Building structure module and construction method thereof

Abstract

The invention discloses a building structure module and a construction method thereof.The building structure module comprises a main body part and a connecting part, the main body part comprises a reinforced concrete structure formed by pouring and tamping concrete through a reinforcement cage, the connecting part comprises a web, a wing plate and other accessories, and the web is connected with the wing plate and other accessories to form a steel plate structure; the reinforcement cage is rooted on the web to form a building structure module, the building structure modules can be connected through the connecting part steel plate structures, meanwhile, a plurality of process holes can be formed in the wing plates, and concrete can be poured and tamped into the connecting part steel plate structures through the process holes to form a steel plate concrete structure. The main body part reinforced concrete structure of the building structure module is low in construction cost, and the connecting part steel plate concrete structure is simple in building module connection construction, so that the respective advantages of the reinforced concrete structure and the steel plate concrete structure are reserved, and the original defects of the reinforced concrete structure and the steel plate concrete structure are overcome; and the construction cost is further reduced while the construction efficiency is effectively improved.

Description

Technical Field

[0001] The invention relates to the technical field of building structure construction, and in particular to a building structure module and a construction method thereof. Background Art

[0002] The use of modular design and construction in building structure construction can effectively improve construction efficiency. At present, one type of modular design and construction is to use steel structure or steel plate concrete structure modules, first prefabricate steel plate structure modules, weld and connect steel plates between modules, and then pour concrete to complete the structure construction. Its advantages are simple construction and convenient module connection, but its disadvantage is that the construction cost of steel structure or steel plate structure is relatively high. Another type is to use reinforced concrete structure modules, first prefabricate steel cage modules or reinforced concrete modules, connect jungle steel bars between modules, and then support and pour concrete to complete the structure construction. Its advantages are low cost and disadvantages are that module connection construction requires the use of special steel bar connection devices to align and connect jungle steel bars. Compared with conventional steel bar mechanical connection sleeves, the connection device structure is complex and the cost is increased, such as a steel bar connection device and its installation method disclosed in the existing patent CN 117306782A.

[0003] The existing patent CN 117306782A discloses a steel bar connection device and an installation method thereof, comprising a first connection member, a second connection member, a first steel bar and a second steel bar, wherein one end of the first connection member is threadedly matched with the first steel bar, and the other end of the first connection member is provided with a clamping groove, and the clamping surface of the clamping groove is perpendicular to the axis of the first connection part; one end of the second connection member is threadedly matched with the second steel bar, and the other end of the second connection member is provided with a clamping head adapted to the slot, and the clamping surface of the clamping head is perpendicular to the axis of the second connection part; the first connection member and the second connection member are connected to each other through the clamping groove and the clamping head, and the clamping groove and the clamping head can slide relative to each other on the clamping surface to adjust the position, so that the first connection member and the second connection can slide relative to each other in a direction perpendicular to the axis of the steel bar, and through the threaded connection between the connection member and the steel bar, the connection member is adjusted along the axis of the steel bar, which is convenient for quickly connecting the first steel bar and the second steel bar with errors.

[0004] The existing patent CN114753646A discloses a steel bar mechanical connection device, which is used to connect a first steel bar and a second steel bar arranged oppositely, wherein an elongated steel bar thread head is processed at the end of the first steel bar, and a steel bar thread head is processed at the end of the second steel bar; the steel bar mechanical connection device comprises a screw sleeve and a connecting sleeve, wherein the internal thread of the screw sleeve can form a second thread connection with the steel bar thread head of the second steel bar, the internal thread of one end of the connecting sleeve can form a first thread connection with the elongated steel bar thread head of the first steel bar, and the internal thread of the other end of the connecting sleeve can form a third thread connection with the external thread of the screw sleeve. The device forms a larger thread pair axial adjustment gap by means of three pairs of mating threads.

[0005] In summary, the above two existing patents do not solve the problem of complex structure and increased cost of the connection device compared with the conventional steel bar mechanical connection sleeve in the existing modular design assembly construction. Summary of the invention

[0006] Based on the above technical problems, the present invention proposes a building structure module and a construction method thereof to solve the problem of complex structure and increased cost of the connection device compared with the conventional steel bar mechanical connection sleeve in the existing modular design assembly construction. The specific technical solution is as follows:

[0007] A building structure module, comprising a main body and a connection part, wherein the main body comprises a steel cage and concrete, wherein the steel cage and the concrete are combined to form a reinforced concrete structure, wherein the connection part comprises a web and a wing plate, wherein the web is connected to the wing plate to form a steel plate structure, wherein the main body is located on a side of the web away from the wing plate, and the jungle steel bars at one end of the steel cage are rooted and connected to the web plate;

[0008] The connection part is a wall connection part or a floor connection part.

[0009] Furthermore, the wall connecting portion is a concave steel plate structure.

[0010] Furthermore, the floor slab connection portion is an L-shaped steel plate structure, a T-shaped steel plate structure or a cross-shaped steel plate structure.

[0011] Furthermore, the floor slab connection portion also includes a connecting piece and a vertical plate, wherein the vertical plate is located on a side of the web away from the steel cage, and the web and the vertical plate are connected via the connecting piece.

[0012] Furthermore, the wing plate may be provided with a plurality of process holes for pouring concrete.

[0013] Furthermore, the rooting connection may be achieved by perforation welding or mechanical connection between the steel bar and a sleeve welded on the web.

[0014] Furthermore, the building structure modules can be connected via the connecting parts.

[0015] The present invention also provides a construction method of a building structure module, which is used to realize the prefabrication and connection construction of the above-mentioned building structure module, and the method specifically comprises:

[0016] S1. Steel plate structure of the connection part of prefabricated building structure modules;

[0017] S2, rooting and connecting the steel bars on the steel plate structure of the connection part, and tying the steel bars to form a steel cage;

[0018] S3, steel cage formwork and concrete pouring to form building structure modules;

[0019] S4, connecting the building structure modules through the steel plate structure of the connection part;

[0020] S5. Pour concrete into the steel plate structure of the connection to complete the construction of the building structure module connection.

[0021] Furthermore, step S1 specifically includes: welding the side ends of the web plate and the side ends of the wing plate to form a connecting portion steel plate structure.

[0022] Furthermore, step S1 specifically includes: welding the side end of the web plate to the side end of the wing plate, the vertical plate is located on one side of the web plate welded to the wing plate, and the vertical plate and the web plate are welded through a connector to form a connecting steel plate structure.

[0023] Furthermore, step S2 specifically includes: rooting and connecting a plurality of steel bars to the web of the steel plate structure, and tying the plurality of steel bars to form a steel cage.

[0024] Furthermore, step S3 specifically includes: supporting a formwork outside the steel cage, and pouring concrete into the steel cage to complete the construction of the main reinforced concrete structure.

[0025] Furthermore, step S4 specifically includes: hoisting the building structure modules, and connecting different building structure modules through the connecting steel plate structure.

[0026] Furthermore, step S5 specifically includes: pouring concrete into the steel plate structure of the connection part through the process holes on the wing plate, closing the process holes, and completing the connection of the building structure modules.

[0027] Furthermore, step S5 specifically includes: pouring concrete into the steel plate structure of the connection part through the process holes on the top of the steel plate structure or on the wing plate of the steel plate structure, closing the process holes, and completing the connection of the building structure modules.

[0028] Based on the above technical solution, compared with the prior art, the present invention has at least the following beneficial effects:

[0029] 1. The present invention provides a building structure module and a construction and assembly method thereof, which uses a large amount of reinforced concrete for the main body, and the construction cost of the reinforced concrete for the main body is relatively low, which can greatly save construction costs.

[0030] 2. The present invention provides a building structure module and a construction and assembly method thereof. A small amount of steel plate structure is used in the connection part, which not only simplifies the connection construction between modules but also further reduces the construction cost.

[0031] 3. The present invention proposes a building structure module and a construction and assembly method thereof, which not only retains the respective advantages of reinforced concrete and steel plate structures but also overcomes their original disadvantages, which is beneficial to improving efficiency and reducing costs.

[0032] 4. The present invention proposes a building structure module and a construction and assembly method thereof. Most of the construction of the building structure module is completed in the prefabrication stage, which significantly reduces the amount of on-site construction, is conducive to improving construction efficiency, and shortens the construction period. BRIEF DESCRIPTION OF THE DRAWINGS

[0033] The accompanying drawings constituting a part of the present invention are used to provide a further understanding of the present invention. The exemplary embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation of the present invention. In the accompanying drawings:

[0034] Figure 1 A structural schematic diagram of a building structure module provided by the present invention;

[0035] Figure 2 A schematic diagram of the structure of an L-shaped building structure module provided by the present invention;

[0036] Figure 3 A schematic diagram of the structure of a T-shaped building structure module provided by the present invention;

[0037] Figure 4 A schematic diagram of the connection between the steel cage and the steel plate structure in Example 2 of the present invention;

[0038] Figure 5 The two wall structure modules in Embodiment 2 of the present invention;

[0039] Figure 6 This is a schematic diagram of the assembly and connection of two wall structure modules in Example 2 of the present invention;

[0040] Figure 7 In Example 2 of the present invention Figure 6 Schematic diagram of the wall after the steel plate concrete is poured after assembly;

[0041] Figure 8 Schematic diagram of the connection between the steel cage and the L-shaped steel plate structure in Example 3 of the present invention;

[0042] Fig. 9 Schematic diagram of the connection between the steel cage and the T-shaped module steel plate structure in Example 3 of the present invention;

[0043] Fig.10 Schematic diagram of a prefabricated L-shaped floor structure module in Example 3 of the present invention;

[0044] Fig.11 This is a schematic diagram of a prefabricated T-shaped floor structure module in Example 3 of the present invention;

[0045] Fig.12 This is a schematic diagram of the connection between the L-shaped floor structure module and the wall structure module in Example 3 of the present invention;

[0046] Fig.13 This is a schematic diagram of the connection between the T-shaped floor structure module and the wall structure module in Example 3 of the present invention.

[0047] Figure numerals: 1-web; 2-wing plate; 3-reinforcement cage; 4-concrete; 5-connector; 6-vertical plate. DETAILED DESCRIPTION

[0048] In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly described below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments in the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention. Unless otherwise defined, all technical and scientific terms used in the present invention have the same meanings as those commonly understood by technicians in the technical field of the present invention; the terms used in the specification of the application in the present invention are only for the purpose of describing specific embodiments, and are not intended to limit the present invention; the terms "including" and "having" in the specification and claims of the present invention and the above-mentioned figure descriptions and any variations thereof are intended to cover non-exclusive inclusions.

[0049] Reference to "embodiments" in the present invention means that a particular feature, structure, or characteristic described in conjunction with the embodiments may be included in at least one embodiment of the present invention. The appearance of the phrase in various locations in the specification does not necessarily refer to the same embodiment, nor is it an independent or alternative embodiment that is mutually exclusive with other embodiments.

[0050] In the description of the present invention, it should be noted that, unless otherwise clearly specified and limited, the terms "installed", "connected", "connected", and "attached" 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 direct connection, or an indirect connection through an intermediate medium, or it can be the internal communication of 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.

[0051] The term "and / or" in the present invention is only a description of the association relationship of the associated objects, indicating that there can be three relationships. For example, A and / or B can represent: A exists alone, A and B exist at the same time, and B exists alone. In addition, the character " / " in the present invention generally indicates that the associated objects before and after are in an "or" relationship.

[0052] In the embodiments of the present invention, the same reference numerals represent the same components, and for the sake of brevity, detailed descriptions of the same components are omitted in different embodiments. It should be understood that the thickness, length, width and other dimensions of various components in the embodiments of the present invention shown in the drawings, as well as the overall thickness, length, width and other dimensions of the integrated device are only exemplary and should not constitute any limitation to the present invention.

[0053] In the description of the present invention, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside", "outside", "clockwise", "counterclockwise", "axial", "radial", "circumferential" and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, and do not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as limiting the present invention.

[0054] In the description of the present invention, “on”, “over” and “above” a first feature from a second feature includes the first feature being directly above and obliquely above the second feature, or simply means that the first feature is horizontally higher than the second feature.

[0055] The term "plurality" used in the present invention refers to two or more (including two).

[0056] Example 1

[0057] In order to solve the problem that the steel bar connection device has a complex structure and increased costs compared with conventional steel bar mechanical connection sleeves in the existing modular design and assembly construction, the present invention proposes the following building structure module and its construction and assembly method:

[0058] See also Figure 1 As shown, it is a wall building structure module proposed in this embodiment, which includes a large number of main parts and a small number of connecting parts. The connecting part is a steel plate structure composed of a web 1 and a wing plate 2, and the main part is a reinforced concrete structure composed of a steel cage 3 and concrete 4.

[0059] Specifically, according to the needs of the building, the web 1 and the wing plate 2 are connected to form a connecting steel plate structure, both of which are flat plates, and the two side ends of the web 1 are respectively connected to one side end of the two wing plates to form a steel plate structure, wherein the web 1 can be vertically connected with the two wing plates 2 to form a concave steel plate structure, and the web 1 can also be placed at an angle. The inclined web can make the concrete poured in the connecting steel plate easier to exhaust and more compact to avoid the formation of voids between the concrete and the steel plate.

[0060] Optionally, the wing plate 2 is provided with a plurality of process holes for pouring concrete.

[0061] Specifically, the steel cage 3 is formed by tying a plurality of steel bars, and the steel cage 3 is supported by formwork and concrete is poured to form the reinforced concrete structure of the main body. The plurality of steel bars in the steel cage 3 are rooted and connected to the web 1 in the steel plate structure, and the steel cage 3 is located on the side of the web away from the wing plate. The steel bars and the web 1 can be mechanically connected by perforated welding or by the steel bars and the sleeves welded on the channel steel web 1. In actual operation, the steel bars are first rooted, connected and tied on the steel plate structure to form the steel cage 3, and then the steel cage is supported by formwork and concrete is poured.

[0062] See also Figure 2 and Figure 3 As shown, it is a floor building structure module proposed in this embodiment, which includes a large number of main parts and a small number of connecting parts. The connecting part is a steel plate structure composed of a web 1, a wing plate 2, a connecting piece 5 and a vertical plate 6, and the main part is a reinforced concrete structure composed of a steel cage 3 and concrete 4.

[0063] For details, see Figure 2 As shown, according to the building requirements, the web 1, the wing plate 2, the connecting member 5 and the vertical plate 6 are connected to form an L-shaped connecting portion steel plate structure, the web 1 is a flat plate, the wing plate 2 is a bent plate, and the connecting member 5 has several long and short pieces, which connect the web 1, the wing plate 2 and the vertical plate 6.

[0064] See also Figure 3 As shown, according to the building requirements, the web 1, the connector 5 and the vertical plate 6 are connected to form a T-shaped module connection steel plate structure. The web 1 is a flat plate, and the connector 5 has several pieces, connecting the web 1 and the vertical plate 6.

[0065] Specifically, the reinforced concrete structure composed of the steel cage 3 and the concrete 4 is the same as the above Figure 1 The wall building structure module is the same as in.

[0066] See also Figure 3 As shown, the vertical plate 6 in the steel plate structure of the T-shaped module connection is changed to a web 1, and the steel cage 3 and concrete 4 are symmetrically arranged on the other side to form a reinforced concrete structure, so that a building structure module of the cross-shaped steel plate structure can be obtained.

[0067] The building structure modules provided in this embodiment can be assembled and connected through the steel plate structure of the connecting part. Since a large amount of reinforced concrete in the main part is combined with a small amount of steel plate concrete in the connecting part, it not only retains the respective advantages of reinforced concrete and steel plate structure, but also simplifies the construction and further reduces the construction cost.

[0068] Example 2

[0069] This embodiment proposes a construction method of a building structure module, which is used to implement the prefabrication and connection of the building structure modules proposed in Example 1. This embodiment is described by taking the connection of two wall structure modules as an example, and specifically includes the following steps:

[0070] S1, steel plate structure of the connection part of the prefabricated wall structure module;

[0071] For details, see Figure 4 As shown, the connecting steel plate structure of the prefabricated wall structure module is made of a web 1 and a wing 2, and the two side ends of the web 1 are welded to the side ends of the two wing 2 to form a steel plate structure with a concave cross section. Among them, the wing 2 is provided with a plurality of process holes for pouring concrete.

[0072] S2, rooting and connecting the steel bars 3 on the steel plate structure web 1 of the connection part, and prefabricating the binding steel bar cage;

[0073] For details, see Figure 4 As shown, multiple steel bars are connected to the side of the web 1 of the steel plate structure away from the flange. The steel bars and the web can be connected by perforation welding or by mechanical connection between the steel bars and the sleeves welded on the web. Then, the multiple steel bars are tied to form a steel cage.

[0074] S3, pouring concrete to form a wall structure module;

[0075] For details, see Figure 5 As shown, a formwork is set up outside the steel cage, and concrete is poured into the steel cage to complete the construction of the main reinforced concrete structure, forming a wall structure module in which the reinforced concrete structure of the main part is combined with the steel plate structure of the connecting part.

[0076] S4, assembling the steel plate structure of the connection part connecting the wall structure modules;

[0077] For details, see Figure 6 As shown, the wall structure modules are hoisted and the two wall structure modules are assembled and connected longitudinally through the steel plate structure of the connecting part. Welding connection or mechanical connection such as flange bolts can be used.

[0078] S5. Pour concrete into the steel plate structure of the connection to complete the connection construction of the wall structure module.

[0079] For details, see Figure 7 As shown, concrete is poured into the steel plate structure of the connection part through the process holes on the wing plate to complete the construction of the steel plate concrete structure of the connection part, and finally the process holes on the wing plate are closed by plate welding or flange bolts to complete the connection of the wall structure module.

[0080] The wall structure modules in the above-mentioned embodiment 1 and embodiment 2 are horizontally arranged to form a floor structure module, and a similar method is used to complete the prefabrication and connection of the floor structure module.

[0081] In this embodiment, the construction order of step S3 and step S4 can be exchanged, and the wall structure module can be hoisted first, and the two wall structure modules can be assembled and connected through the connecting steel plate structure, and then the formwork is supported and concrete is poured into the steel cage to form the main reinforced concrete structure. In this way, the load of hoisting can be reduced when necessary.

[0082] In the installation method of the building structure connection module provided in this embodiment, most of the construction is completed in the prefabrication stage, which significantly reduces the amount of on-site construction, is conducive to improving construction efficiency and shortening the construction period.

[0083] Example 3

[0084] This embodiment proposes a method for installing a building structure connection module, which is used to implement the construction and assembly of the building structure connection module proposed in Example 1. This embodiment is described by taking the connection between the floor structure module and the wall structure module as an example, and specifically includes the following steps:

[0085] S1, steel plate structure of the connection between the prefabricated floor structure module and the wall structure module;

[0086] Specifically, the prefabrication method of the steel plate structure of the connecting portion of the wall structure module is the same as the method of step S1 in Example 2. Figure 8 As shown, the connecting steel plate structure of the L-shaped floor structure module is prefabricated using a web 1, a flange 2, a connecting plate 5 and a vertical plate 6. A bent flange 2 is welded on one side of the web 1. Fig. 9 As shown, the connecting steel plate structure of T-shaped or cross-shaped floor structure modules can also be prefabricated.

[0087] S2. Root and connect the steel bars on the steel plate structure of the connection part, and prefabricate the steel bar cage;

[0088] Specifically, multiple steel bars are rooted and connected to the web 1 of the steel plate structure and the steel bars are all located on the side of the web 1 away from the wing plate 2. The steel bars and the web 1 can be perforated welded or the steel bars can be mechanically connected to the sleeve welded on the web 1, and then the multiple steel bars are tied to form a steel cage.

[0089] S3, pouring concrete to form floor structure modules and wall structure modules;

[0090] For details, see Fig.10 and Fig.11As shown, a formwork is set up outside the steel cage, and concrete is poured into the steel cage to complete the construction of the main reinforced concrete structure, forming a floor structure module of the main reinforced concrete structure combined with the steel plate structure of the connection part.

[0091] S4, assembling the steel plate structure of the connection part connecting the floor structure module and the wall structure module;

[0092] For details, see Fig.12 As shown, the L-shaped floor structure module and the wall structure module are hoisted and assembled. The L-shaped floor structure module is placed horizontally, and the wall structure module is placed longitudinally. The web plate of the L-shaped floor structure module has only the lower welded wing plate. Then, the wall structure module is assembled and connected below the L-shaped floor structure module. The two wing plates of the connecting part of the wall structure module are assembled and connected with the wing plates and the vertical plates of the L-shaped floor structure module accordingly. Welding connection can be adopted, and mechanical connection such as flange bolts can be adopted.

[0093] See also Fig.13 As shown, the T-shaped floor structure module and the wall structure module are hoisted and assembled, and the web plate 1 and the vertical plate 6 in the T-shaped floor structure module are connected to the wing plate 2 of the wall structure module. Then, the wall structure module can be assembled above and below the T-shaped floor structure module. First, the T-shaped floor structure module and the lower wall structure module are assembled and connected, and then the wall structure module is assembled and connected above the T-shaped floor structure module.

[0094] S5. Pour concrete into the steel plate structure at the connection.

[0095] Specifically, in this embodiment, the wing plate 2 of the L-shaped floor structure module may not have a process hole for pouring concrete. After each assembly and connection of the lower wall structure module, concrete can be poured from above the L-shaped and T-shaped steel plate structures, and then the upper wall structure module can be assembled and connected.

[0096] The connection part of the upper wall structure module is still made by pouring concrete into the steel plate structure of the connection part through the process holes on the wing plate, and finally the process holes on the wing plate are closed by plate welding or flange bolts to complete the connection between the wall structure module and the floor structure module.

[0097] In the installation method of the building structure connection module provided in this embodiment, most of the construction is completed in the prefabrication stage, which significantly reduces the amount of on-site construction, is conducive to improving construction efficiency and shortening the construction period.

[0098] Although the embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the claims and their equivalents.

Claims

1. A building structure module, characterized in that: It includes a main body and a connection part, the main body includes a steel cage and concrete, the steel cage and the concrete are combined to form a reinforced concrete structure, the connection part includes a web and a wing plate, the web is connected to the wing plate to form a steel plate structure, the main body is located on the side of the web away from the wing plate, the jungle steel bars at one end of the steel cage are rooted and connected to the web; the connection part is a wall connection part or a floor connection part.

2. The building structure module according to claim 1, characterized in that: The wall connecting part is a concave steel plate structure.

3. The building structure module according to claim 1, characterized in that: The floor slab connection part is an L-shaped steel plate structure, a T-shaped steel plate structure or a cross-shaped steel plate structure.

4. The building structure module according to claim 3, characterized in that: The floor slab connection part also includes a connecting piece and a vertical plate. The vertical plate is located on a side of the web away from the steel cage. The web and the vertical plate are connected by the connecting piece.

5. The building structure module according to claim 1, characterized in that: The wing plate is provided with a plurality of process holes for pouring concrete.

6. The building structure module according to claim 1, characterized in that: The rooting connection can be achieved by perforation welding or mechanical connection of the steel bar and the sleeve welded on the web.

7. The building structure module according to any one of claims 1 to 6, characterized in that: The building structure modules can be connected via the connecting parts.

8. A construction method for building structure modules, used to realize the prefabrication and connection construction of the building structure modules as claimed in any one of claims 1 to 7, characterized in that: The method specifically comprises: S1. Steel plate structure of the connection part of prefabricated building structure modules; S2, rooting and connecting the steel bars on the steel plate structure of the connection part, and tying the steel bars to form a steel cage; S3, steel cage formwork and concrete pouring to form building structure modules; S4, connecting the building structure modules through the steel plate structure of the connection part; S5. Pour concrete into the steel plate structure of the connection to complete the construction of the building structure module connection.

9. The construction method of the building structure module according to claim 8, characterized in that: Step S1 specifically includes: welding the side ends of the web plate and the side ends of the wing plate to form a connecting portion steel plate structure.

10. The construction method of the building structure module according to claim 8, characterized in that: Step S1 specifically includes: welding the side end of the web plate to the side end of the wing plate, the vertical plate is located on one side of the web plate welded to the wing plate, and the vertical plate and the web plate are welded through a connector to form a connecting steel plate structure.

11. The construction method of the building structure module according to claim 8, characterized in that: Step S2 specifically includes: rooting and connecting a plurality of steel bars to the web of the steel plate structure, and tying the plurality of steel bars to form a steel cage.

12. The construction method of the building structure module according to claim 8, characterized in that: Step S3 specifically includes: supporting a formwork outside the steel cage and pouring concrete into the steel cage to complete the construction of the main reinforced concrete structure.

13. The construction method of the building structure module according to claim 8, characterized in that: Step S4 specifically includes: hoisting the building structure modules, and connecting different building structure modules through the connecting steel plate structure.

14. The construction method of the building structure module according to claim 8, characterized in that: Step S5 specifically includes: pouring concrete into the steel plate structure of the connection part through the process holes on the wing plate, closing the process holes, and completing the connection of the building structure modules.

15. The construction method of the building structure module according to claim 8, characterized in that: Step S5 specifically includes: pouring concrete into the steel plate structure of the connection part through the process holes on the top of the steel plate structure or on the wing plate of the steel plate structure, closing the process holes, and completing the connection of the building structure modules.

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