Wall mold double-pulling structure and wall body of concrete module box

Abstract

The utility model relates to the technical field of modularization building technology, especially to a wall mould counter draw structure and wall of concrete module box, the wall mould counter draw structure of concrete module box includes ribbed concrete wall mould and superimposed concrete wall mould. Ribbed concrete wall mould includes the inner hem flange channel steel preburied in the ribbed slab, and the opening end face of inner hem flange channel steel is flush with the outer surface of ribbed slab. A plurality of counter draw assemblies are fixedly connected on superimposed concrete wall mould, and the end of counter draw assembly away from superimposed concrete wall mould is detachably connected with inner hem flange channel steel, and one inner hem flange channel steel is connected with a plurality of counter draw assemblies. Its beneficial effect is, compared with the prior art, the utility model can realize the counter draw of wall mould between different modules, and the counter draw process does not need to open the counter draw hole on the wall mould, which guarantees the convenience of module installation, solves the wall mould expansion and cracking problem during the concrete pouring of wall, satisfies the rapid construction, and guarantees the structural performance.

Description

TECHNICAL FIELD

[0001] The utility model relates to modularization building technical field especially relates to a wall mould of concrete module box body is to the structure of wall body. BACKGROUND

[0002] Modularization building is a kind of building type that is more and more popular in present building industry, and the box type concrete module is one of the main types of modularization building, and its characteristics are that the components of concrete module can be used as permanent formwork for main structure concrete pouring, can ensure that the mechanical properties of structure system reach "equal to cast-in-place" structure system, and is the main direction of future development of modularization building.

[0003] Among them, when the wall mould of box type concrete module is used as permanent formwork for shear wall pouring, it is prone to swelling and cracking when bearing concrete lateral pressure during pouring due to its thin thickness, which seriously affects the engineering effect. The prior art is to provide holes on the opposite modules and realize the pull of wall moulds by pull bolts, but due to the holes, it is often difficult to accurately position the pull holes, which causes difficulty in module installation, causes delay in construction period and affects engineering quality.

[0004] Therefore, there is an urgent need for a wall mould pull structure and wall body of concrete module box body that can accurately position and prevent slurry leakage. UTILITY MODEL CONTENT

[0005] (I) Technical problem to be solved

[0006] In view of the above-mentioned shortcomings and deficiencies of the prior art, the utility model provides a wall mould pull structure and wall body of concrete module box body, which solves the technical problem of slurry leakage and difficult accurate positioning in the prior art.

[0007] (II) Technical scheme

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

[0009] On the one hand, the utility model embodiment provides a wall mould pull structure of concrete module box body, which comprises ribbed concrete wall mould and laminated concrete wall mould;The ribbed concrete wall mould comprises an inner flanged channel steel embedded in the ribbed slab, and the opening end face of the inner flanged channel steel is flush with the outer surface of the ribbed slab;The laminated concrete wall mould is fixedly connected with a plurality of pull components, one end of the pull component away from the laminated concrete wall mould is detachably connected with the inner flanged channel steel, and one inner flanged channel steel is connected with a plurality of pull components.

[0010] Optionally, the inner hemming channel steel is provided with a plurality of groups of tie rods on two sides, the tie rods are embedded in the ribbed concrete wall mold, one end of the tie rods is fixedly connected to the inner hemming channel steel, and the tie rods extend away from the inner hemming channel steel in a direction parallel to the ribbed concrete wall mold; or the inner hemming channel steel is provided with a plurality of groups of steel bars on two sides, the steel bars are embedded in the ribbed concrete wall mold, one end of the steel bars is fixedly connected to the inner hemming channel steel, the steel bars extend away from the inner hemming channel steel in a direction parallel to the ribbed concrete wall mold, and after extending for a certain length, the steel bars are bent and inclined away from the composite concrete wall mold, and then extend away from the inner hemming channel steel in a direction parallel to the ribbed concrete wall mold.

[0011] Optionally, the inner hemming channel steel is configured to be inwardly bent to a tapered shape toward the opening end, and fixed connecting steel bars are arranged on the two sides of the inner hemming channel steel; or the inner hemming channel steel is configured to have the outer ends of the two steel plates extending perpendicularly towards each other to form an opening, and fixed connecting tie rods are arranged on the two sides of the inner hemming channel steel.

[0012] Optionally, the counter-pulling assembly comprises a pre-embedded plate, a counter-pulling rod and a counter-pulling plate, the pre-embedded plate is embedded in the composite concrete wall mold and fixedly connected to one end of the counter-pulling rod, the other end of the counter-pulling rod is fixedly connected to the counter-pulling plate, the counter-pulling rod passes through the opening of the inner hemming channel steel, and the counter-pulling plate is nested in the inner hemming channel steel.

[0013] Optionally, the composite concrete wall mold further comprises a steel mesh, the steel mesh is embedded inside the composite concrete wall mold and fixedly connected to the pre-embedded plate.

[0014] Optionally, the composite concrete wall mold further comprises a truss steel bar, the truss steel bar is distributed on two sides of the counter-pulling assembly and fixedly connected to the steel mesh.

[0015] Optionally, the composite concrete wall mold further comprises a steel cage, the steel cage is fixedly connected to the counter-pulling rod and the truss steel bar.

[0016] Optionally, the counter-pulling plates of a plurality of counter-pulling assemblies are nested in the inner hemming channel steel, and the fine adjustment counter-pulling assembly keeps the distances between all the counter-pulling assemblies and the ribbed concrete wall mold and the composite concrete wall mold the same.

[0017] Optionally, the counter-pulling assembly is composed of a pre-embedded plate, a counter-pulling rod and a counter-pulling plate, and the pre-embedded plate, the counter-pulling rod and the counter-pulling plate are made of steel.

[0018] In a second aspect, the utility model provides a wall body, which comprises a wall mold counter-pulling structure of a concrete mold box body; the wall body comprises an outer side formwork fixedly connected between two sides of a ribbed concrete wall mold and a composite concrete wall mold, the outer side formwork and the ribbed concrete wall mold and the composite concrete wall mold form a wall body pouring space, and the ribbed concrete wall mold and the composite concrete wall mold are connected into one by pouring concrete into the pouring space.

[0019] (Three) beneficial effects

[0020] The wall module counter-pulling structure and the wall body have the advantages that the wall module counter-pulling structure can realize counter-pulling of wall modules between different modules, and the counter-pulling process does not need to open a counter-pulling hole on the wall module, thereby ensuring the convenience of module installation, solving the problems of wall module expansion and cracking during concrete pouring of the wall body, meeting the requirement of rapid construction, and ensuring the structural performance.

[0021] The wall module counter-pulling structure and the wall body have the advantages that the wall module counter-pulling structure can realize counter-pulling of wall modules between different modules, and the counter-pulling process does not need to open a counter-pulling hole on the wall module, thereby ensuring the convenience of module installation, solving the problems of wall module expansion and cracking during concrete pouring of the wall body, meeting the requirement of rapid construction, and ensuring the structural performance. BRIEF DESCRIPTION OF DRAWINGS

[0022] Figure 1 FIG. 1 is a partial schematic view of an embodiment 1 of the wall body of the present application, wherein the wall module counter-pulling structure is shown in perspective for clarity of structure;

[0023] Figure 2 FIG. 2 is a structural schematic view of the laminated concrete wall module 2 of the wall module counter-pulling structure in the wall body shown in FIG. 1; Figure 1

[0024] Figure 3 FIG. 3 is a structural schematic view of the ribbed concrete wall module 1 of the wall module counter-pulling structure in the wall body shown in FIG. 1; Figure 1

[0025] Figure 4 FIG. 4 is a partial schematic view of the inner flange groove steel 4 connecting the bolt rod 6 of the wall module counter-pulling structure in the wall body shown in FIG. 1; Figure 1

[0026] Figure 5 FIG. 5 is a partial schematic view of an embodiment 2 of the wall body of the present application, wherein only the inner flange groove steel 4 connecting the reinforcing steel 7 is shown.

[0027] REFERENCE SIGNS

[0028] 1: ribbed concrete wall module;

[0029] 2: laminated concrete wall module;

[0030] 3: rib plate;

[0031] 4: inner flange groove steel;

[0032] 5: counter-pulling assembly; 51: embedded plate; 52: counter-pulling rod; 53: counter-pulling plate;

[0033] 6: bolt rod;​​​

[0034] 7: rebar;

[0035] 8: rebar mesh;

[0036] 9: truss rebar;

[0037] 10: rebar cage. DETAILED DESCRIPTION

[0038] In order to better explain the utility model, so as to facilitate understanding, below, combining with the drawings, through specific embodiments, the utility model is described in detail.

[0039] Example 1

[0040] Referring to Figures 1 to 4 , the embodiment provides a wall module counter-pulling structure and wall body of a concrete module box body, used for the connection and fixing of two concrete module box bodies. Specifically, the wall module counter-pulling structure and wall body of the concrete module box body of the embodiment include a ribbed concrete wall module 1 and a composite concrete wall module 2, which are described in detail as follows.

[0041] The ribbed concrete wall module 1 in the embodiment includes a rib plate 3 extending in the vertical direction. The ribbed concrete wall module 1 includes an inner flanged channel steel 4 embedded in the rib plate 3, and the opening end face of the inner flanged channel steel 4 is flush with the outer surface of the rib plate 3. A plurality of rib plates 3 are arranged in parallel and uniformly spaced along the lateral direction of one side of the ribbed concrete wall module 1. The number of the rib plates 3 arranged is positively correlated with the length and structural strength of the specific ribbed concrete wall module 1, that is, the longer the ribbed concrete wall module 1, the more rib plates 3 are needed, the greater the structural strength required by the ribbed concrete wall module 1, and the more rib plates 3 are arranged. Moreover, the opening end of the inner flanged channel steel 4 is flush with the outer edge surface of the rib plate 3, so that the position of each inner flanged channel steel 4 is ensured to be on a plane.

[0042] In order to fix the inner hemming channel steel 4 inside the ribbed concrete wall mold 1, a plurality of groups of bolt bars 6 are arranged on both sides of the inner hemming channel steel 4, the bolt bars 6 are embedded in the ribbed concrete wall mold 1, and one end of the bolt bar 6 is fixedly connected to the inner hemming channel steel 4 and the bolt bar 6 extends away from the inner hemming channel steel 4 in a direction parallel to the ribbed concrete wall mold 1. Therefore, the fixed connection of the bolt bar 6 and the inner hemming channel steel 4 can ensure that the inner hemming channel steel 4 does not separate from the ribbed concrete wall mold 1, and the integrity is better. The bolt bar 6 is a common material in the construction process, which is easy to obtain and has better effect, and the shape is not limited to the shape described in the embodiment, but also can be other shapes and materials with better fixing effect, such as metal plates, metal balls or other materials that can be fixedly connected with the inner hemming channel steel 4, so that the inner hemming channel steel 4 can maintain high connection strength in the ribbed concrete wall mold 1 and not separate. The bolt bar 6 can be arranged on the outer side of the inner hemming channel steel 4 in a reduced number, and the advantage of the bolt bar 6 is that it does not need to be processed, which is convenient and easy to obtain. The fixing method of the bolt bar 6 includes but is not limited to welding, bonding and threaded connection.

[0043] Specifically, the inner hemming channel steel 4 corresponding to the bolt bar 6 is configured to extend perpendicularly towards the outer ends of the opposite two side plates to form an opening, and the inner hemming channel steel 4 corresponding to the two sides is provided with a fixedly connected bolt bar 6. The space on both sides of the inner hemming channel steel 4 with the opposite two side plates extending perpendicularly towards the outer ends to form an opening is relatively narrow, and a large number of bolt bars 6 can be used to achieve the effect of fixing the inner hemming channel steel 4 inside the ribbed concrete wall mold 1.

[0044] The composite concrete wall mold 2 in the embodiment is fixedly connected with a plurality of tensioning assemblies 5, one end of the tensioning assembly 5 away from the composite concrete wall mold 2 is detachably connected with the inner hemming channel steel 4, and one inner hemming channel steel 4 is connected with a plurality of tensioning assemblies 5. The tensioning assembly 5 can connect the composite concrete wall mold 2 and the ribbed concrete wall mold 1, and the detachable connection can be assembled on site, and the plurality of tensioning assemblies 5 are evenly distributed and connected with the inner hemming channel steel 4.

[0045] In summary, the wall mold tensioning structure of the concrete module box body can realize the tensioning of the wall molds between different modules, and the tensioning process does not need to open a tensioning hole on the wall mold, which not only ensures the convenience of module installation, but also solves the problems of wall mold expansion and cracking during concrete pouring of the wall body, meets the rapid construction, and guarantees the structural performance.

[0046] Specifically, the counter-pulling assembly 5 comprises a pre-embedded plate 51, a counter-pulling rod 52 and a counter-pulling plate 53. The pre-embedded plate 51 is embedded in the composite concrete wall form 2 and fixedly connected to one end of the counter-pulling rod 52. The other end of the counter-pulling rod 52 is fixedly connected to the counter-pulling plate 53. The counter-pulling rod 52 passes through the opening of the inner flanged channel steel 4, and the counter-pulling plate 53 is nested in the inner flanged channel steel 4. The pre-embedded plate 51 is arranged corresponding to the inner flanged channel steel 4, and a plurality of pre-embedded plates 51 are parallel to the plane formed by a plurality of inner flanged channel steels 4 in one plane. A plurality of counter-pulling rods 52 are evenly arranged on one pre-embedded plate 51. The counter-pulling rod 52 is fixedly connected to the pre-embedded plate 51 and the counter-pulling plate 53, and the fixed connection mode includes but is not limited to welding, bonding and riveting. The shape of the counter-pulling plate 53 is suitable for the groove of the inner flanged channel steel 4. When the groove of the inner flanged channel steel 4 is rectangular, the cross-sectional shape of the counter-pulling plate 53 is rectangular.

[0047] Furthermore, the counter-pulling assembly 5 is composed of the pre-embedded plate 51, the counter-pulling rod 52 and the counter-pulling plate 53. The materials of the pre-embedded plate 51, the counter-pulling rod 52 and the counter-pulling plate 53 are steel. Steel has high strength, and the formed counter-pulling strength is strong. Traditional counter-pulling pieces are fixed outside the formwork, which needs to open holes in the formwork, causing problems such as hole leakage and inaccurate positioning. However, using the counter-pulling assembly 5 can pull together inside without the need for opening holes, and the nested assembly can be directly assembled on site without complex processes and better results.

[0048] In order to ensure the appearance of the wall to be flat, the counter-pulling plates 53 of a plurality of counter-pulling assemblies 5 are nested in the inner flanged channel steels 4, and the counter-pulling assemblies 5 are fine-tuned to keep the distance between all counter-pulling assemblies 5 the same between the ribbed concrete wall form 1 and the composite concrete wall form 2. This can effectively form a wall with parallel wall surfaces on both sides, reducing the process compared to the traditional method of measuring the perpendicularity and flatness of the wall outside the formwork, speeding up the construction progress and improving the qualified rate of the wall.

[0049] In order to enhance the fixing strength of the pre-embedded plate 51 in the composite concrete wall form 2, the composite concrete wall form 2 further comprises a steel mesh 8, which is embedded inside the composite concrete wall form 2 and fixedly connected to the pre-embedded plate 51. The embedded steel mesh 8 not only enhances the strength of the composite concrete wall form 2 itself but also provides a fixed position for the pre-embedded plate 51. The fixed connection mode of the pre-embedded plate 51 and the steel mesh 8 includes but is not limited to welding, bonding and clamping.

[0050] In order to enhance the overall strength of the composite concrete wall form 2, the composite concrete wall form 2 is further provided with a truss reinforcement 9, which is distributed on both sides of the counter-pulling assembly 5 and fixedly connected to the steel mesh 8. The distribution of the truss reinforcement 9 on both sides of the counter-pulling assembly 5 can increase the shear strength of both sides of the counter-pulling assembly 5, and can also increase the strength of the subsequently mentioned cast wall. The truss reinforcement 9 is fixedly connected to the steel mesh 8, which improves the connection strength of the truss reinforcement 9. The fixed mode includes but is not limited to welding, bonding and clamping.

[0051] In order to enhance the strength of the wall, the composite concrete wall formwork 2 is further provided with a steel cage 10 fixedly connected with the counter-pulling rod 52 and the truss steel 9. The steel cage 10 is formed by fixedly connecting the transverse and longitudinal steels, which are usually fixed by using a wire binding or can be welded. The steel cage 10 is fixedly connected with the counter-pulling rod 52 and the truss steel 9, which not only can provide a transverse connecting force for the steel cage 10 to keep the steel cage 10 in a vertical and upward shape, but also can form an integral whole to enhance the strength of the wall.

[0052] The wall in the embodiment further includes an outer formwork fixedly connected between the two sides of the ribbed concrete wall formwork 1 and the composite concrete wall formwork 2, which forms a wall pouring space with the ribbed concrete wall formwork 1 and the composite concrete wall formwork 2, and the ribbed concrete wall formwork 1 and the composite concrete wall formwork 2 are connected into an integral whole by pouring concrete into the pouring space. Whether the steel mesh 8 or the truss steel 9 can enhance the strength of the wall inside the wall, and the counter-pulling assembly 5 can also enhance the transverse connecting strength, and the counter-pulling assembly 5 has a surface in abutment with the inner flanged channel steel 4, and the remaining cavity is filled with concrete, which is transversely pressed and resisted by the connecting combination of the counter-pulling assembly 5 and the inner flanged channel steel 4, thereby overcoming the problem that the wall formwork is easily cracked or expanded by the transverse pressing of the concrete.

[0053] Embodiment 2

[0054] The difference between the embodiment and the embodiment 1 is that the steel bar 7 is used to replace the bolt rod 6 in the embodiment 1, and other related structures are adaptively modified, which are as follows:

[0055] Referring to Figure 5 In the embodiment, a plurality of groups of steel bars 7 are arranged on both sides of the inner flanged channel steel 4, the steel bars 7 are pre-buried in the ribbed concrete wall formwork 1, one end of the steel bar 7 is fixedly connected to the inner flanged channel steel 4, the steel bar 7 extends away from the inner flanged channel steel 4 along a direction parallel to the ribbed concrete wall formwork 1, and then is bent and inclined away from the composite concrete wall formwork 2 after extending for a certain length, and then extends away from the inner flanged channel steel 4 along a direction parallel to the ribbed concrete wall formwork 1. The inner flanged channel steel 4 is arranged in the rib plate 3 and is relatively close to the outer side,

[0056] The fixed connection of the reinforcing steel bars 7 and the inner hemming channel steel 4 can ensure that the inner hemming channel steel 4 does not separate from the ribbed concrete wall form 1, and the integrity is better. The reinforcing steel bars 7 are common materials in the construction process, which are easy to obtain and have better effects. The shape of the reinforcing steel bars 7 needs to be processed, but the reinforcing steel bars 7 can be deeply inserted into the ribbed concrete wall form 1, and the fixing effect is better. The shape is not limited to one described in the embodiment, and can also be other shapes and materials with better fixing effects, such as metal plates, metal balls or other materials that can be fixedly connected with the inner hemming channel steel 4, so that the inner hemming channel steel 4 can maintain high connection strength in the ribbed concrete wall form 1 and does not separate. The fixing mode of the reinforcing steel bars 7 includes but is not limited to welding, bonding and threaded connection.

[0057] In addition, the inner hemming channel steel 4 corresponding to the bolt rod 6 or the reinforcing steel bar 7 also has different shapes. In the embodiment, the inner hemming channel steel 4 is constructed as the relative two side steel plates being bent inward to be tapered towards the opening end, and the inner hemming channel steel 4 is provided with the fixedly connected reinforcing steel bars 7 on the two sides. The inner hemming channel steel 4 with the relative two side steel plates being bent inward to be tapered towards the opening end has a distance far from the two sides of the rib plate 3, and the fixed connection with the reinforcing steel bars 7 reserves a space position for the shape of the reinforcing steel bars 7. The reinforcing steel bars 7 extend inward to form a whole with the ribbed concrete wall form 1.

[0058] The groove of the inner hemming channel steel 4 is tapered inward to the opening end, and the cross-sectional shape of the counter plate 53 is trapezoidal. The two side edges of the trapezoidal are in abutment with the relative two edges in the groove. Preferably, the two non-parallel edges of the trapezoidal are parallel to the relative two edges in the groove, that is, the two non-parallel edges of the trapezoidal can be in abutment with the relative two edges in the groove, so that the contact area is large and the connection strength is large.

[0059] In the description of the present application, it should be understood that the terms "first", "second" are only for the purpose of description, and cannot be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Therefore, the features limited by "first", "second" can explicitly or implicitly include one or more of the features. In the description of the present application, the meaning of "multiple" is two or more, unless otherwise specifically limited.

[0060] In the present application, unless otherwise specifically defined and limited, the terms "mounting", "connection", "connection", "fixing" and the like should be understood in a broad sense, for example, it can be fixedly connected, or it can be detachably connected, or it can be integrated; it can be mechanically connected, or it can be electrically connected; it can be directly connected, or it can be indirectly connected through an intermediate medium; it can be the communication or interaction relationship between two elements. For ordinary skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.

[0061] In the present application, unless otherwise explicitly specified and limited, the first feature is "on" or "under" the second feature, which can be direct contact between the first and second features, or indirect contact through an intermediate medium. Moreover, the first feature is "above", "over" and "on" the second feature, which can be directly above or obliquely above the first feature, or only indicates that the horizontal height of the first feature is higher than that of the second feature. The first feature is "below", "under" and "under" the second feature, which can be directly below or obliquely below the first feature, or only indicates that the horizontal height of the first feature is lower than that of the second feature.

[0062] In the description of the present application, the description of the terms "one embodiment", "some embodiments", "embodiment", "example", "specific example" or "some examples" means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are contained in at least one embodiment or example of the present application. In the present application, the illustrative description of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner. In addition, those skilled in the art can combine and combine different embodiments or features of different embodiments or examples described in the present application without contradiction.

[0063] Although the embodiments of the present application have been shown and described above, it can be understood that the above embodiments are exemplary and cannot be understood as limiting the present application. Those skilled in the art can modify, modify, replace and modify the above embodiments within the scope of the present application.

Claims

1. A wall form-tie structure of a concrete modular box, characterized by, The wall form (1) and the composite wall form (2) are included. The ribbed concrete wall form (1) includes an inner flanged channel steel (4) embedded in a ribbed slab (3), and the opening end face of the inner flanged channel steel (4) is flush with the outer surface of the ribbed slab (3). The composite wall form (2) is fixedly connected with a plurality of pull components (5), one end of the pull component (5) away from the composite wall form (2) is detachably connected with the inner flanged channel steel (4), and a plurality of pull components (5) are connected with one inner flanged channel steel (4).

2. The wall form pull structure of the concrete module box according to claim 1, wherein, A plurality of groups of bolt rods (6) are arranged on both sides of the inner flanged channel steel (4), the bolt rods (6) are embedded in the ribbed concrete wall form (1), one end of the bolt rod (6) is fixedly connected with the inner flanged channel steel (4), and the bolt rod (6) extends away from the inner flanged channel steel (4) in a direction parallel to the ribbed concrete wall form (1); or A plurality of groups of steel bars (7) are arranged on both sides of the inner flanged channel steel (4), the steel bars (7) are embedded in the ribbed concrete wall form (1), one end of the steel bar (7) is fixedly connected with the inner flanged channel steel (4), and the steel bar (7) extends away from the inner flanged channel steel (4) in a direction parallel to the ribbed concrete wall form (1), and after extending for a certain length, the steel bar (7) is bent and inclined away from the composite wall form (2), and then extends away from the inner flanged channel steel (4) in a direction parallel to the ribbed concrete wall form (1).

3. The wall form pull structure of the concrete module box according to claim 2, wherein, The inner flanged channel steel (4) is configured to be gradually tapered towards the opening end by bending the opposite two side steel plates inward, and the inner flanged channel steel (4) is provided with the steel bars (7) fixedly connected on the corresponding two sides; or The inner flanged channel steel (4) is configured to form an opening by extending the outer ends of the opposite two side steel plates perpendicularly towards each other, and the inner flanged channel steel (4) is provided with the bolt rods (6) fixedly connected on the corresponding two sides.

4. The wall form pull structure of the concrete module box according to any one of claims 1-3, wherein, The pull component (5) includes a pre-embedded plate (51), a pull rod (52), and a pull plate (53), the pre-embedded plate (51) is embedded in the composite wall form (2) and fixedly connected with one end of the pull rod (52), the other end of the pull rod (52) is fixedly connected with the pull plate (53), the pull rod (52) passes through the opening of the inner flanged channel steel (4), and the pull plate (53) is nested in the inner flanged channel steel (4).

5. The wall form pull structure of the concrete module box according to claim 4, wherein, The composite wall form (2) further includes a steel mesh (8), the steel mesh (8) is embedded inside the composite wall form (2) and fixedly connected with the pre-embedded plate (51).

6. The wall form counter-pulling structure of the concrete module box according to claim 5, wherein, The composite concrete wall form (2) is further provided with truss reinforcement (9) distributed on both sides of the counter-pulling assembly (5) and fixedly connected with the steel mesh (8).

7. The wall form counter-pulling structure of the concrete module box according to claim 6, wherein, The composite concrete wall form (2) is further provided with a steel cage (10) fixedly connected with the counter-pulling rod (52) and the truss reinforcement (9).

8. The wall form counter-pulling structure of the concrete module box according to claim 4, wherein, The counter-pulling plates (53) of the counter-pulling assemblies (5) are nested in the inner curled edge channel steel (4) to finely adjust the counter-pulling assemblies (5) to keep the same distance between the ribbed concrete wall form (1) and the composite concrete wall form (2).

9. The wall form counter-pulling structure of the concrete module box according to claim 4, wherein, The counter-pulling assembly (5) is composed of the pre-embedded plate (51), the counter-pulling rod (52) and the counter-pulling plate (53), and the pre-embedded plate (51), the counter-pulling rod (52) and the counter-pulling plate (53) are made of steel.

10. A wall comprising, The wall form counter-pulling structure of the concrete module box according to any one of claims 1-9; The wall body comprises an outer formwork fixedly connected between both sides of the ribbed concrete wall form (1) and the composite concrete wall form (2), the outer formwork and the ribbed concrete wall form (1) and the composite concrete wall form (2) form a wall pouring space, and the ribbed concrete wall form (1) and the composite concrete wall form (2) are integrated by pouring concrete into the pouring space.

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