Steel structure wall and modular steel-concrete composite structure building structure

Abstract

The steel structure wall comprises two oppositely arranged wall steel plates, and lattice columns and lattice beams arranged between the two wall steel plates; a first cavity is formed between the two wall steel plates, the two wall steel plates are connected to the lattice columns and / or the lattice beams respectively, and the two wall steel plates are connected through tension bolts. The lattice columns and the lattice beams are arranged in two respectively, the two lattice columns and the two lattice beams form a rectangular frame, and the two lattice columns are opposite and the two lattice beams are opposite. The modular steel-concrete composite building structure comprises a plurality of abutted room modules; each room module comprises a multi-faceted wall and a floor connected to the upper end of the wall, at least one wall of the multi-faceted wall is an outer wall, and the outer wall is the steel structure wall.

Description

Technical Field

[0001] This disclosure relates to the field of steel structure buildings, and more particularly to a steel structure wall and a modular steel-concrete composite building structure. Background Technology

[0002] Currently, steel structure housing is mainly used in low-rise buildings such as villas and new rural housing, accounting for less than 2% of the overall housing market. The main reasons are as follows: 1. Steel structures have poor fire resistance and corrosion resistance, and the cost of ensuring these properties is too high, making steel structure housing significantly more expensive than reinforced concrete buildings; 2. Since steel structure housing is mostly steel frame structure, it has high requirements for unit layout, resulting in serious issues with exposed beams and columns; 3. Due to the poor sound insulation performance of steel, steel structure housing generally has sound insulation problems, affecting the residents' experience; 4. The tensile strength of steel is much stronger than its compressive strength, therefore steel structures are not suitable for high-rise buildings. While reinforced concrete core tubes can be used for public buildings, they lead to a larger shared area in residential buildings.

[0003] Chinese utility model patent CN206737201 U discloses a lattice-type steel tube bundle concrete composite structure. This utility model uses an outer steel tube bundle with internal concrete pouring, solving problems such as steel structure unit layout and shared area issues. It allows for 2-3 floors to be hoisted at once, resulting in faster construction speed. However, this lattice-type steel tube bundle concrete composite structure still has the following problems: 1. Sound insulation issues; 2. Beam and slab installation involves high-altitude work, requiring excessive precision and posing safety risks; 3. Large steel usage, leading to high costs; 4. Only vertical construction is addressed; floor slab construction is complex and takes significantly longer than wall construction, severely impacting overall construction efficiency. Summary of the Invention

[0004] To solve at least one of the above-mentioned technical problems, this disclosure provides a steel structure wall and a modular steel-concrete composite building structure.

[0005] According to one aspect of this disclosure, a steel structure wall includes: two opposing steel plates on the wall, and lattice columns and lattice beams disposed between the two steel plates on the wall;

[0006] A first cavity is formed between the two steel plates on the wall, and the two steel plates on the wall are respectively connected to the lattice column and / or the lattice beam. The two steel plates on the wall are connected by tie bolts.

[0007] Two lattice columns and two lattice beams are provided, forming a rectangular frame with the two lattice columns facing each other and the two lattice beams facing each other.

[0008] According to at least one embodiment of the present disclosure, at least one of the wall steel plates includes an upper steel plate and a lower steel plate arranged sequentially from top to bottom; the upper steel plate and the lower steel plate are joined side by side to form the wall steel plate.

[0009] According to at least one embodiment of this disclosure, the lattice column includes four vertically arranged first angle steels; the four first angle steels are opposite each other in pairs to form a cuboid-shaped second cavity;

[0010] Multiple first connecting plates are provided between any two adjacent first angle steels; each of the two ends of each first connecting plate is connected to the two adjacent first angle steels respectively.

[0011] According to at least one embodiment of this disclosure, the included angle between the first connecting plate and the first angle steel connected thereto is 30°-90°.

[0012] According to at least one embodiment of this disclosure, it further includes: two oppositely arranged side lattice columns and two oppositely arranged side lattice beams;

[0013] The two edge grid columns and the two edge grid beams are all located within the rectangular frame, and the two edge grid columns and the two edge grid beams are connected in sequence to form a rectangular hole;

[0014] Each of the edge lattice columns extends vertically at both ends and connects to two of the lattice beams; each of the edge lattice beams extends horizontally at both ends and connects to two of the edge lattice columns.

[0015] According to at least one embodiment of the present disclosure, the lattice beam includes two horizontally arranged second angle steels and a plurality of second connecting plates disposed between the two second angle steels; the two second angle steels are arranged opposite to each other; and both ends of each second connecting plate are respectively connected to the two second angle steels.

[0016] According to at least one embodiment of this disclosure, the included angle between the second connecting plate and the second angle steel connected thereto is 30°-90°.

[0017] According to at least one embodiment of this disclosure, the first cavity is filled with concrete.

[0018] According to at least one embodiment of this disclosure, both of the wall steel plates are connected to shear-resistant connectors on the side facing the first cavity.

[0019] A modular steel-concrete composite building structure includes multiple interconnected room modules;

[0020] Each of the room modules includes: multiple walls and a floor slab connected to the upper part of the walls, at least one of the multiple walls being an exterior wall, and the exterior wall being a steel structure wall as described in any of the preceding claims.

[0021] According to at least one embodiment of this disclosure, in the multi-faceted wall, except for the outer wall, the remaining walls all include inner wall steel plates, and the multi-faceted wall encloses an indoor space.

[0022] The four ends of the inner wall steel plate facing away from the indoor space are each connected to a third angle steel, and the four third angle steels are joined end to end to form a rectangle.

[0023] According to at least one embodiment of this disclosure, a plurality of fourth angle steels are provided on the side of the inner wall steel plate away from the indoor space, the fourth angle steels are arranged vertically, and the fourth angle steels are located within the four third angle steels.

[0024] According to at least one embodiment of this disclosure, the inner wall steel plate has a plurality of reserved bolt holes on its surface.

[0025] According to at least one embodiment of this disclosure, the joint between two adjacent room modules is the inner wall steel plate, and a third cavity is formed between the inner wall steel plates of the two adjacent room modules. A limiting component is provided in the third cavity, and the limiting component abuts against the two inner wall steel plates forming the third cavity.

[0026] According to at least one embodiment of this disclosure, the third cavity is filled with concrete.

[0027] According to at least one embodiment of this disclosure, a shear-resistant connector is provided on the side of the inner wall steel plate facing the third cavity.

[0028] According to at least one embodiment of this disclosure, the concrete in the first cavity and the concrete in the third cavity are both ordinary concrete, ceramsite concrete, or EPS filler concrete.

[0029] According to at least one embodiment of the present disclosure, the floor slab includes a bottom steel plate, a plurality of upper lattice supports, and two layers of additional reinforcing bars arranged sequentially from top to bottom;

[0030] Multiple lattice supports on the plate are arranged side by side along a first horizontal direction, and the bottom of each of the multiple lattice supports on the plate is connected to the bottom steel plate of the plate;

[0031] The two layers of additional reinforcing bars are respectively connected to the upper and lower parts of the lattice support on the slab.

[0032] According to at least one embodiment of the present disclosure, each of the lattice supports on the plate includes two opposing fifth angle steels and a plurality of third gusset plates disposed between the two fifth angle steels;

[0033] Each of the third gusset plates is connected to one of the two fifth angle steels at each end.

[0034] According to at least one embodiment of this disclosure, each of the fifth angle steels has a reserved hole for the additional reinforcing bar to pass through.

[0035] According to at least one embodiment of this disclosure, the multiple walls enclose an unclosed indoor area;

[0036] The modular steel-concrete composite building structure also includes: multiple under-slab supports; the multiple under-slab supports are respectively set at the top corners of the bottom steel plate, one end of the multiple under-slab supports is detachably connected to the bottom steel plate, and the other end extends downward.

[0037] According to at least one embodiment of this disclosure, it further includes: horizontal support and vertical support;

[0038] One end of the vertical support is detachably connected to the floor slab, and the other end extends downward;

[0039] The two ends of the horizontal support are detachably connected to the lower end of the under-plate support and the outer wall, respectively.

[0040] According to at least one embodiment of this disclosure, each of the walls is connected to an integrated decorative panel;

[0041] The integrated decorative panel has pre-drilled connection holes on its surface;

[0042] A magnetic block is attached to the top corner of the integrated decorative panel.

[0043] According to at least one embodiment of this disclosure, the integrated decorative panel includes a steel plate front panel and an interior panel disposed opposite to each other;

[0044] An insulation board is sandwiched between the steel plate facing panel and the interior facing panel;

[0045] The magnetic block is connected to the steel plate face plate.

[0046] A method for manufacturing a modular steel-concrete composite building structure, used to manufacture the modular steel-concrete composite building structure described in any of the preceding claims, includes component manufacturing steps and construction steps;

[0047] The component fabrication steps include:

[0048] Material preparation: Process angle steel, connecting plates, and steel plates according to size requirements;

[0049] Construction of lattice structures: Angle steel and gusset plates are connected manually or by automated machinery to form lattice columns and lattice beams;

[0050] Constructing steel structure walls: Steel plates are connected to lattice columns and beams manually or automatically, and the steel plates are connected to each other using tie bolts;

[0051] Floor slab fabrication: Reinforcing bars, pipelines, lattice supports, and steel plates are connected manually or by automated machinery;

[0052] Assembly: Assembling steel structure walls and floor slabs into room modules;

[0053] The specific process of construction steps is as follows:

[0054] The room modules were hoisted to the designated locations according to the blueprints;

[0055] Inspect and connect the pipelines by welding or bolting the upper and lower room modules, and / or the steel plates between the room modules;

[0056] Pouring concrete;

[0057] Once the concrete has reached its strength, the removable supports can be removed.

[0058] According to at least one embodiment of this disclosure, in the construction step, the integrated decorative panel is installed after the removable support is removed.

[0059] The beneficial effects of this invention are as follows:

[0060] 1. The modular steel-concrete composite building structure disclosed herein adopts modular production, and is assembled in the factory on a room-by-room basis. The complex on-site steel reinforcement and carpentry work is completely moved to the factory, and only steel structure assembly and concrete pouring need to be completed on-site. The components are industrially produced, and most of them are standard parts, which are convenient to produce and are suitable for current mainstream steel processing machinery, requiring less manpower.

[0061] 2. Concrete is poured into the hollow part of the steel plate afterward. The wall concrete is connected to the floor slab concrete, which has good waterproof performance. Moreover, the steel is cut off by the concrete inside, so there is no sound insulation problem.

[0062] 3. The load-bearing performance of steel structure walls is closer to that of reinforced concrete shear walls. There are no issues with exposed beams or columns. The thickness of steel structure walls is less than that of reinforced concrete shear walls, resulting in a smaller shared area compared to reinforced concrete residential buildings. Furthermore, it can be used in most apartment layouts and has high acceptance in architectural design.

[0063] 4. The integrated decorative panel in this disclosure is convenient for transportation and installation, and can solve the problems of corrosion and fire prevention of steel structures, as well as the problem of difficulty in drilling holes in steel plates.

[0064] 5. The floor slabs in this disclosure do not use a stacking method, reducing the overall weight of the modules and facilitating transportation and adjustment. The placement and processing of reinforcing bars are convenient, and the connections between pipelines are reliable. Attached Figure Description

[0065] The accompanying drawings illustrate exemplary embodiments of the present disclosure and, together with the description thereof, serve to explain the principles of the present disclosure. These drawings are included to provide a further understanding of the present disclosure and are incorporated in and constitute a part of this specification.

[0066] Figure 1 This is a schematic diagram of a modular steel-concrete composite building structure according to an embodiment of the present disclosure.

[0067] Figure 2 yes Figure 1 The diagram shown is an exploded view of the modular steel-concrete composite building structure.

[0068] Figure 3 This is a structural diagram of a steel structure wall based on the present disclosure (steel plates on the wall are omitted).

[0069] Figure 4 This is a structural schematic diagram of the steel structure wall according to this disclosure.

[0070] Figure 5 yes Figure 4 The diagram shown is a structural schematic of the steel structure wall after omitting the lower steel plate.

[0071] Figure 6 yes Figure 1 The diagram shows the structural schematic of the floor slab in the modular steel-concrete composite building structure.

[0072] Figure 7 yes Figure 1 The diagram shows a first embodiment of the room module in the modular steel-concrete composite building structure.

[0073] Figure 8 yes Figure 1 The diagram shows a second embodiment of the room module in the modular steel-concrete composite building structure.

[0074] Figure 9 yes Figure 4 The diagram shows a structural schematic of the lattice column in the steel structure wall.

[0075] Figure 10 yes Figure 1 The diagram shows the integrated decorative panel structure in the modular steel-concrete composite building structure.

[0076] Figure 11 yes Figure 1The diagram shows the structural connection between two room modules in a modular steel-concrete composite building structure.

[0077] Figure reference numerals: 1-Lattice column; 1a-First angle steel; 1b-First connecting plate; 2-Lattice beam; 2a-Second angle steel; 2b-Second connecting plate; 3-Steel plate on the wall; 3a-Upper steel plate; 3b-Lower steel plate; 4-Tie bolt; 5-First cavity; 6-Rectangular hole; 7-Side lattice column; 8-Side lattice beam; 9-Inner wall steel plate; 10-Sealing plate; 11-Lattice support on the plate; 12-Fifth angle steel; 13-Third connecting plate; 14-Bottom steel plate; 15-Additional reinforcement; 16-Electrical conduit; 17-Water supply and drainage riser; 1 8-Water supply and drainage horizontal pipe; 19-Steel plate panel; 20-Insulation board; 21-Indoor panel; 22-Reserved connection hole; 23-Magnetic block; 24-Steel structure wall; 25-Floor slab; 26-Horizontal support; 27-Vertical support; 28-Under-slab support; 29-Third angle steel; 30-Fourth angle steel; 31-Secondary bedroom module; 32-Bathroom module; 33-Master bedroom module; 34-Living room module; 35-Elevator module; 36-Staircase module; 37-Kitchen module; 38-Third cavity; 39-Limiting component. Detailed Implementation

[0078] The present disclosure will now be described in further detail with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are for illustrative purposes only and are not intended to limit the scope of the disclosure. Furthermore, it should be noted that, for ease of description, only the parts relevant to the present disclosure are shown in the accompanying drawings.

[0079] It should be noted that, where there is no conflict, the embodiments and features described in this disclosure can be combined with each other. This disclosure will now be described in detail with reference to the accompanying drawings and embodiments.

[0080] like Figure 3 , 4 As shown in Figure 5, according to the first embodiment of this disclosure, a steel structure wall 24 is provided, comprising: two opposing steel plates 3 on the wall, and lattice columns 1 and lattice beams 2 disposed between the two steel plates 3; a first cavity 5 is formed between the two steel plates 3, and the two steel plates 3 are respectively connected to the lattice columns 1 and / or the lattice beams 2, and the two steel plates 3 are connected by tie bolts 4; two lattice columns 1 and two lattice beams 2 are respectively provided, the two lattice columns 1 and the two lattice beams 2 form a rectangular frame, and the two lattice columns 1 are opposite to each other, and the two lattice beams 2 are opposite to each other.

[0081] The steel plate 3 on the wall can be connected to the lattice column 1 and / or lattice beam 2 by welding or bolting; the two steel plates 3 on the wall are connected together by tie bolts 4 so that the surfaces of the two steel plates 3 on the wall are as flat as possible.

[0082] In one implementation, such as Figure 4 As shown, at least one of the steel plates 3 on the wall may include an upper steel plate 3a and a lower steel plate 3b arranged sequentially from top to bottom; the upper steel plate 3a and the lower steel plate 3b are joined side by side to form the steel plate 3 on the wall. Thus, when connecting the upper and lower steel structure walls 24 or adjusting the height, the lower steel plate 3b can be removed to allow tools to be inserted into the first cavity 5 for operation. After installation, the lower steel plate 3b is connected to the lattice column 1 and / or lattice beam 2 by welding or bolting.

[0083] In one implementation, such as Figure 9 As shown, the lattice column 1 includes four vertically arranged first angle steels 1a; the four first angle steels 1a are paired opposite each other to form a cuboid-shaped second cavity; multiple first connecting plates 1b are provided between any two adjacent first angle steels 1a; each first connecting plate 1b is connected to two adjacent first angle steels 1a at both ends. In this embodiment, the first angle steels 1a are equilateral angle steels with a width of 20-75mm and a thickness of 3-10mm; the first connecting plates 1b are steel plates with a length of 180-400mm and a thickness of 3-10mm; the first connecting plates 1b are connected to two adjacent first angle steels 1a by welding. The lattice columns 1 between the steel structure walls 24 can be connected together by welding or bolting.

[0084] In one embodiment, the included angle between the first connecting plate 1b and the first angle steel 1a connected thereto is 30°-90°.

[0085] In one implementation, such as Figure 3 As shown, it also includes: two opposing lattice columns 7 and two opposing lattice beams 8; both the two lattice columns 7 and the two lattice beams 8 are located within a rectangular frame, and the two lattice columns 7 and the two lattice beams 8 are connected sequentially to form a rectangular opening 6; both ends of each lattice column 7 extend vertically and connect to the two lattice beams 2; and / or, both ends of each lattice beam 8 extend horizontally and connect to the two lattice columns 7. Figure 5 As shown, sealing plates 10 are welded to the four side walls of the rectangular hole 6 to form a hole structure such as a door or window.

[0086] In one implementation, such as Figure 3As shown, the lattice beam 2 includes two horizontally arranged second angle steels 2a and a plurality of second connecting plates 2b disposed between the two second angle steels 2a; the two second angle steels 2a are arranged opposite each other; each end of the second connecting plate 2b is connected to the two second angle steels 2a respectively. In this embodiment, the second angle steels 2a are equilateral angle steels with a width of 20-75mm and a thickness of 3-10mm; the second connecting plates 2b are steel plates with a length of 180-400mm and a thickness of 3-10mm; the second connecting plates 2b are connected to the two adjacent second angle steels 2a by welding. The lattice beams 2 between the steel structure walls 24 can all be connected together by welding or bolting.

[0087] In one embodiment, the included angle between the second connecting plate 2b and the second angle steel 2a connected thereto is 30°-90°.

[0088] In one embodiment, the first cavity 5 is filled with concrete to achieve waterproofing and sound insulation. The concrete can be ordinary concrete, or it can be ceramsite concrete or EPS filler concrete.

[0089] In one embodiment, shear connectors are attached to the side of the steel plate 3 facing the first cavity 5 to ensure a reliable connection between the steel plate 3 and the concrete. Shear connectors include, but are not limited to, rivets and shear studs.

[0090] like Figure 1 , 2 As shown in Figure 7, this disclosure also provides a modular steel-concrete composite building structure, including multiple connected room modules; the room modules are functionally divided into a living room module 34, a bedroom module, a bathroom module 32, a kitchen module 37, a staircase module 36, and an elevator module 35; each room module includes: multiple walls and a floor slab 25 connected to the upper end of the walls, at least one of the multiple walls is an exterior wall, and the exterior wall is a steel structure wall 24 as described above.

[0091] In one implementation, such as Figure 8 As shown, in the multi-wall structure, except for the outer wall, all other walls include inner wall steel plates 9, which enclose the interior space. Each of the four ends of the inner wall steel plate 9 facing away from the interior space is connected to a third angle steel 29, which are joined end-to-end to form a rectangle. By incorporating four third angle steels 29 into the inner wall steel plate 9, its bending strength is increased, preventing warping and deformation when connecting the inner wall steel plates 9 corresponding to two room modules.

[0092] When the inner wall steel plate 9 does not require reinforcement, two of the four third angle steels 29 are arranged at the junction of the inner wall steel plate 9 and the wall, thereby connecting the inner wall steel plate 9 and the corresponding wall through the third angle steels 29 at the junction. It should be noted that the wall here refers to either the inner wall steel plate 9 or the outer wall. That is, when the inner wall steel plate 9 is connected to the outer wall, the third angle steel 29 is set at the junction of the inner wall steel plate 9 and the outer wall; when the inner wall steel plates 9 are connected to each other, the third angle steel 29 is set between the inner wall steel plates 9.

[0093] When the inner wall steel plate 9 needs reinforcement, such as Figure 8 As shown, multiple fourth angle steels 30 are provided on the side of the inner wall steel plate 9 away from the indoor space. The fourth angle steels 30 are arranged vertically and are located within the four third angle steels 29.

[0094] When steel structure walls 24 are assembled into room modules, if there are two or more steel structure walls 24, the lattice column 1 of one steel structure wall 24 can abut against the steel plate 3 on the wall of another steel structure wall 24; or, as... Figure 8 As shown, a rectangular cavity is formed between the lattice columns 1 of two adjacent steel structure walls 24, and the lattice columns 1 are placed inside the rectangular cavity.

[0095] In one embodiment, the inner wall steel plate 9 has multiple reserved bolt holes on its surface, so that when connecting two room modules, the inner wall steel plates 9 corresponding to the two room modules can be connected together by tie bolts 4.

[0096] In one implementation, such as Figure 11 As shown, the joints between two adjacent room modules are both made of inner wall steel plates 9. A third cavity 38 is formed between the inner wall steel plates 9 of the two adjacent room modules. A limiting component 39 is provided in the third cavity 38, and the limiting component 39 abuts against the two inner wall steel plates 9 forming the third cavity 38. In one embodiment, the limiting component can be the aforementioned lattice column 1, so that the inner wall steel plates 9 and lattice column 1 at the joint of the two room modules form a structure similar to a steel structure wall 24. On this basis, the two inner wall steel plates 9 forming the third cavity 38 are connected by tie bolts 4. In one embodiment, concrete is poured into the third cavity 38 to achieve waterproofing and sound insulation. The concrete can be one of ordinary concrete, ceramsite concrete, or EPS filler concrete. On this basis, a shear connector is provided on the side of the inner wall steel plate 9 facing the third cavity 38 to ensure a reliable connection between the inner wall steel plate 9 and the concrete. The shear connector includes, but is not limited to, rivets, shear studs, etc.

[0097] In one implementation, such as Figure 6As shown, the floor slab 25 includes a bottom steel plate 14, multiple upper lattice supports 11, and two layers of additional reinforcing bars 15 arranged sequentially from top to bottom. The multiple upper lattice supports 11 are arranged side by side along a first horizontal direction, and the bottom of each upper lattice support 11 is connected to the bottom steel plate 14. The two layers of additional reinforcing bars 15 are respectively connected to the upper and lower parts of the upper lattice supports. Compared with the composite floor slab 25, the floor slab 25 of this embodiment has a lower overall weight and is easier to transport and adjust.

[0098] In one implementation, such as Figure 6 As shown, each lattice support 11 on the slab includes two opposing fifth angle steels 12 and multiple third gusset plates 13 positioned between the two fifth angle steels 12; both ends of each third gusset plate 13 are connected to the two fifth angle steels 12 respectively. Water supply and drainage pipes, electrical conduits 16, and other equipment pipelines can be pre-laid on the floor slab 25. The electrical conduits 16 can pass through the gaps between the third gusset plates 13. The water supply and drainage pipes include water supply and drainage risers 17 and water supply and drainage horizontal pipes 18. The water supply and drainage horizontal pipes can be arranged between the additional reinforcing bars 15 on both sides, and the water supply and drainage risers 17 are vertically inserted into the bottom steel plate 14 of the slab.

[0099] In one embodiment, each fifth angle steel 12 is provided with a reserved hole for the additional reinforcing bar 15 to pass through, so as to facilitate the arrangement of the additional reinforcing bar 15.

[0100] In another implementation, such as Figure 7 As shown, multiple walls enclose an open interior area; the modular steel-concrete composite structure also includes multiple under-slab supports 28; the multiple under-slab supports 28 are respectively set at the top corners of the bottom steel plate 14, one end of the multiple under-slab supports 28 is detachably connected to the bottom steel plate 14, and the other end extends downward. By setting the under-slab supports 28, the deformation of the floor slab 25 during installation is greatly reduced.

[0101] In one implementation, such as Figure 7 As shown, it also includes: horizontal support 26 and vertical support 27; one end of the vertical support 27 is detachably connected to the floor slab 25, and the other end extends downward; both ends of the horizontal support 26 are detachably connected to the lower end of the under-slab support 28 and the exterior wall, respectively. The installation of horizontal support 26 and vertical support 27 ensures safe transportation and hoisting. After the poured concrete reaches 75% strength, the horizontal support 26 and vertical support 27 will be removed.

[0102] Each wall is connected with an integrated decorative panel; such as Figure 10As shown, the integrated decorative panel has pre-drilled connection holes 22 on its surface; magnetic blocks 23 are attached to the top corners of the integrated decorative panel. By setting the pre-drilled connection holes 22, the integrated decorative panel can be connected to the wall steel plate 3 or the inner wall steel plate 9 using connecting parts such as tie bolts 4. By setting the magnetic blocks 23 at the top corners of the integrated decorative panel, it is ensured that the integrated decorative panel does not warp when connected to the wall steel plate 3 or the inner wall steel plate 9.

[0103] In one implementation, such as Figure 10 As shown, the integrated decorative panel includes a steel plate front panel 19 and an interior front panel 21 arranged opposite to each other; an insulation board 20 is sandwiched between the steel plate front panel 19 and the interior front panel 21; a magnetic block 23 is connected to the steel plate front panel 19. This enables the integrated decorative panel to have a thermal insulation function.

[0104] This disclosure provides a method for manufacturing a modular steel-concrete composite building structure, used to manufacture the modular steel-concrete composite building structure described in any of the preceding claims, including component manufacturing steps and construction steps;

[0105] The component fabrication steps include:

[0106] Material preparation: Process angle steel, gusset plates and steel plates according to size requirements; the angle steel here refers to the first to fifth angle steel 12 mentioned above; the gusset plates refer to the first to third gusset plates mentioned above; the steel plates refer to the steel plates on the wall 3, the steel plates on the inner wall 9 and the steel plates on the bottom of the plate 14 mentioned above.

[0107] Construction of the lattice structure: Angle steel and gusset plates are connected manually or by automatic machinery to form lattice columns 1 and lattice beams 2;

[0108] Constructing steel structure walls 24: Connecting steel plates to lattice columns 1 and lattice beams 2 manually or automatically, and connecting the steel plates with tie bolts 4;

[0109] Fabrication of floor slab 25: The steel bars, pipelines, lattice supports 11 on the slab and steel plates are connected by manual or automatic machinery; it should be noted that the structure of the lattice supports 11 on the slab 25 is the same as that of the lattice beam 2.

[0110] Assembly: Assemble the steel structure wall 24 and floor slab 25 into room modules;

[0111] The specific process of construction steps is as follows:

[0112] The room modules were hoisted to the designated locations according to the blueprints;

[0113] Inspect and connect the pipelines by welding or bolting the upper and lower room modules, and / or the steel plates between the room modules;

[0114] Pouring concrete;

[0115] Once the concrete has reached its strength, the removable supports are removed. Here, the removable supports refer to the horizontal supports 26, the vertical supports 27, and the under-slab supports 28.

[0116] In one implementation, during the construction process, the integrated decorative panel is installed after the removable support is removed.

[0117] In the description of this specification, the references to terms such as "one embodiment / mode," "some embodiments / modes," "example," "specific example," or "some examples," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment / mode or example is included in at least one embodiment / mode or example of this application. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment / mode or example. Moreover, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments / modes or examples. Furthermore, without contradiction, those skilled in the art can combine and integrate the different embodiments / modes or examples described in this specification, as well as the features of different embodiments / modes or examples.

[0118] Furthermore, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one of that feature. In the description of this application, "multiple" means at least two, such as two, three, etc., unless otherwise explicitly specified.

[0119] Those skilled in the art should understand that the above embodiments are merely for illustrating the present disclosure and are not intended to limit the scope of the disclosure. Those skilled in the art can make other changes or modifications based on the above disclosure, and these changes or modifications still fall within the scope of the present disclosure.

Claims

1. A steel structure wall, characterized in that, include: Two opposing steel plates (3) on the wall, and lattice columns (1) and lattice beams (2) both set between the two steel plates (3) on the wall; A first cavity (5) is formed between the two wall steel plates (3), and the two wall steel plates (3) are respectively connected to the lattice column (1) and / or the lattice beam (2), and the two wall steel plates (3) are connected by tie bolts (4); Two lattice columns (1) and two lattice beams (2) are provided respectively. The two lattice columns (1) and the two lattice beams (2) form a rectangular frame, and the two lattice columns (1) are opposite to each other and the two lattice beams (2) are opposite to each other. At least one of the wall steel plates (3) includes an upper steel plate (3a) and a lower steel plate (3b) arranged sequentially from top to bottom; the upper steel plate (3a) and the lower steel plate (3b) are joined side by side to form the wall steel plate (3); The lattice column (1) includes four vertically arranged first angle steels (1a); the four first angle steels (1a) are opposite each other in pairs to form a cuboid-shaped second cavity; Multiple first connecting plates (1b) are provided between any two adjacent first angle steels (1a); both ends of each first connecting plate (1b) are respectively connected to the two adjacent first angle steels (1a); The included angle between the first connecting plate (1b) and the first angle steel (1a) connected thereto is 30°–90°; The lattice beam (2) includes two horizontally arranged second angle steels (2a) and a plurality of second connecting plates (2b) arranged between the two second angle steels (2a); the two second angle steels (2a) are arranged opposite to each other; both ends of each second connecting plate (2b) are respectively connected to the two second angle steels (2a); The included angle between the second connecting plate (2b) and the second angle steel (2a) connected thereto is 30°–90°.

2. The steel structure wall as described in claim 1, characterized in that, It also includes: two oppositely arranged edge grid columns (7) and two oppositely arranged edge grid beams (8); The two side grid columns (7) and the two side grid beams (8) are all located within the rectangular frame, and the two side grid columns (7) and the two side grid beams (8) are connected in sequence to form a rectangular hole (6); Each of the two ends of the edge lattice column (7) extends vertically and connects to the two lattice beams (2); each of the two ends of the edge lattice beam (8) extends horizontally and connects to the two edge lattice columns (7).

3. The steel structure wall as described in claim 1, characterized in that, The first cavity (5) is filled with concrete.

4. The steel structure wall as described in claim 3, characterized in that, Both of the steel plates (3) on the wall are connected to shear connectors on the side facing the first cavity (5).

5. A modular steel-concrete composite building structure, characterized in that, Includes multiple docking room modules; Each of the room modules includes: multiple walls and a floor slab (25) connected to the upper end of the walls, at least one of the multiple walls being an exterior wall, the exterior wall being a steel structure wall as described in any one of claims 1-4; In the multi-faceted wall, except for the outer wall, the other walls all include inner wall steel plates (9), and the multi-faceted wall encloses the indoor space; The inner wall steel plate (9) is connected to four ends of the side facing away from the indoor space with third angle steel (29), and the four third angle steel (29) are connected end to end to form a rectangle. The inner wall steel plate (9) has multiple fourth angle steels (30) on the side away from the indoor space. The fourth angle steels (30) are arranged vertically and are located within the four third angle steels (29). The inner wall steel plate (9) has multiple reserved bolt holes on its surface; The connection point of the two adjacent room modules is the inner wall steel plate (9), and a third cavity (38) is formed between the inner wall steel plates (9) of the two adjacent room modules. A limiting component (39) is provided in the third cavity (38), and the limiting component (39) abuts against the two inner wall steel plates (9) that form the third cavity (38).

6. The modular steel-concrete composite building structure as described in claim 5, characterized in that, The third cavity is filled with concrete.

7. The modular steel-concrete composite building structure as described in claim 6, characterized in that, The inner wall steel plate (9) is provided with a shear connector on the side facing the third cavity.

8. The modular steel-concrete composite building structure as described in claim 7, characterized in that, The concrete in the first cavity (5) and the concrete in the third cavity are both ordinary concrete, ceramsite concrete, or EPS filler concrete.

9. The modular steel-concrete composite building structure as described in claim 6, characterized in that, The floor slab (25) includes a bottom steel plate (14), multiple upper lattice supports (11), and two layers of additional steel bars (15) arranged from top to bottom; Multiple lattice supports (11) on the plate are arranged side by side along the first horizontal direction, and the bottom of each of the multiple lattice supports (11) on the plate is connected to the bottom steel plate (14). The two layers of additional reinforcing bars (15) are respectively connected to the upper and lower parts of the lattice support on the plate.

10. The modular steel-concrete composite building structure as described in claim 9, characterized in that, Each of the lattice supports (11) on the plate includes two opposing fifth angle steels (12) and a plurality of third gusset plates (13) disposed between the two fifth angle steels (12); Each of the third gusset plates (13) is connected to two of the fifth angle steels (12) at both ends.

11. The modular steel-concrete composite building structure as described in claim 10, characterized in that, Each of the fifth angle steels (12) has a reserved hole through which the additional reinforcing bars (15) pass.

12. The modular steel-concrete composite building structure as described in claim 9, characterized in that, The walls described above enclose an open interior area; The modular steel-concrete composite building structure also includes: multiple under-slab supports (28); the multiple under-slab supports (28) are respectively set at the top corner of the bottom steel plate (14), one end of the multiple under-slab supports (28) is detachably connected to the bottom steel plate (14), and the other end extends downward.

13. The modular steel-concrete composite building structure as described in claim 12, characterized in that, Also includes: Horizontal supports (26) and vertical supports (27); One end of the vertical support (27) is detachably connected to the floor slab (25), and the other end extends downward; The two ends of the horizontal support (26) are detachably connected to the lower end of the under-plate support (28) and the outer wall, respectively.

14. The modular steel-concrete composite building structure as described in claim 5, characterized in that, Each of the aforementioned walls is connected to an integrated decorative panel; The integrated decorative panel has a reserved connection hole (22) on its surface; A magnetic block (23) is connected to the top corner of the integrated decorative panel.

15. The modular steel-concrete composite building structure as described in claim 14, characterized in that, The integrated decorative panel includes a steel plate front panel (19) and an interior front panel (21) arranged opposite to each other; An insulation board (20) is sandwiched between the steel plate facing panel (19) and the interior facing panel (21); The magnetic block (23) is connected to the steel plate face plate (19).

16. A method for manufacturing a modular steel-concrete composite building structure, characterized in that, The method for manufacturing a modular steel-concrete composite building structure as described in any one of claims 5-15 includes component manufacturing steps and construction steps. The component fabrication steps include: Material preparation: Process angle steel, connecting plates, and steel plates according to size requirements; Construction of lattice structure: Angle steel and gusset plates are connected manually or automatically to form lattice columns (1) and lattice beams (2); Constructing steel structure walls (24): Connecting steel plates to lattice columns (1) and lattice beams (2) by manual or automatic machinery, and connecting steel plates with tie bolts (4); Fabrication of floor slabs (25): Reinforcing bars, pipelines, lattice supports (11) on the slab, and steel plates are connected by manual or automatic machinery; Assembly: Assemble the steel structure walls (24) and floor slabs (25) into room modules; The specific process of construction steps is as follows: The room modules were hoisted to the designated locations according to the blueprints; Inspect and connect the pipelines by welding or bolting the upper and lower room modules, and / or the steel plates between the room modules; Pouring concrete; Once the concrete has reached its strength, the removable supports can be removed.

17. The method for manufacturing a modular steel-concrete composite building structure as described in claim 16, characterized in that, During the construction process, the removable supports are removed before the integrated decorative panels are installed.

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