxiliary mechanism base 81. As a further solution of the present invention: an auxiliary stabilizing clamping mechanism 9 is provided on one side of the truss quick installation auxiliary mechanism 8, and the auxiliary stabilizing clamping mechanism 9 includes a connecting screw 91 and a spring tensioning protrusion 92. A connecting screw adapting screw hole 85 adapted to the connecting screw 91 is provided on one side of the auxiliary mechanism base 81, and a base movable side wall groove 84 is provided inside the base spring tube 82. The spring tensioning protrusion 92 is fixedly connected to the connecting screw 91, and the spring tensioning protrusion 92 is movably connected to the quick positioning adapting spring 83. As a further solution of the present invention: a steel structure outer truss 1 and a steel structure flat truss 2 are both fixedly connected to a steel structure wall welding seat 11 on one side, and the end of the steel structure wall strength tie rod 6 is welded and fixed to the steel structure wall welding seat 11. As a further solution of the present invention: a connecting screw 91 is fixedly connected to a connecting screw actuating seat 93 at one end, and an anti-slip pattern is provided on the outer side of the connecting screw actuating seat 93. As a further solution of the utility model: one side of the steel structure flat truss 2 is fixedly connected with a steel structure top welding seat 10, and the steel structure top strength tie rod 7 is fixedly connected to the steel structure flat truss 2 through the steel structure top welding seat 10. As a further solution of the utility model: four groups of truss quick installation auxiliary mechanisms 8 are provided, and the four groups of truss quick installation auxiliary mechanisms 8 are fixedly connected to the steel structure flat truss 2. As a further solution of the utility model: one side of the steel structure connecting truss 5 is provided with a pouring concrete groove 51, and the pouring concrete groove 51 is connected to the entangled steel bar 2 52.As a further solution of the utility model: the entangled steel bar 2 52 and the entangled steel bar 1 42 are both T-shaped, and the entangled steel bar 2 52 is movably connected with the entangled steel bar 1 42; by arranging entangled steel bars inside the casting base 4 and the steel structure connecting truss 5, during the construction of the steel structure integrated building, the casting base 4 and the steel structure connecting truss 5 can be quickly hooked together through the structural shape of the entangled steel bar 1 42 and the entangled steel bar 2 52, and then concrete is poured into the entangled steel bar 1 42 and the entangled steel bar 1 along the casting concrete trough 51. In the gap between the entangled steel bars 52, the construction of the steel structure integrated building foundation can be completed quickly and conveniently, and the design structure of the alternating pouring base 4 and the steel structure connecting truss 5 can further strengthen the strength of the overall foundation of the equipment, thereby effectively changing the problem of unstable foundation construction in the prior art and improving the strength and service life of the building; through the arrangement of the steel structure wall welding seat 11 and the steel structure top welding seat 10, in the process of connecting the steel structure outer truss 1 and the steel structure flat truss 2 using the steel structure wall strength reinforcement 6, not only The connection speed of the steel structure wall strength reinforcement 6 can be accelerated, and the connection strength of the steel structure outer truss 1 and the steel structure flat truss 2 can be effectively improved through the cross X-shaped structure, which effectively solves the problem of cumbersome external structure construction steps and low construction efficiency of the steel structure outer truss 1 when constructing a steel structure integrated building in the prior art; because the truss quick installation auxiliary mechanism 8 is arranged on the outer side of the steel structure flat truss 2, the steel structure flat truss 2 can be quickly clamped by the truss quick installation auxiliary mechanism 8 during the connection process between the steel structure outer truss 1 and the steel structure flat truss 2. The auxiliary positioning is performed at the outer truss 1 of the steel structure, which effectively improves the assembly rate of the outer truss 1 of the steel structure and the flat truss 2 of the steel structure, thereby effectively improving the construction speed of the steel structure integrated building; due to the setting of the auxiliary stable clamping mechanism 9, and the spring tension protrusion 92 passes through the movable side wall groove 84 of the base to clamp the quick positioning adapter spring 83 and the auxiliary mechanism base 81, when the flat truss 2 of the steel structure is left unused for a long time and the quick positioning adapter spring 83 is damaged, the quick positioning adapter spring 83 can be replaced, the operation is simple and convenient, and the safety factor is high.

[0036] The working principle of the utility model is as follows: in the prior art, a number of independent steel frames are combined and used in the process of building a steel structure integrated building. A complete steel structure integrated building can be built by combining and building a steel structure outer truss 1, a steel structure flat truss 2, a steel structure platform deck 3, a pouring base 4, a steel structure connecting truss 5 and a steel structure wall strength tie rod 6.

[0037] However, in the prior art, when constructing a steel structure integrated building, if a steel frame is used directly for foundation construction, there is a problem of unstable foundation. In addition, when constructing a steel structure integrated building, the prior art has complicated steps for constructing the external structure of the steel structure outer truss 1 and low construction efficiency, and there is room for improvement.

[0038] The present application provides entangled steel bars inside the casting base 4 and the steel structure connecting truss 5. During the construction of the steel structure integrated building, the casting base 4 and the steel structure connecting truss 5 can be quickly hooked together through the structural shape of the entangled steel bars 1 42 and the entangled steel bars 2 52, and then concrete is poured into the gap between the entangled steel bars 1 42 and the entangled steel bars 2 52 along the casting concrete trough 51, so that the construction of the foundation of the steel structure integrated building can be completed quickly and conveniently. The design structure of the alternating casting base 4 and the steel structure connecting truss 5 can further strengthen the strength of the overall foundation of the equipment, thereby effectively changing the problem of unstable foundation construction in the prior art and improving the strength and service life of the building.

[0039] Furthermore, by providing the steel structure wall welding seat 11 and the steel structure top welding seat 10, in the process of connecting the steel structure wall strength tie bars 6 with the steel structure wall welding seat 11 to connect the steel structure outer truss 1 and the steel structure flat truss 2, not only the connection speed of the steel structure wall strength tie bars 6 can be accelerated, but also the connection strength of the steel structure outer truss 1 and the steel structure flat truss 2 can be effectively improved through the cross X-shaped structure, which effectively solves the problem of complicated external structure construction steps and low construction efficiency of the steel structure outer truss 1 when constructing a steel structure integrated building in the prior art;

[0040] Since the truss quick installation auxiliary mechanism 8 is arranged on the outer side of the steel structure flat truss 2, during the process of connecting the steel structure outer truss 1 with the steel structure flat truss 2, the steel structure flat truss 2 can be quickly clamped on the steel structure outer truss 1 and assisted in positioning through the truss quick installation auxiliary mechanism 8, which effectively improves the assembly rate of the steel structure outer truss 1 and the steel structure flat truss 2, thereby effectively improving the construction speed of the steel structure integrated building;

[0041] Due to the setting of the auxiliary stabilizing clamping mechanism 9, and the spring tensioning protrusion 92 passes through the base movable side wall groove 84 to clamp the quick positioning adapter spring 83 with the auxiliary mechanism base 81, when the steel structure flat truss 2 is left unused for a long time and the quick positioning adapter spring 83 is damaged, the quick positioning adapter spring 83 can be replaced, which is simple and convenient to operate and has a high safety factor.

[0042] What is described above is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes within the technical scope disclosed by the present invention according to the technical scheme and the utility model concept of the present invention, which should be covered by the protection scope of the present invention.

Claims

1. An assembled steel structure integrated green building, comprising a steel structure outer truss (1), a steel structure flat truss (2), a steel structure platform deck (3), a casting base (4), a steel structure connecting truss (5), a steel structure wall strength tie rod (6) and a steel structure top strength tie rod (7); characterized in that: The steel structure outer truss (1) is fixedly connected to the steel structure flat truss (2), the steel structure flat truss (2) is fixedly connected to the steel structure platform deck (3), one end of the steel structure outer truss (1) is fixedly connected to the casting base (4), the casting base (4) is fixedly connected to the steel structure connecting truss (5), the steel structure top strength tie bars (7) are fixedly connected to the steel structure flat truss (2), the steel structure outer truss (1) is fixedly connected to the steel structure flat truss (2) via the steel structure wall strength tie bars (6), the steel structure flat truss (2) is fixedly connected to the steel structure flat truss (2) via the steel structure wall strength tie bars (6); the casting base (4) is connected to the steel structure connecting truss (5) via entangled steel bars, and the steel structure outer truss (1) is movably connected to the steel structure flat truss (2) via a truss quick installation auxiliary mechanism (8).

2. The prefabricated steel structure integrated green building according to claim 1, characterized in that: The casting base (4) comprises a supporting base (41) and a first entangled steel bar (42), and the steel structure connecting truss (5) comprises a casting concrete trough (51) and a second entangled steel bar (52), wherein the second entangled steel bar (52) is adapted to and movably connected with the first entangled steel bar (42).

3. The assembled steel structure integrated green building according to claim 2 is characterized in that: The truss quick installation auxiliary mechanism (8) comprises an auxiliary mechanism base (81), a base spring tube (82) and a quick positioning adapter spring (83); one side of the auxiliary mechanism base (81) is fixedly connected to the base spring tube (82), and both ends of the quick positioning adapter spring (83) are movably connected to the auxiliary mechanism base (81).

4. The assembled steel structure integrated green building according to claim 3 is characterized in that: An auxiliary stabilizing clamping mechanism (9) is arranged on one side of the truss quick installation auxiliary mechanism (8), and the auxiliary stabilizing clamping mechanism (9) comprises a connecting screw (91) and a spring tensioning protrusion (92); a connecting screw adapting screw hole (85) adapted to the connecting screw (91) is provided on one side of the auxiliary mechanism base (81); a base movable side wall groove (84) is provided inside the base spring cylinder (82); the spring tensioning protrusion (92) is fixedly connected to the connecting screw (91), and the spring tensioning protrusion (92) is movably connected to the quick positioning adapting spring (83).

5. The assembled steel structure integrated green building according to claim 4 is characterized in that: One side of the steel structure outer truss (1) and the steel structure flat truss (2) is fixedly connected to a steel structure wall welding seat (11), and the end of the steel structure wall strength tie rod (6) is welded and fixed to the steel structure wall welding seat (11).

6. The assembled steel structure integrated green building according to claim 5 is characterized in that: One end of the connecting screw (91) is fixedly connected to a connecting screw actuating seat (93), and an anti-slip pattern is provided on the outer side of the connecting screw actuating seat (93).

7. The assembled steel structure integrated green building according to claim 6 is characterized in that: A steel structure top welding seat (10) is fixedly connected to one side of the steel structure flat truss (2), and the steel structure top strength tie rod (7) is fixedly connected to the steel structure flat truss (2) via the steel structure top welding seat (10).

8. The assembled steel structure integrated green building according to claim 7 is characterized in that: Four groups of the truss quick installation auxiliary mechanisms (8) are provided, and the four groups of the truss quick installation auxiliary mechanisms (8) are all fixedly connected to the steel structure flat trusses (2).

9. The assembled steel structure integrated green building according to claim 8, characterized in that: A pouring concrete groove (51) is provided on one side of the steel structure connecting truss (5), and the pouring concrete groove (51) is connected to the second entangled steel bar (52).

10. The assembled steel structure integrated green building according to claim 9, characterized in that: The second entangled steel bar (52) and the first entangled steel bar (42) are both T-shaped, and the second entangled steel bar (52) is movably connected with the first entangled steel bar (42).