Staggered and stacked modular steel structure building

Abstract

The utility model relates to a staggered and stacked modularized steel structure building. The staggered and stacked modularized steel structure building comprises at least one module connecting assembly, at least two steel structure modules, lateral force resisting structures and lateral force resisting connecting pieces. The two ends, in the vertical direction, of the module connecting assembly are connected with the steel structure modules correspondingly, so that a modularized steel structure body is formed. The lateral force resisting structure is vertically arranged on one side of the modularized steel structure body. The lateral force resisting connecting piece is horizontally arranged between the module connecting assembly and the lateral force resisting structure, and the lateral force resisting connecting piece is at least connected with one end of the module connecting assembly. The staggered stacking steel structure module building has the beneficial effects that a thought is provided for connection of the module structures and the lateral force resisting structures of the staggered stacking steel structure module building, and the whole building is clear in force transmission path, good in stress transmission effect and easy to construct.

Description

Technical Field

[0001] The utility model relates to the technical field of building engineering, in particular to a staggered and stacked modular steel structure building. Background Art

[0002] Modular integrated buildings are the direction of change for new building industrialization, and are developing in the direction of continuously enriching the structural system, continuously improving the integration, and continuously improving product standardization. Compared with the traditional module stacking method, the staggered stacked steel structure module building structure does not have double columns, double beams, and double plates, which can greatly reduce the amount of steel used in construction. At the same time, it can meet the requirements of reliable connection and easy construction of steel structure modules.

[0003] At present, the staggered stacked steel structure module building lacks a complete set of connection technology between the module structure and the lateral force resisting structure. There are problems such as complicated connection structure between the module structure and the lateral force resisting structure, poor force transmission effect, and inconvenient construction.

[0004] Therefore, there is an urgent need for a new staggered and stacked modular steel structure building to solve the above-mentioned technical problems. Utility Model Content

[0005] 1. Technical issues to be resolved

[0006] In view of the above-mentioned shortcomings and deficiencies of the prior art, the utility model provides a staggered stacked modular steel structure building, which solves the technical problems of the staggered stacked steel structure module building lacking a complete set of connection technology between the module structure and the lateral force resisting structure, and having complicated connection structure between the module structure and the lateral force resisting structure, poor force transmission effect, and inconvenient construction.

[0007] (II) Technical solution

[0008] In order to achieve the above-mentioned purpose, the main technical solutions adopted by the utility model include:

[0009] In the first aspect, an embodiment of the utility model provides an interlaced and stacked modular steel structure building, comprising at least one module connection assembly, at least two steel structure modules, a lateral force resistance structure and a lateral force resistance connector; the two ends of the module connection assembly along the vertical direction are respectively connected to one of the steel structure modules to form a modular steel structure body; the lateral force resistance structure is vertically arranged on one side of the modular steel structure body; the lateral force resistance connector is horizontally arranged between the module connection assembly and the lateral force resistance structure, and the lateral force resistance connector is connected to at least one end of the module connection assembly.

[0010] Optionally, in the staggered and stacked modular steel structure building, the module connection assembly includes an upper module connection part and a lower module connection part; the upper module connection part and the lower module connection part can be plugged in along the vertical direction, and a grouting space is reserved at the plugging point; an upper end plate is horizontally arranged at the upper end of the upper module connection part, and a column at a top corner of the steel structure module located above is connected to the top of the upper end plate; a lower end plate is horizontally arranged at the lower end of the lower module connection part, and a column at a top corner of the steel structure module located below is connected to the bottom of the lower end plate; the anti-lateral connector includes a first connector and a second connector arranged horizontally; the first end of the first connector is connected to the lower end plate or the upper end plate, and the second end of the first connector is connected to the first end of the second connector; the second end of the second connector is connected to the anti-lateral force structure.

[0011] Optionally, in the staggered and stacked modular steel structure building, the upper module connection part also includes an upper kit and an upper plug-in arranged in parallel below the upper end plate; the lower module connection part also includes a lower kit and a lower plug-in arranged in parallel above the lower end plate; when the upper module connection part is plugged into the lower module connection part, the upper plug-in is inserted into the lower kit, and the lower plug-in is inserted into the upper kit; if the lateral force resistance structure is facing the upper plug-in, the first end of the first connecting member is overlapped around the upper plug-in on the lower surface of the upper end plate, and the lower kit is clamped to the first connecting member located below the upper end plate; if the lateral force resistance structure is facing the lower plug-in, the first end of the first connecting member is overlapped around the lower plug-in on the lower end plate, and the upper kit is clamped to the first connecting member located on the lower end plate.

[0012] Optionally, in the staggered and stacked modular steel structure building, the anti-side connector also includes a third connector arranged horizontally; the third connector is located above the second connector, and the second end of the first connector is clamped between the second connector and the third connector.

[0013] Optionally, the staggered and stacked modular steel structure building further includes at least one walkway truss beam; the first end of the first connecting member is connected to the lower end plate; the walkway truss beam is horizontally arranged between the lateral force resisting structure and the second connecting member; the second end of the second connecting member is inserted and connected to the walkway truss beam.

[0014] Optionally, in the staggered and stacked modular steel structure building, there are multiple walkway truss beams; multiple second connecting members correspond one-to-one to multiple horizontally distributed walkway truss beams; and the second end of the first connecting member is respectively connected to the multiple second connecting members.

[0015] Optionally, the staggered stacked modular steel structure building further includes a cast-in-place walkway slab located above the walkway truss beam; the cast-in-place walkway slab is horizontally cast at the bottom of the steel structure module located above, and horizontally extends around the module connection assembly to be connected to the lateral force resisting structure.

[0016] Optionally, in the staggered stacked modular steel structure building, there are two module connection components, wherein the two upper module connection parts are connected adjacent to each other in parallel in the horizontal direction, and the two lower module connection parts are connected adjacent to each other in the horizontal direction; the two module connection components are arranged opposite to the lateral force resistance structure; if the lateral force resistance structure is toward the upper plug-in, the first ends of the first connecting members are respectively connected around the two parallel upper plug-ins and overlapped on the lower surfaces of the two parallel upper end plates; if the lateral force resistance structure is toward the lower plug-in, the first ends of the first connecting members are respectively connected around the two parallel lower plug-ins and overlapped on the two parallel lower end plates.

[0017] Optionally, in the staggered and stacked modular steel structure building, there are two module connection components, namely a first module connection component and a second module connection component, wherein the first module connection component is vertically flipped 180° relative to the second module connection component, the upper module connection part of the first module connection component and the lower module connection part of the second module connection component are connected side by side in a horizontal direction, and the lower module connection part of the first module connection component and the upper module connection part of the second module connection component are connected side by side in a horizontal direction; both module connection components are arranged opposite to the lateral force resistance structure; the upper plug-in of the first module connection component faces the lateral force resistance structure, and the lower plug-in of the second module connection component faces the lateral force resistance structure; the lateral resistance connectors are arranged in two layers, the lateral resistance connectors located on the upper layer are connected to the upper end plate of the first module connection component, and the lateral resistance connectors located on the lower layer are connected to the lower end plate of the second module connection component.

[0018] Optionally, in the staggered stacked modular steel structure building, the spacing between the second connecting member and the third connecting member is adapted to the thickness of the first connecting member.

[0019] (III) Beneficial effects

[0020] The beneficial effects of the utility model are as follows: a staggered and stacked modular steel structure building of the utility model adopts a horizontally arranged lateral-resistance connector to connect the lateral-resistance structure and the steel structure module; at the same time, the lateral-resistance connector is directly connected to the end of the module connection assembly located between the steel structure modules, and only the horizontal constraint between the lateral-resistance structure and the steel structure module is considered, and the vertical constraint is weakened. The overall structure of the building is simple and reasonable. Compared with the prior art, it provides a way of connecting the module structure and the lateral-resistance structure of the staggered and stacked steel structure module building. The overall building has a clear force transmission path, good force transmission effect, and is easy to construct. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] Figure 1 It is a three-dimensional schematic diagram of Example 1 of a staggered and stacked modular steel structure building of the utility model;

[0022] Figure 2 for Figure 1 Schematic diagram of the cross-section of the staggered modular steel structure building at AA;

[0023] Figure 3 It is a cross-sectional schematic diagram of Example 2 of a staggered and stacked modular steel structure building of the utility model;

[0024] Figure 4 for Figure 3 Schematic cross-section at BB;

[0025] Figure 5 It is a cross-sectional schematic diagram of Example 3 of a staggered and stacked modular steel structure building of the utility model;

[0026] Figure 6 for Figure 5 Schematic cross-section at CC.

[0027] [Description of Reference Numerals]

[0028] 1: module connection assembly; 11: upper module connection part; 111: upper end plate; 112: upper kit; 113: upper plug-in; 12: lower module connection part; 121: lower end plate; 122: lower kit; 123: lower plug-in; 2: steel structure module; 21: column; 3: lateral force resistance structure; 4: lateral force resistance connector; 41: first connector; 42: second connector; 43: third connector; 5: walkway truss beam; 6: cast-in-place walkway slab. DETAILED DESCRIPTION

[0029] In order to better explain the present invention and facilitate understanding, the present invention is described in detail below in conjunction with the accompanying drawings through specific implementation methods. Figure 1The orientation is used as a reference.

[0030] The utility model proposes a staggered and stacked modular steel structure building. The staggered and stacked steel structure module building lacks a complete set of connection technology between the module structure and the lateral force resistance structure, and has technical problems such as complicated connection structure between the module structure and the lateral force resistance structure, poor force transmission effect, and inconvenience in construction. The lateral force resistance structure and the steel structure module are connected by horizontally arranged lateral force resistance connectors. At the same time, the lateral force resistance connectors are directly connected to the ends of the module connection components located between the steel structure modules, and only the horizontal constraints between the lateral force resistance structure and the steel structure modules are considered, weakening the vertical constraints. The overall structure of the building is simple and reasonable. Compared with the prior art, it provides a way of thinking for the connection between the module structure and the lateral force resistance structure of the staggered and stacked steel structure module building. The overall building has a clear force transmission path, good force transmission effect, and is easy to construct.

[0031] In order to better understand the above technical solution, exemplary embodiments of the present invention will be described in more detail with reference to the accompanying drawings. Although exemplary embodiments of the present invention are shown in the accompanying drawings, it should be understood that the present invention can be implemented in various forms and should not be limited by the embodiments described herein. On the contrary, these embodiments are provided to enable a clearer and more thorough understanding of the present invention and to fully convey the scope of the present invention to those skilled in the art.

[0032] Embodiment 1:

[0033] Reference Figure 1 and Figure 4 The present embodiment provides a staggered stacked modular steel structure building, comprising at least one module connection assembly 1, at least two steel structure modules 2, a lateral force resistant structure 3 and a lateral force resistant connector 4; the two ends of the module connection assembly 1 along the vertical direction are respectively connected to a steel structure module 2, and the two steel structure modules 2 are staggered and stacked with each other under the connection action of the module connection assembly 1 to form a modular steel structure body. The lateral force resistant structure 3 is vertically arranged on one side of the modular steel structure body, and the lateral force resistant connector 4 is horizontally arranged between the module connection assembly 1 and the lateral force resistant structure 3, and the lateral force resistant connector 4 is at least connected to one end of the module connection assembly 1. The lateral force resistant connector 4 is directly connected to the end of the module connection assembly 1 located between the steel structure modules 2, and only the horizontal constraint between the lateral force resistant structure 3 and the steel structure module 2 is considered, and the vertical constraint is weakened. The overall structure of the building is simple and reasonable, which provides a way of connecting the module structure and the lateral force resistant structure 3 of the staggered stacked steel structure module 2 building. The overall building has a clear force transmission path, good force transmission effect, and is easy to construct.

[0034] Reference Figure 1 and Figure 4The present embodiment provides a staggered and stacked modular steel structure building, wherein the module connection assembly 1 includes an upper module connection portion 11 and a lower module connection portion 12. The upper module connection portion 11 and the lower module connection portion 12 can be plugged in the vertical direction, and a grouting space is reserved at the plugging position for pouring a slurry that can solidify. The grouting improves the rigidity of the module connection node, thereby improving the overall structural performance of the modular building. An upper end plate 111 is horizontally arranged at the upper end of the upper module connection portion 11, and a column 21 at a top corner of the upper steel structure module 2 is connected to the upper end plate 111. A lower end plate 121 is horizontally arranged at the lower end of the lower module connection portion 12, and a column 21 at a top corner of the lower steel structure module 2 is connected to the lower end plate 121. The top corners of the two steel structure modules 2 are connected by the module connection assembly 1, and are staggered and stacked with each other. The anti-lateral connecting member 4 includes a first connecting member 41 and a second connecting member 42 which are arranged horizontally. The first end of the first connecting member 41 is connected to the lower end plate 121 or the upper end plate 111, the second end of the first connecting member 41 is connected to the first end of the second connecting member 42, and the second end of the second connecting member 42 is connected to the anti-lateral force structure 3. The first connecting member 41 and the second connecting member 42 are both plate bodies, which are welded to each other or connected by high-strength bolts. The first connecting member 41 and the second connecting member 42 are overlapped with each other.

[0035] Reference Figure 1 and Figure 4This embodiment provides a staggered and stacked modular steel structure building, wherein the upper module connection part 11 further includes an upper set 112 and an upper plug-in 113 arranged in parallel below the upper end plate 111, and the lower module connection part 12 further includes a lower set 122 and a lower plug-in 123 arranged in parallel above the lower end plate 121. When the upper module connection part 11 and the lower module connection part 12 are plugged in, the upper plug-in 113 is inserted into the lower set 122, and the lower plug-in 123 is inserted into the upper set 112. If the lateral force resisting structure 3 faces the upper plug-in 113, that is, the lateral force resisting structure 3 is located on one side of the upper plug-in 113 (on the upper module connection part 11, on the side opposite to the upper set 112), the first end of the first connecting member 41 is overlapped on the lower surface of the upper end plate 111 around the upper plug-in 113, and the lower set 122 is clamped with the first connecting member 41 located below the upper end plate 111. If the lateral force resisting structure 3 faces the lower plug-in 123, that is, the lateral force resisting structure 3 is located on one side of the lower plug-in 123 (on the lower module connecting portion 12, the side opposite to the lower set 122), the first end of the first connecting member 41 is overlapped on the lower end plate 121 around the lower plug-in 123, and the upper set 112 is clamped on the first connecting member 41 located on the lower end plate 121. It should be noted here that the structures of the upper module connecting portion 11 and the lower module connecting portion 12 are the same, and the connection can be achieved regardless of whether the lateral force resisting structure 3 faces the upper plug-in 113 or the lower plug-in 123. The first end of the first connecting member 41 surrounds the upper plug-in 113 or the lower plug-in 123, and is then fixed to the corresponding end plate, and then the kit corresponding to the plug-in is snapped into the first end of the first connecting member 41. This connection method can not only realize the horizontal connection between the lateral force resistance structure 3 and the module connection component 1, but also does not affect the module connection component 1 connecting the two steel structure modules 2; at the same time, the modular steel structure body is indirectly connected to the lateral force resistance structure 3 through the module connection component 1 (connection node), and the lateral resistance connecting member 4 is horizontally arranged to play a role in horizontal shear force transmission. The overall building force transmission path is clear, the force transmission effect is good, and it is easy to construct.

[0036] In addition, refer to Figure 1 The crossbeam (not marked) at the top corner of the upper steel structure module 2 is connected to the outer side of the corresponding upper kit 112, and the crossbeam (not marked) at the top corner of the lower steel structure module 2 is connected to the outer side of the corresponding lower kit 122. Under the connection action of the module connection assembly 1, the two steel structure modules 2 can be staggered and stacked with each other to form a modular steel structure body.

[0037] Reference Figure 1 and Figure 4This embodiment provides a staggered and stacked modular steel structure building, the anti-lateral connector 4 also includes a third connector 43 arranged horizontally, the third connector 43 is located above the second connector 42, and the second end of the first connector 41 is clamped between the second connector 42 and the third connector 43, so that the second connector 42 and the third connector 43 horizontally clamp the second end of the first connector 41, and the connection of the overall anti-lateral connector 4 is more stable. Among them, the thickness of the first connector 41 can be adjusted according to the installation flatness, and the spacing between the second connector 42 and the third connector 43 is adapted to the thickness of the first connector 41.

[0038] Embodiment 2:

[0039] Reference Figure 1 and Figure 5 This embodiment provides a staggered and stacked modular steel structure building, further comprising at least one walkway truss beam 5, the first end of the first connecting member 41 is connected to the lower end plate 121, the walkway truss beam 5 is horizontally arranged between the lateral force resisting structure 3 and the second connecting member 42, and the second end of the second connecting member 42 is inserted and connected to the walkway truss beam 5. In this way, the modular steel structure body is connected to the lateral force resisting structure 3 through the walkway truss beam 5.

[0040] Reference Figure 1 , Figure 5 and Figure 6 This embodiment provides a staggered and stacked modular steel structure building, wherein there are multiple walkway truss beams 5, multiple second connectors 42 correspond one-to-one to multiple horizontally distributed walkway truss beams 5, and the second end of the first connector 41 is respectively connected to the first end of the multiple second connectors 42. At this time, the first end of the first connector 41 can be horizontally extended to meet the need of connecting multiple second connectors 42 at the same time.

[0041] Reference Figure 1 , Figure 5 and Figure 6 The present embodiment provides a staggered and stacked modular steel structure building, further comprising a cast-in-place walkway slab 6 located above the walkway truss beam 5. The cast-in-place walkway slab 6 is horizontally cast at the bottom of the steel structure module 2 located above, and horizontally extends around the module connection assembly 1 to be connected to the lateral force resisting structure 3. The cast-in-place walkway slab 6 is connected to the steel structure module 2 and the lateral force resisting structure 3 through embedded reinforcement and a casting process.

[0042] When a small earthquake occurs, the plane stiffness of the cast-in-place walkway slab 6 remains connected to ensure the continuity of the horizontal shear force transmission of the modular steel structure main body or the lateral force resistance structure 3. When a large earthquake occurs, the cast-in-place walkway slab 6 gradually stops working, and the walkway truss beam 5 plays the main role in transmitting the horizontal shear force. The cast-in-place walkway slab 6 and the walkway truss beam 5 serve as a double line of defense for the seismic design, ensuring the safety of the modular steel structure during an earthquake.

[0043] Embodiment 3:

[0044] Reference Figure 1 and Figure 2 The present embodiment provides a staggered and stacked modular steel structure building, wherein there are two module connection assemblies 1, wherein two upper module connection parts 11 are connected adjacently in parallel in the horizontal direction, and two lower module connection parts 12 are connected adjacently in parallel in the horizontal direction, and both module connection assemblies 1 are arranged opposite to the lateral force resisting structure 3. If the lateral force resisting structure 3 faces the upper plug-in 113 (located on one side of the two upper plug-ins 113 connected in parallel), the first end of the first connection member 41 respectively surrounds the two parallel upper plug-ins 113 and overlaps the lower surface of the two parallel upper end plates 111; if the lateral force resisting structure 3 faces the lower plug-in 123 (located on one side of the two lower plug-ins 123 connected in parallel), the first end of the first connection member 41 respectively surrounds the two parallel lower plug-ins 123 and overlaps the two parallel lower end plates 121. In this way, there are two module connection assemblies 1, and the node can simultaneously connect 4 steel structure modules 2. At this time, the first connection member 41 simultaneously connects two module connection assemblies 1.

[0045] Embodiment 4:

[0046] Reference Figure 1 and Figure 3 This embodiment provides a staggered stacked modular steel structure building, wherein the module connection components 1 are two, namely, a first module connection component 1 and a second module connection component 1. Figure 1 On the basis of, wherein the first module connection component 1 is vertically flipped 180° relative to the second module connection component 1, the upper module connection part 11 of the first module connection component 1 and the lower module connection part 12 of the second module connection component 1 are connected side by side in the horizontal direction, and the lower module connection part 12 of the first module connection component 1 and the upper module connection part 11 of the second module connection component 1 are connected side by side in the horizontal direction. In this embodiment, the two module connection components 1 are arranged to facilitate the staggered stacking of different forms of steel structure modules 2. Both module connection components 1 are arranged relative to the lateral force resistance structure 3, the upper plug-in 113 of the first module connection component 1 faces the lateral force resistance structure 3, and the lower plug-in 123 of the second module connection component 1 faces the lateral force resistance structure 3. At this time, the lateral resistance connector 4 is arranged in two layers, the lateral resistance connector 4 located in the upper layer is connected to the upper end plate 111 of the first module connection component 1, and the lateral resistance connector 4 located in the lower layer is connected to the lower end plate 121 of the second module connection component 1.

[0047] In the description of the present utility model, it should be understood that the terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Therefore, a feature defined as "first" or "second" may explicitly or implicitly include one or more of the features. In the description of the present utility model, the meaning of "plurality" is two or more, unless otherwise clearly and specifically defined.

[0048] In the present invention, unless otherwise clearly specified and limited, the terms "install", "connect", "connect", "fix" and the like 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 a direct connection or an indirect connection through an intermediate medium; it can be the internal connection of two elements or the interaction relationship between two elements. For ordinary technicians in this field, the specific meanings of the above terms in the present invention can be understood according to specific circumstances.

[0049] In the present utility model, unless otherwise clearly specified and limited, when a first feature is “on” or “below” a second feature, it may be that the first and second features are in direct contact, or the first and second features are in indirect contact through an intermediate medium. Moreover, when a first feature is “above”, “above” or “above” a second feature, it may be that the first feature is directly above or obliquely above the second feature, or it may simply mean that the first feature is higher in level than the second feature. When a first feature is “below”, “below” or “below” a second feature, it may be that the first feature is directly below or obliquely below the second feature, or it may simply mean that the first feature is lower in level than the second feature.

[0050] In the description of this specification, the description of the terms "one embodiment", "some embodiments", "embodiment", "example", "specific example" or "some examples" etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the utility model. In this specification, the schematic representations of the above terms do not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described may be combined in any one or more embodiments or examples in a suitable manner. In addition, those skilled in the art may combine and combine the different embodiments or examples described in this specification and the features of the different embodiments or examples, unless they are contradictory.

[0051] Although the embodiments of the present invention have been shown and described above, it can be understood that the above embodiments are illustrative and cannot be understood as limitations of the present invention. Ordinary technicians in the field can change, modify, replace and modify the above embodiments within the scope of the present invention.

Claims

1. A staggered modular steel structure building, characterized in that: It comprises at least one module connection assembly (1), at least two steel structure modules (2), a lateral force resistance structure (3) and a lateral force resistance connection member (4); The two ends of the module connection assembly (1) in the vertical direction are respectively connected to one of the steel structure modules (2) to form a modular steel structure body; The lateral force resisting structure (3) is vertically arranged on one side of the modular steel structure body; The anti-lateral connection member (4) is horizontally arranged between the module connection component (1) and the anti-lateral force structure (3), and the anti-lateral connection member (4) is connected to at least one end of the module connection component (1).

2. The staggered modular steel structure building according to claim 1, characterized in that: The module connection assembly (1) comprises an upper module connection portion (11) and a lower module connection portion (12); The upper module connection part (11) and the lower module connection part (12) can be plugged in a vertical direction, and a grouting space is reserved at the plugging position; An upper end plate (111) is horizontally arranged at the upper end of the upper module connecting portion (11), and a column (21) located at a top corner of the upper steel structure module (2) is connected to the upper end plate (111); A lower end plate (121) is horizontally arranged at the lower end of the lower module connecting portion (12), and a column (21) located at a top corner of the steel structure module (2) below is connected to the lower end plate (121); The anti-side connection member (4) comprises a first connection member (41) and a second connection member (42) which are arranged horizontally; The first end of the first connecting member (41) is connected to the lower end plate (121) or the upper end plate (111), and the second end of the first connecting member (41) is connected to the first end of the second connecting member (42); The second end of the second connecting member (42) is connected to the lateral force resisting structure (3).

3. The staggered modular steel structure building according to claim 2, characterized in that: The upper module connection portion (11) further comprises an upper sleeve (112) and an upper plug-in unit (113) which are arranged in parallel below the upper end plate (111); The lower module connection portion (12) further comprises a lower sleeve (122) and a lower plug-in unit (123) which are arranged in parallel above the lower end plate (121); When the upper module connecting portion (11) is plugged into the lower module connecting portion (12), the upper plug-in unit (113) is inserted into the lower kit (122), and the lower plug-in unit (123) is inserted into the upper kit (112); If the lateral force resistance structure (3) faces the upper plug-in unit (113), the first end of the first connecting member (41) surrounds the upper plug-in unit (113) and overlaps the lower surface of the upper end plate (111), and the lower sleeve (122) is clamped to the first connecting member (41) located below the upper end plate (111); If the lateral force resistance structure (3) faces the lower plug-in unit (123), the first end of the first connecting member (41) surrounds the lower plug-in unit (123) and overlaps the lower end plate (121), and the upper sleeve (112) is clamped to the first connecting member (41) located on the lower end plate (121).

4. The staggered modular steel structure building according to claim 2, characterized in that: The anti-lateral connection member (4) further comprises a third connection member (43) arranged horizontally; The third connecting member (43) is located above the second connecting member (42), and the second end of the first connecting member (41) is clamped between the second connecting member (42) and the third connecting member (43).

5. The staggered modular steel structure building according to claim 2, characterized in that: Also includes at least one walkway truss beam (5); The first end of the first connecting member (41) is connected to the lower end plate (121); The walkway truss beam (5) is horizontally arranged between the lateral force resisting structure (3) and the second connecting member (42); The second end of the second connecting member (42) is inserted and connected into the walkway truss beam (5).

6. The staggered modular steel structure building according to claim 5, characterized in that: The walkway truss beam (5) is multiple; A plurality of the second connecting members (42) correspond one to one with a plurality of horizontally distributed walkway truss beams (5); The second ends of the first connecting members (41) are respectively connected to a plurality of the second connecting members (42).

7. The staggered modular steel structure building according to claim 5, characterized in that: It also includes a cast-in-place walkway slab (6) located above the walkway truss beam (5); The cast-in-place walkway slab (6) is horizontally cast at the bottom of the steel structure module (2) located above, and horizontally extends around the module connection assembly (1) to be connected to the lateral force resisting structure (3).

8. The staggered modular steel structure building according to claim 3, characterized in that: There are two module connection assemblies (1), wherein the two upper module connection parts (11) are connected adjacently in parallel in a horizontal direction, and the two lower module connection parts (12) are connected adjacently in parallel in a horizontal direction; The two module connection components (1) are arranged opposite to the lateral force resistance structure (3); If the lateral force resisting structure (3) faces the upper plug-in unit (113), the first end of the first connecting member (41) surrounds the two parallel upper plug-ins (113) and overlaps the lower surfaces of the two parallel upper end plates (111); If the lateral force resistance structure (3) faces the lower plug-in unit (123), the first end of the first connecting member (41) surrounds two parallel lower plug-ins (123) and overlaps two parallel lower end plates (121).

9. The staggered modular steel structure building according to claim 3, characterized in that: There are two module connection components (1), namely a first module connection component (1) and a second module connection component (1), wherein the first module connection component (1) is vertically flipped 180° relative to the second module connection component (1), the upper module connection portion (11) of the first module connection component (1) and the lower module connection portion (12) of the second module connection component (1) are connected in parallel and adjacent to each other in a horizontal direction, and the lower module connection portion (12) of the first module connection component (1) and the upper module connection portion (11) of the second module connection component (1) are connected in parallel and adjacent to each other in a horizontal direction; The two module connection components (1) are arranged opposite to the lateral force resistance structure (3); The upper plug-in unit (113) of the first module connection assembly (1) faces the lateral force resistance structure (3), and the lower plug-in unit (123) of the second module connection assembly (1) faces the lateral force resistance structure (3); The anti-side connecting member (4) is arranged in two layers, the anti-side connecting member (4) located in the upper layer is connected to the upper end plate (111) of the first module connection component (1), and the anti-side connecting member (4) located in the lower layer is connected to the lower end plate (121) of the second module connection component (1).

10. The staggered modular steel structure building according to claim 4, characterized in that: The distance between the second connecting member (42) and the third connecting member (43) is adapted to the thickness of the first connecting member (41).

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