Concrete module cast-in-place shear wall formwork reinforcing device

Abstract

The invention discloses a concrete module cast-in-place shear wall formwork reinforcing device, and relates to the technical field of fabricated constructions.The reinforcing device comprises a first embedded part and a second embedded part which are embedded in a concrete module and are the same in structure; an interlocking clamping mechanism is installed between the first embedded part and the second embedded part, and when the concrete modules are prefabricated, the first embedded part and the second embedded part are placed in the two corresponding concrete modules correspondingly and located on the same horizontal plane; the first embedded part and the second embedded part are located on the end faces of the two concrete modules, and the first embedded part and the second embedded part are tied together through an interlocking clamping mechanism; the hexagonal head and the rotating shaft are rotated through the external socket spanner, the first lock hook and the second lock hook in the interlocking clamping mechanism can move left and right, and therefore the first embedded part and the second embedded part can be pulled together conveniently and rapidly.

Description

Technical Field

[0001] The invention relates to the technical field of prefabricated buildings, and in particular to a concrete module cast-in-place shear wall formwork reinforcement device. Background Art

[0002] With the development of national modernization and industrialization, society has higher and higher requirements for energy conservation, environmental protection, quality and safety in the construction industry; the traditional extensive construction method with low labor efficiency and low construction precision can no longer meet the development needs of modern society, and the emergence of modular integrated construction (hereinafter referred to as M i C) provides a direction for the industrialization of construction and residential industrialization; M i C building is a highly integrated, new and efficient building form that integrates all building elements such as structure, building interior and exterior decoration, mechanical and electrical, water supply and drainage, and HVAC; after the module assembly is completed on site, the two adjacent modules need to be tied together and then poured with concrete to form a shear wall form.

[0003] At present, there are two main methods. One of them is to place embedded parts in the walls on both sides and connect the embedded parts with the steel skeleton. After the modules on both sides are installed in place, long screws are used to place the interlocking clips in the embedded parts holes. However, during the pouring of concrete, the interlocking clips are easily floated and interlocking cannot be achieved. The embedded parts will affect the fall of the module steel cage, making it impossible to install the module. Another method is to embed steel wire rope sleeves in the walls on both sides and lock the steel wire rope sleeves on both sides through the operating device. The walls on both sides of the module are thin, and the steel wire rope needs to be reliably connected and transmit force with the wall steel mesh. The steel wire rope is not easy to lock. Summary of the invention

[0004] The purpose of the present invention is to provide a concrete module cast-in-place shear wall form reinforcement device to solve the problem that the interlocking clips are easily floated during the concrete pouring process and the interlocking technology cannot be realized.

[0005] The purpose of the present invention can be achieved through the following technical solutions:

[0006] A concrete module cast-in-place shear wall form reinforcement device, comprising two concrete modules, the two concrete modules cooperate to form a concrete casting trough, and a reinforcement device is installed at the concrete casting trough;

[0007] The reinforcement device includes a first embedded part and a second embedded part embedded in the concrete module. The first embedded part and the second embedded part have the same structure. An interlocking clamp mechanism is installed between the first embedded part and the second embedded part. When the concrete module is prefabricated, the first embedded part and the second embedded part are respectively placed in the corresponding two concrete modules and are located at the same level; and the first embedded part and the second embedded part are located at the end surfaces of the two concrete modules, and the first embedded part and the second embedded part are pulled together by the interlocking clamp mechanism.

[0008] As a further solution of the present invention: the second embedded part includes an end panel, one end of the end panel is fixedly connected to the embedded plate, and the other end of the end panel is rotatably connected to the tie plate, a group of reinforcing ribs are embedded and installed on the inner side of the embedded plate, a group of return springs are obliquely arranged between the end panel and the tie plate, and an tie hole is opened on the inner side of the tie plate.

[0009] As a further solution of the present invention: the embedded plate and the reinforcing ribs are both located inside the concrete module.

[0010] As a further solution of the present invention: a group of second hanging rings are fixedly connected to the middle of one side of the end panel, a group of first hanging rings are fixedly connected to the front and rear ends of the tie plate, and the upper and lower ends of the return spring are respectively hung in the second hanging ring and the first hanging ring.

[0011] As a further solution of the present invention: a group of first ear shafts are fixedly connected to the lower end of one side of the end panel, a group of second ear shafts are fixedly connected to the front and rear sides of one end of the tie plate, and the end panel and the tie plate are rotatably connected through the second ear shafts and the first ear shafts.

[0012] As a further solution of the present invention: the interlocking clamp mechanism includes a group of first locking hooks and second locking hooks arranged in parallel, a guide rod is slidably connected between the first locking hook and the second locking hook, a forward nut pair is fixedly connected to the upper side of the rear end of the first locking hook, and a reverse nut pair is fixedly connected to the upper side of the rear end of the second locking hook, a forward screw rod is penetrated and meshedly connected to the inner side of the forward nut pair, and a reverse screw rod is penetrated and meshedly connected to the inner side of the reverse nut pair, one end of the forward screw rod is rotatably connected to the first support frame, and one end of the reverse screw rod is rotatably connected to the second support frame, the forward screw rod and the reverse screw rod are fixedly connected, and the rear ends of the first support frame and the second support frame are commonly fixedly connected to a strip plate.

[0013] As a further solution of the present invention: one end of the reverse screw rod passes through the inner side of the second support frame and is fixedly connected to the first bevel gear, the outer side of the first bevel gear is meshingly connected to the second bevel gear, the inner side of the second bevel gear passes through and is fixedly connected to a rotating shaft, the upper end of the rotating shaft is fixedly connected to a hexagonal head, and the lower end of the rotating shaft is rotatably connected to the lower end of the second support frame.

[0014] As a further solution of the present invention: a connecting sleeve is fixedly connected to the middle part of the upper end of the strip plate, and an operating rod is detachably connected to the connecting sleeve.

[0015] As a further solution of the present invention: a four-corner groove is opened on the inner side of the connecting sleeve, a group of limiting holes are opened on the inner side of the four-corner groove, a four-corner head matching with the four-corner groove is arranged at the lower part of the operating rod, and a spring column matching with the limiting hole is arranged on the four-corner head.

[0016] As a further solution of the present invention: the concrete module includes a base plate, a double-sided composite beam is arranged on one side of the short side of the base plate, and a beam form is arranged on the other side of the short side of the base plate; a composite wall form is fixedly arranged on one side of the long side of the base plate, two groups of structural columns are fixedly arranged on the other side of the long side of the base plate, a wall panel is fixedly arranged between the two groups of structural columns, a side wall form is fixedly arranged on one side of the structural column located in the middle position, and a composite top plate is fixedly arranged on the upper end between the side wall form and the composite wall form.

[0017] The beneficial effects of the present invention are as follows: the present invention can rotate the hexagonal head and the rotating shaft through an external socket wrench, so that the first locking hook and the second locking hook in the interlocking clamp mechanism can be moved left and right, so that the first embedded part and the second embedded part can be quickly and conveniently tied together; and the end panel and the tie plate in the second embedded part are rotatably connected and pulled by a reset spring, so that the steel cage can easily fall at the junction of the two concrete modules without being affected, thereby ensuring the strength of the tie. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] The present invention will be further described below in conjunction with the accompanying drawings.

[0019] Figure 1 It is a schematic diagram of the overall structure of the reinforcement device of the present invention;

[0020] Figure 2 It is a structural schematic diagram of the second embedded part of the present invention;

[0021] Figure 3 It is a three-dimensional structural schematic diagram of the interlocking clamp mechanism of the present invention;

[0022] Figure 4 The present invention Figure 3 A schematic diagram of the enlarged structure at A in the middle;

[0023] Figure 5 The present invention Figure 3 A schematic diagram of the enlarged structure at B in the middle;

[0024] Figure 6 It is a structural schematic diagram of the assembly of the interlocking clamp mechanism and the operating rod of the present invention;

[0025] Figure 7 It is a schematic diagram of the installation structure of the reinforcement device of the present invention;

[0026] Figure 8 It is a schematic diagram of the structure of the concrete module assembly of the present invention;

[0027] Fig. 9 It is a structural schematic diagram of the concrete module of the present invention.

[0028] In the figure: 100, reinforcement module; 200, concrete module; 201, concrete casting trough; 202, bottom plate; 203, beam mold; 204, composite wall mold; 205, composite top plate; 206, side wall mold; 207, wall panel; 208, structural column; 209, double-sided composite beam; 1, first embedded part; 2, interlocking clamp mechanism; 21, first locking hook; 22, guide rod; 23, first support frame; 24, strip plate; 25, forward screw rod; 26, forward nut pair; 27, reverse screw rod; 28, reverse nut pair ; 29. ​​First bevel gear; 210. Hexagonal head; 211. Rotating shaft; 212. Second bevel gear; 213. Second support frame; 214. Connecting sleeve; 215. Four-corner groove; 216. Limiting hole; 217. Second locking hook; 3. Second embedded part; 31. End panel; 32. Reset spring; 33. Tie hole; 34. Tie plate; 35. First hanging ring; 36. First ear shaft; 37. Second hanging ring; 38. Embedded plate; 39. Reinforcing rib; 30. Second ear shaft; 4. Operating lever; 5. Four-corner head; 6. Spring column. DETAILED DESCRIPTION

[0029] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of 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.

[0030] See also Figure 1-Figure 7 As shown, the present invention is a concrete module cast-in-place shear wall form reinforcement device, comprising a first embedded part 1 and a second embedded part 3 embedded in the concrete module, an interlocking clamp mechanism 2 is installed between the first embedded part 1 and the second embedded part 3, as shown in FIG. Figure 7As shown, when the concrete modules are prefabricated in the factory, the first embedded part 1 and the second embedded part 3 are respectively placed in the corresponding two concrete modules and are located at the same level; the first embedded part 1 and the second embedded part 3 are located at the end faces of the two concrete modules, and the first embedded part 1 and the second embedded part 3 are pulled together by the interlocking clamp mechanism 2; then, concrete is cast at the junction of the two concrete modules. When the cast-in-place concrete solidifies, the two concrete modules can be firmly connected into a whole to form a shear wall.

[0031] exist Figure 1 and Figure 2 In the embodiment, the second embedded part 3 includes an end panel 31, one end of the end panel 31 is fixedly connected with an embedded plate 38, and the other end of the end panel 31 is rotatably connected with a tie plate 34, a group of reinforcing ribs 39 are embedded and installed on the inner side of the embedded plate 38, a group of return springs 32 are obliquely arranged between the end panel 31 and the tie plate 34, and a tie hole 33 is opened on the inner side of the tie plate 34, the embedded plate 38 and the reinforcing ribs 39 are both located inside the concrete module, and the connection strength between the second embedded part 3 and the concrete module can be improved by the reinforcing ribs 39; the end panel 31 is tightly attached to the cast-in-place section of the concrete module, the return spring 32 and the tie plate 34 are located at the junction of the two concrete modules, and the structures of the first embedded part 1 and the second embedded part 3 are the same.

[0032] exist Figure 1 and Figure 2 A group of second hanging rings 37 are fixedly connected to the middle part of one side of the end panel 31, a group of first hanging rings 35 are fixedly connected to the front and rear ends of the tie plate 34, and the upper and lower ends of the return spring 32 are respectively hung in the second hanging ring 37 and the first hanging ring 35, and a group of first ear shafts 36 are fixedly connected to the lower end of one side of the end panel 31, and a group of second ear shafts 30 are fixedly connected to the front and rear sides of one end of the tie plate 34. The end panel 31 and the tie plate 34 are rotatably connected through the second ear shaft 30 and the first ear shaft 36. When the steel cage is lowered at the junction of the two concrete modules, the transverse steel bars on the steel cage reach the tie plate 34 and push the tie plate 34 downward. The tie plate 34 rotates downward, the return spring 32 stretches, and the steel cage can be lowered smoothly. After the transverse steel bars on the steel cage leave the tie plate 34, the return spring 32 retracts, and the tie plate 34 is reset to its original position.

[0033] exist Figure 3 and Figure 4In the embodiment, the interlocking clamp mechanism 2 includes a first locking hook 21 and a second locking hook 217 arranged in parallel, a guide rod 22 is slidably connected between the first locking hook 21 and the second locking hook 217, a forward nut pair 26 is fixedly connected to the upper side of the rear end of the first locking hook 21, a reverse nut pair 28 is fixedly connected to the upper side of the rear end of the second locking hook 217, a forward screw rod 25 is penetrated and meshedly connected to the inner side of the forward nut pair 26, a reverse screw rod 27 is penetrated and meshedly connected to the inner side of the reverse nut pair 28, and the forward screw rod 25 is penetrated and meshedly connected to the inner side of the reverse nut pair 28. One end of the rod 25 is rotatably connected to the first support frame 23, one end of the reverse screw rod 27 is rotatably connected to the second support frame 213, the forward screw rod 25 and the reverse screw rod 27 are fixedly connected, the first support frame 23 and the rear end of the second support frame 213 are commonly fixedly connected to the strip plate 24, one end of the reverse screw rod 27 passes through the inner side of the second support frame 213 and is fixedly connected to the first bevel gear 29, the outer side of the first bevel gear 29 is meshedly connected to the second bevel gear 212, and the second bevel gear 212 The inner side of the second support frame 213 is fixedly connected with a rotating shaft 211, and the upper end of the rotating shaft 211 is fixedly connected with a hexagonal head 210, and the lower end of the rotating shaft 211 is rotatably connected with the lower end of the second support frame 213. The second locking hook 217 is placed in the tie hole 33 in the second embedded part 3, and the first locking hook 21 is placed in the tie hole in the first embedded part 1. Then, a socket wrench is used to cover the hexagonal head 210, and then the hexagonal head 210 is rotated by the socket wrench, and the hexagonal head 210 drives the second bevel gear 2 12 rotates, the second bevel gear 212 is meshed with the first bevel gear 29 for transmission, thereby driving the forward screw 25 and the reverse screw 27 to rotate together, so that the forward nut pair 26 and the reverse nut pair 28 move toward each other at the same time, and then the first locking hook 21 and the second locking hook 217 move toward each other along the guide rod 22, so that the first embedded part 1 and the interlocking clamp mechanism 2 can be pulled together by the first locking hook 21 and the second locking hook 217. The socket wrench is a common wrench on the market, which can be lengthened.

[0034] exist Figure 3 , Figure 5 and Figure 6 In the embodiment, a connecting sleeve 214 is fixedly connected to the middle of the upper end of the strip plate 24, a four-corner groove 215 is provided on the inner side of the connecting sleeve 214, and a group of limiting holes 216 are provided on the inner side of the four-corner groove 215. The four-corner head 5 at the lower end of the operating rod 4 is inserted into the four-corner groove 215, and the spring column 6 is stuck in the limiting hole 216. Figure 6As shown, the entire interlocking clamp mechanism 2 can be moved by the operating rod 4, and the length of the operating rod 4 can be determined according to the actual depth of the first embedded part 1 and the second embedded part 3 in the concrete module. The interlocking clamp mechanism 2 is placed between the first embedded part 1 and the second embedded part 3 by the operating rod 4. When the interlocking clamp mechanism 2 is firmly tied between the first embedded part 1 and the second embedded part 3, the operating rod 4 is pulled upward, and the spring column 6 can be squeezed out of the limiting hole 216, and the four-corner head 5 is pulled out from the four-corner groove 215, so that the interlocking clamp mechanism 2 can be left alone at the junction of the two concrete modules, and the operating rod 4 can be reused.

[0035] In an alternative embodiment, see Figure 8 and Fig. 9 As shown, the concrete module 200 includes a base plate 202, a double-sided composite beam 209 is arranged on one side of the short side of the base plate 202, and a beam form 203 is arranged on the other side of the short side of the base plate 202; a composite wall form 204 is fixedly arranged on one side of the long side of the base plate 202, two groups of structural columns 208 are fixedly arranged on the other side of the long side of the base plate 202, a wall panel 207 is fixedly arranged between the two groups of structural columns 208, a side wall form 206 is fixedly arranged on one side of the structural column 208 located in the middle position, and a composite top plate 205 is fixedly arranged on the upper end between the side wall form 206 and the composite wall form 204.

[0036] Concrete is poured between adjacent concrete modules 200 to form a shear wall. However, the wall formwork may crack due to the deadweight of the concrete during the pouring process. Therefore, the above-mentioned concrete module cast-in-place shear wall formwork reinforcement device is developed.

[0037] During the production process of the thin shell plate, the building interior and exterior decoration, electromechanical, water supply and drainage, and HVAC decoration are completed. Its characteristics are that the box formwork unit in the box formwork-cast-in-place shear wall system is only a spatial functional unit and does not participate in the force of the main structure; at the same time, after the module assembly is completed on site, the casting space of the main structure can be formed, and the module partition wall is used as the casting template for the cast-in-place shear wall, which greatly reduces the workload of on-site formwork. After the main structure is cast on site, the structural system of the building is formed. After the concrete box formwork is transported to the site, only module assembly, main structure casting, roof construction, and water and electricity pipeline connection are required, and the on-site workload and construction procedures are significantly reduced.

[0038] The composite top plate 205 adopts 55mm prefabricated composite plate, and the cast-in-place layer thickness is 75mm. The bottom plate 202 adopts 60mm thick structural bottom plate. The beam form 203 adopts 30mm thick C60 concrete. The beam form 203 does not occupy the beam section size, and the frame beam is cast on site. The double-sided composite beam 209 adopts 50mm thick C30 concrete. It is the structural beam part. The module with beam stirrups is prefabricated, and the beam longitudinal reinforcement is constructed on site. The composite wall form 204 adopts 30mm thick C60 concrete. The composite wall form 204 does not occupy the shear wall structure size, and the shear wall is cast on site. The single-sided composite shear wall is 50mm thick C40 concrete. It is the shear wall structure part. The module is shipped with a shear wall steel cage, and no steel bar binding is required on site.

[0039] The prefabricated components of the concrete module 200 are formed into an integral thin-shell house structure by cast-in-place concrete in the factory. The interior decoration of the house is completed in the assembled thin-shell structure, and the house is assembled after being hoisted to the construction site.

[0040] The composite wall formwork 204 is welded with bolts on the truss bars and comes with a shear wall steel cage when it leaves the factory. There is no need to tie the steel bars on site. It is a wall formwork of a highly integrated prefabricated house frame system adjacent to the wall formwork, and is provided with bolt holes for tensioning the bolts welded to the truss bars to prevent the shear wall from expanding during the pouring process. When docking, a gap is left with the wall thickness, the bolts are tightened, and the shear wall concrete is poured. According to the design requirements, the beam steel bars are tied in the beam formwork 203 and the double-sided composite beam 209 to complete the pouring of the beam, so that the thin-shell house can be quickly and effectively assembled into a whole.

[0041] The precast concrete components of the concrete module 200 are all provided with reinforcement at the connection locations, adjacent precast components are overlapped and connected with reinforcement, and concrete is poured at the connection locations to connect them into a whole.

[0042] The working principle of the present invention is as follows: first, when the concrete module is prefabricated in the factory, the embedded plate 38 and the reinforcing rib 39 in the second embedded part 3 are embedded inside the concrete module, and the end panel 31 is close to the cast-in-place section of the concrete module; the embedded position of the first embedded part 1 is the same as that of the second embedded part 3;

[0043] After the concrete modules are processed and transported to the construction site, two or more concrete modules are assembled one by one, and cast-in-place concrete is required at the junction of two adjacent concrete modules. At this time, the steel cage is first lowered at the junction of the two concrete modules, and the transverse steel bars on the steel cage reach the tie plate 34, pushing the tie plate 34 downward, the tie plate 34 rotates downward, the reset spring 32 extends, and the steel cage can be smoothly lowered. After the transverse steel bars on the steel cage leave the tie plate 34, the reset spring 32 retracts, and the tie plate 34 is reset to its original position.

[0044] Then, the four-corner head 5 at the lower end of the operating rod 4 is inserted into the four-corner groove 215, and the spring column 6 is stuck in the limiting hole 216. The entire interlocking clamp mechanism 2 can be moved by the operating rod 4, and the second locking hook 217 on the interlocking clamp mechanism 2 is placed in the tie hole 33 in the second embedded part 3. At the same time, the first locking hook 21 is placed in the tie hole in the first embedded part 1, and then a socket wrench is used to cover the hexagonal head 210, and then the hexagonal head 210 is rotated by the socket wrench. The hexagonal head 210 drives the second bevel gear 212 to rotate, and the second bevel gear 212 is meshed with the first bevel gear 29 for transmission, thereby driving the forward screw rod 25 and the reverse screw rod 27 to rotate together, so that the forward nut pair 26 and the reverse nut pair 28 move toward each other, and then the first locking hook 21 and the second locking hook 217 move toward each other along the guide rod 22, and the first embedded part 1 and the interlocking clamp mechanism 2 can be tied together by the first locking hook 21 and the second locking hook 217;

[0045] Then, the operating rod 4 is pulled upward to squeeze the spring column 6 out of the limiting hole 216, and the four-corner head 5 is pulled out from the four-corner groove 215, leaving the interlocking clamp mechanism 2 alone at the intersection of the two concrete modules; then, concrete is cast at the intersection of the two concrete modules. When the cast-in-place concrete solidifies, the two concrete modules can be firmly connected into a whole to form a shear wall.

[0046] The above is a detailed description of an embodiment of the present invention, but the content is only a preferred embodiment of the present invention and cannot be considered to limit the scope of implementation of the present invention. All equivalent changes and improvements made within the scope of the present invention should still fall within the scope of the patent coverage of the present invention.

Claims

1. A concrete module cast-in-place shear wall form reinforcement device, characterized in that: It comprises two concrete modules (200), the two concrete modules (200) cooperate to form a concrete casting trough (201), and a reinforcement device (100) is installed at the concrete casting trough (201); The reinforcement device (100) comprises a first embedded part (1) and a second embedded part (3) embedded in a concrete module, wherein the first embedded part (1) and the second embedded part (3) have the same structure, and an interlocking clamp mechanism (2) is installed between the first embedded part (1) and the second embedded part (3). When the concrete module (200) is prefabricated, the first embedded part (1) and the second embedded part (3) are respectively placed in two corresponding concrete modules and are located at the same level; and the first embedded part (1) and the second embedded part (3) are located at the end surfaces of the two concrete modules, and the first embedded part (1) and the second embedded part (3) are pulled together by the interlocking clamp mechanism (2).

2. A concrete module cast-in-place shear wall form reinforcement device according to claim 1, characterized in that: The second embedded part (3) comprises an end panel (31), one end of the end panel (31) is fixedly connected to an embedded plate (38), and the other end of the end panel (31) is rotatably connected to a tie plate (34), a group of reinforcing ribs (39) are embedded and installed on the inner side of the embedded plate (38), a group of return springs (32) are obliquely arranged between the end panel (31) and the tie plate (34), and a tie hole (33) is opened on the inner side of the tie plate (34).

3. A concrete module cast-in-place shear wall form reinforcement device according to claim 2, characterized in that: The embedded plate (38) and the reinforcing ribs (39) are both located inside the concrete module (200).

4. A concrete module cast-in-place shear wall form reinforcement device according to claim 2, characterized in that: A group of second hanging rings (37) are fixedly connected to the middle of one side of the end panel (31), a group of first hanging rings (35) are fixedly connected to the front and rear ends of the tie plate (34), and the upper and lower ends of the return spring (32) are respectively hung in the second hanging ring (37) and the first hanging ring (35).

5. A concrete module cast-in-place shear wall form reinforcement device according to claim 4, characterized in that: A group of first ear shafts (36) are fixedly connected to the lower end of one side of the end panel (31), and a group of second ear shafts (30) are fixedly connected to the front and rear sides of one end of the tie plate (34). The end panel (31) and the tie plate (34) are rotatably connected via the second ear shafts (30) and the first ear shafts (36).

6. A concrete module cast-in-place shear wall form reinforcement device according to claim 5, characterized in that: The interlocking clamp mechanism (2) comprises a first locking hook (21) and a second locking hook (217) arranged in parallel, a guide rod (22) being slidably connected between the first locking hook (21) and the second locking hook (217), a forward nut pair (26) being fixedly connected to the upper side of the rear end of the first locking hook (21), a reverse nut pair (28) being fixedly connected to the upper side of the rear end of the second locking hook (217), a forward screw rod (25) being penetrated and meshedly connected to the inner side of the forward nut pair (26), a reverse screw rod (27) being penetrated and meshedly connected to the inner side of the reverse nut pair (28), one end of the forward screw rod (25) being rotatably connected to the first support frame (23), one end of the reverse screw rod (27) being rotatably connected to the second support frame (213), the forward screw rod (25) and the reverse screw rod (27) being fixedly connected, and the rear ends of the first support frame (23) and the second support frame (213) being fixedly connected to a strip plate (24).

7. A concrete module cast-in-place shear wall form reinforcement device according to claim 6, characterized in that: One end of the reverse screw rod (27) passes through the inner side of the second support frame (213) and is fixedly connected to a first bevel gear (29); the outer side of the first bevel gear (29) is meshingly connected to a second bevel gear (212); the inner side of the second bevel gear (212) passes through and is fixedly connected to a rotating shaft (211); the upper end of the rotating shaft (211) is fixedly connected to a hexagonal head (210); and the lower end of the rotating shaft (211) is rotatably connected to the lower end of the second support frame (213).

8. A concrete module cast-in-place shear wall form reinforcement device according to claim 6, characterized in that: A connecting sleeve (214) is fixedly connected to the middle portion of the upper end of the strip plate (24), and an operating rod (4) is detachably connected to the connecting sleeve (214).

9. A concrete module cast-in-place shear wall form reinforcement device according to claim 8, characterized in that: A four-corner groove (215) is provided on the inner side of the connecting sleeve (214), a group of limiting holes (216) is provided on the inner side of the four-corner groove (215), a four-corner head (5) matched with the four-corner groove (215) is provided at the lower part of the operating rod (4), and a spring column (6) matched with the limiting hole (216) is provided on the four-corner head (5).

10. A concrete module cast-in-place shear wall form reinforcement device according to any one of claims 1 to 9, characterized in that: The concrete module 200 includes a base plate 202, a double-sided composite beam 209 is arranged on one side of the short side of the base plate 202, and a beam form 203 is arranged on the other side of the short side of the base plate 202; a composite wall form 204 is fixedly arranged on one side of the long side of the base plate 202, two groups of structural columns 208 are fixedly arranged on the other side of the long side of the base plate 202, a wall panel 207 is fixedly arranged between the two groups of structural columns 208, a side wall form 206 is fixedly arranged on one side of the structural column 208 located in the middle position, and a composite top plate 205 is fixedly arranged on the upper end between the side wall form 206 and the composite wall form 204.

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