An assembled shear wall connection structure

Abstract

The present application relates to the technical field of prefabricated building walls, and improves the problem in the prior art that workers need to rely on their hands to hold the wall when aligning holes. An assembled shear wall connection structure is disclosed, which includes a plurality of sleeves, a plurality of positioning anchors, and a wire-winding assembly arranged on the side of the shear wall close to the ground. A traction rope is provided at one end of the positioning anchor, and the wire-winding assembly is used to reel in or release the traction rope. A correction frame is provided at the end of the sleeve close to the ground. A plurality of correction rods are connected to the circumferential array on the inner wall of the correction frame. One end of the plurality of correction rods is hinged to the correction frame. An elastic assembly is provided in the correction frame, and a plurality of sleeves are connected to a casting pipe. The present application can adjust the position of the shear wall by observing the relative position of the positioning anchor and the floor steel frame to be connected, so that the sleeve is aligned with the steel frame. At the same time, during the descent of the shear wall, the correction rod drives the sleeve to move to a position corresponding to the center of the steel frame under the reaction force of the elastic assembly.

Description

Technical Field

[0001] The present application relates to the technical field of prefabricated building walls, and in particular to a prefabricated shear wall connection structure. Background Art

[0002] A shear wall structure is one where the primary load-bearing structure in both the vertical and horizontal directions is composed entirely of structural walls. When properly positioned within a building, these walls can form a structural system that effectively resists horizontal forces while also providing spatial separation.

[0003] The prior art includes a prefabricated shear wall comprising a wall and a plurality of sleeves arranged in an array on the underside of the wall. The sleeves are hollow cylindrical, with the lower ends of the sleeves passing through the wall and flush with the lower surface. Grouting holes are provided on one side of the sleeves, extending through the wall surface to the outside. The construction unit pre-embeds a plurality of steel frames on the floor according to the design drawings, and the positions of the steel frames correspond to the sleeves. During shear wall installation, the wall is hoisted to the construction floor using a crane. When the wall is hoisted to 80 to 100 cm above the installation plane, the hoisting workers support the wall while the crane slowly lowers the wall. When the wall is brought close to the edge and end lines and 12 to 15 cm off the ground, a mirror is used to observe and align the sleeve opening with the floor steel frame. The wall is then inserted into the steel frame (this process is called "hole alignment"). After the walls are in place, long and short diagonal supports are installed. The wall position is adjusted using the short supports. The verticality is determined by adjusting one long diagonal support. After the alignment is complete, the other is tightened. After several shear walls are set up in sequence, the steel sleeves are filled with special grouting material through the grouting holes. The walls are then connected with concrete and steel bars.

[0004] Regarding the above-mentioned related technologies, during the existing hole installation steps, it is necessary to rely on the lifting workers to support the wall so that the sleeve is aligned with the steel frame, and then the wall is inserted. During lifting, the wall is in a relatively free state, and there is a risk of accidents when the workers hold it by hand, so improvements are needed. Summary of the Invention

[0005] In order to improve the defect in the prior art that workers need to rely on holding the wall by hand when aligning holes, the present application provides an assembled shear wall connection structure.

[0006] The following technical solutions are adopted:

[0007] A prefabricated shear wall connection structure includes several sleeves, several positioning anchors and a take-up assembly arranged on the side of the shear wall close to the ground, several of the sleeves are arranged at intervals along the length direction of the shear wall, and several of the positioning anchors correspond to the positions of the several sleeves. A traction rope is provided at one end of the positioning anchor, and the positioning anchor is suspended to the outside of the sleeve along the center line of the sleeve through the traction rope. The take-up assembly is used to reel in or release the traction rope. A correction frame is provided at the end of the sleeve close to the ground, and several correction rods are connected to the inner wall of the correction frame in a circumferential array. One end of several correction rods are hinged to the correction frame, and an elastic assembly is provided in the correction frame to make the free ends of several correction rods rotate toward the center of the correction frame. Several of the sleeves are connected to a pouring pipe for pouring concrete inward.

[0008] By adopting the above technical solution, when the crane lifts the shear wall, the positioning anchor is suspended vertically outside the sleeve under the action of gravity, that is, outside the shear wall. The worker adjusts the position of the shear wall by observing the relative position of the positioning anchor and the floor steel frame to be connected, so that the sleeve is aligned with the steel frame. During the lowering of the shear wall, the correction rod in the sleeve abuts the steel frame, and the correction rod abuts the outer wall of the steel frame under the action of the elastic component. Under the reaction force of the elastic component, the sleeve is driven to move to a position corresponding to the center of the steel frame, that is, the shear wall will be offset. At this time, the crane cable will be offset. The crane is adjusted until the cable is in a vertical state until the shear wall abuts the floor. At this time, the shear wall can be reinforced by the support frame, and the traction rope can be recovered by the take-up component to cast the sleeve through the casting pipe for subsequent processes.

[0009] Optionally, the wire-reeling assembly includes a connecting pipe and a rotating shaft arranged in the shear wall, the connecting pipe is arranged perpendicular to the length direction of several sleeves, the rotating shaft is rotatably connected to the connecting pipe, several of the traction ropes are connected to the rotating shaft, the connecting pipe is connected to the sleeve, the casting pipe is connected to the connecting pipe, and a driving assembly for driving the rotating shaft to rotate is arranged outside the connecting pipe.

[0010] By adopting the above technical solution, the rotating shaft is rotated to drive the traction rope to be tightened to recover the positioning anchor, thereby preventing the traction rope from being entangled in a natural state during pouring, thereby affecting the concrete pouring effect; the connecting pipe is poured through the pouring pipe, so that the sleeve connected to the connecting pipe and the steel frame are cast as one.

[0011] Optionally, a plurality of rotating blocks are arranged at intervals along the length of the rotating shaft, a plurality of the traction ropes are correspondingly connected to the plurality of rotating blocks, and a guide groove for winding the traction rope is provided on the circumference of the rotating block.

[0012] By adopting the above technical solution, through the cooperation between the rotating block and the guide groove, the traction rope can be gathered in the guide groove when being recovered, and the traction rope can be integrated with the rotating block during pouring.

[0013] Optionally, a plurality of sliding grooves corresponding to the correction rod are opened on the inner wall of the correction frame, and the elastic component includes a slider, a connecting rod and an elastic member. The slider is slidably connected in the sliding groove, one end of the connecting rod is hinged to the slider, and the other end is hinged to the correction rod. The elastic member is arranged in the sliding groove and pushes the slider to move.

[0014] By adopting the above technical solution, the elastic member pushes the slider to move, thereby driving the connecting rod to push the correction rod to abut the steel frame, thereby providing stable elasticity for the correction rod.

[0015] Optionally, it also includes several limit frames, and the positions of the several limit frames correspond to the positions of the several correction frames. Several limit blocks are set on one side of the limit frame, and the limit blocks can pass through the correction frame to the corresponding slider. Several gears are set along the length of the rotating shaft, and the gears are engaged with a rack. One end of the rack is connected to the limit frame.

[0016] By adopting the above technical solution, when the sleeve is inserted into the steel frame, the gear drives the meshing rack to move while the rotating shaft is rotated, so that the limit block on the limit frame passes through the outer wall of the correction frame to the slider, thereby limiting the movement of the slider, so that the correction rod is fixed, and the stability of the connection between the shear wall and the steel frame is increased.

[0017] Optionally, one end of the connecting tube is slidably connected to a reinforcing rod along the length direction, and the other end is provided with a slot for the adjacent reinforcing rod to slide and insert into. The reinforcing rod is provided with a connecting groove at one end close to the rotating shaft, and the rotating shaft is inserted into the connecting groove. The rotating shaft is threadedly connected to the reinforcing rod, and a plurality of protrusions are provided on the outer wall of the reinforcing rod along the circumferential direction. A groove for the protrusions to slide is provided in the connecting tube along the length direction of the reinforcing rod.

[0018] By adopting the above technical solution, after several shear walls are set up in sequence, the reinforcing rods are driven out of the wall by rotating the rotating shaft, so that the reinforcing rods are inserted into the slots of adjacent shear walls, so that there is a pre-connection between the shear walls, thereby increasing the structural stability before reinforcement between the shear walls.

[0019] Optionally, the casting pipe includes a slurry outlet pipe and a slurry inlet pipe arranged in sequence in the direction of gravity.

[0020] By adopting the above technical solution, the slurry outlet pipe is set above the slurry inlet pipe, and workers grout the connecting pipe through the slurry inlet pipe. After the connecting pipe and the sleeve are filled with grouting material, the grouting material overflows from the slurry outlet pipe to ensure sufficient grouting. Then the slurry outlet pipe and the slurry inlet pipe are closed to complete the grouting.

[0021] Optionally, it also includes an abutment ring and a limiting ring, and the abutment ring and the limiting ring can be preset on the steel frame. The side of the abutment ring away from the ground is provided with a first chamfer along the circumference, and the outer side of the limiting ring is provided with a slot for clamping the correction rod, and one side of the correction rod is provided with a second chamfer for abutting the first chamfer, and the correction frame can pass through the abutment ring and the limiting ring in sequence from top to bottom.

[0022] By adopting the above technical solution, the correction frame passes through the abutment ring and the limit ring from top to bottom in sequence. The correction rod first abuts the abutment ring, and through the cooperation of the first chamfer and the second chamfer, the correction rod is pushed to rotate. After passing through the chamfer, the correction rod abuts the steel frame under the action of the elastic part. As the correction frame continues to move, when the correction rod reaches the limit ring position, the correction rod is locked in the slot to limit the correction frame from detaching upward.

[0023] In summary, this application has at least one of the following beneficial effects:

[0024] 1. Use the traction rope to hang the positioning anchor. The positioning anchor is suspended vertically outside the shear wall under the action of gravity. Observe the relative position of the positioning anchor and the floor reinforcement frame to be connected, and adjust the shear wall position so that the sleeve is aligned with the reinforcement frame, which facilitates the correction during the shear wall installation;

[0025] 2. The correction rod in the sleeve abuts against the steel frame. Under the action of the elastic component, the correction rod abuts against the outer wall of the steel frame. Under the reaction force of the elastic component, the sleeve is driven to move to the position corresponding to the center of the steel frame, providing correction for the shear wall during installation;

[0026] 3. After several shear walls are set up in sequence, a pre-connection is created between the shear walls through the cooperation of the reinforcing rods and the slots, so as to increase the structural stability before reinforcement between the shear walls. BRIEF DESCRIPTION OF THE DRAWINGS

[0027] Figure 1 Schematic diagram of the overall structure of this embodiment;

[0028] Figure 2 This is a schematic diagram showing the cross-sectional structure of this example;

[0029] Figure 3 It is a schematic diagram of the enlarged structure at point A;

[0030] Figure 4 It is an enlarged schematic diagram of point B;

[0031] Figure 5 It is a schematic diagram of the correction frame structure;

[0032] Figure 6 It is a schematic diagram of the pouring pipe structure;

[0033] Figure 7 It is a schematic diagram of the drive component structure.

[0034] Explanation of reference numerals: 1, shear wall; 11, driving groove; 12, support frame; 2, floor; 21, steel frame; 22, abutment ring; 221, first chamfer; 23, limiting ring; 231, slot; 3, connecting pipe; 31, slot; 32, groove; 33, pouring pipe; 331, slurry outlet pipe; 332, slurry inlet pipe; 34, reinforcing rod; 341, connecting groove; 342, internal thread; 343, protrusion; 4, rotating shaft; 41, first bevel gear; 42, Second bevel gear; 421, driving rod; 43, rotating block; 431, guide groove; 44, gear; 45, rack; 46, external thread; 5, positioning anchor; 51, traction rope; 6, sleeve; 61, limit frame; 611, limit block; 62, correction frame; 621, slide groove; 6211, connecting groove; 622, through hole; 64, correction rod; 641, second chamfer; 65, slider; 651, connecting block; 652, fixing hole; 66, connecting rod; 67, elastic member. DETAILED DESCRIPTION

[0035] The following is combined with Figure 1 To the attached Figure 7 This application is described in further detail.

[0036] Reference Figure 1 The embodiment of the present application discloses an assembled shear wall 1 connection structure, including a plurality of sleeves 6 arranged in the shear wall 1 and an abutment ring 22 and a limit ring 23 arranged on a pre-buried steel frame 21 of the floor 2. The connection structure also includes a wire take-up assembly and a positioning anchor 5 arranged in the shear wall 1. The plurality of sleeves 6 are arranged at intervals along the length direction of the shear wall 1. The sleeves 6 are hollow rectangular tubular structures. The lower end of the sleeves 6 passes through the wall and is flush with the lower surface of the wall. The positioning anchor 5 is a metal block. A traction rope 51 is provided at one end of the traction anchor 5. The traction rope 51 is made of a flexible material. The traction rope 51 passes through the sleeve 6 and is connected to the take-up assembly. The positioning anchor 5 is suspended outside the sleeve 6 along the center line of the sleeve 6 through the traction rope 51. The take-up assembly is used to reel in or release the traction rope 51. A correction frame 62 is provided at the end of the sleeve 6 close to the ground. A plurality of correction rods 64 are connected to the circumferential array on the inner wall of the correction frame 62. One end of the plurality of correction rods 64 is hinged to the correction frame 62. An elastic assembly is provided in the correction frame 62 for rotating the free ends of the plurality of correction rods 64 toward the center of the correction frame 62. The plurality of sleeves 6 are connected to a pouring pipe 33 for pouring concrete inward.

[0037] Reference Figure 2 Specifically, the wire take-up assembly includes a connecting pipe 3 and a rotating shaft 4 arranged in the shear wall 1. The connecting pipe 3 is a hollow long pipe. The connecting pipe 3 is connected to a plurality of sleeves 6. The connecting pipe 3 is parallel to the ground, and the plurality of sleeves 6 are arranged perpendicular to the length direction of the connecting pipe 3. The rotating shaft 4 is rotated along the length direction of the connecting pipe 3 and connected to the connecting pipe 3. A plurality of traction ropes 51 are connected to the rotating shaft 4. The connecting pipe 3 is connected to the sleeve 6. The casting pipe 33 is connected to the connecting pipe 3. A driving assembly for driving the rotating shaft 4 to rotate is provided outside the connecting pipe 3. The driving assembly includes a first bevel gear 41 and a second bevel gear 42. The first bevel gear 41 is coaxially connected to the rotating shaft 4. The first bevel gear 41 meshes with the second bevel gear 42. A driving rod 421 is provided at the rotation center of the second bevel gear 42. The driving rod 421 passes through the shear wall 1. A driving groove 11 can be provided on the outer wall of the shear wall 1 for the driving rod 421 to pass through. One end of the driving rod 421 does not exceed the extension surface of the outer wall of the shear wall 1. The end of the driving rod 421 away from the second bevel gear 42 is a hexagonal structure, which is convenient for using tools to rotate the driving rod 421. After the driving rod 421 rotates, the driving groove 11 is sealed with concrete to wrap the driving rod 421. The rotating shaft 4 is rotated to drive the traction rope 51 to be bundled to recover the positioning anchor 5, so as to prevent the traction rope 51 from being entangled in a natural state during pouring, thereby affecting the concrete pouring effect. The connecting pipe 3 is poured through the pouring pipe 33, so that the sleeve 6 connected to the connecting pipe 3 and the steel frame 21 are poured as a whole.

[0038] Reference Figure 3 The rotating shaft 4 is provided with a number of cylindrical rotating blocks 43 at intervals along its length. A number of traction ropes 51 are connected to the rotating blocks 43. Guide grooves 431 are defined around the rotating blocks 43 for winding the traction ropes 51. The cooperation between the rotating blocks 43 and the guide grooves 431 allows the traction ropes 51 to be gathered within the guide grooves 431 during retrieving, allowing the traction ropes 51 to form a single unit with the rotating blocks 43 during pouring.

[0039] The correction frame 62 is a rectangular frame. Several slots 621 corresponding to the correction rods 64 are defined on its inner wall. The slots 621 extend along the length of the sides of the correction frame 62. An elastic assembly includes a slider 65, a connecting rod 66, and an elastic member 67. The slider 65 is slidably connected to the slots 621. The connecting rod 66 is hinged at one end to the slider 65 and at the other end to the correction rod 64. The elastic member 67 is disposed in the slots 621 and pushes the slider 65. The elastic member 67 is a spring. A T-shaped connecting block 651 is also provided on one side of the slider 65. A connecting slot 6211 is defined on the inner wall of the slot 621 for the connecting block 651 to slide. The engagement of the connecting block 651 and the connecting slot 6211 limits the slider 65, preventing it from disengaging from the slot 621. The elastic member 67 pushes the slider 65, driving the connecting rod 66 to push the correction rod 64 until it abuts the steel frame 21, thereby providing stable springing for the correction rod 64.

[0040] The connection structure also includes a number of limit frames 61, which are rectangles with similar shapes to the correction frames 62. The positions of the limit frames 61 and the correction frames 62 correspond to each other. A number of limit blocks 611 are provided on one side of the limit frame 61. A through hole 622 corresponding to the position of the limit block 611 is provided on the outer wall of the correction frame 62. A fixing hole 652 corresponding to the through hole 622 is provided on one side of the slider 65. The limit block 611 can pass through the correction frame 62 to the corresponding fixing hole 652 of the slider 65 through the through hole 622. The rotating shaft 4 is provided with a number of gears 44 along the length. The gear 44 is provided on the upper part of the correction frame 62. The gear 44 is engaged with a rack 45. The rack 45 is slidably connected to the inner wall of the sleeve 6, and one end of the rack 45 is connected to the limit frame 61. When the sleeve 6 is inserted into the steel frame 21, the rotating shaft 4 is rotated, and the gear 44 drives the meshing rack 45 to move, so that the limit block 611 on the limit frame 61 passes through the outer wall of the correction frame 62 to the slider 65, thereby limiting the movement of the slider 65, so that the correction rod 64 is fixed, increasing the stability of the connection between the shear wall 1 and the steel frame 21.

[0041] One end of the connecting pipe 3 is slidably connected to a reinforcing rod 34 along the length direction, and the other end is provided with a slot 31 for the adjacent reinforcing rod 34 to be inserted after sliding. A connecting groove 341 is provided at the end of the reinforcing rod 34 close to the rotating shaft 4, and the rotating shaft 4 is inserted into the connecting groove 341. The inner wall of the connecting groove 341 is provided with an internal thread 342, and the part of the rotating shaft 4 inserted into the connecting groove 341 is provided with an external thread 46. The rotating shaft 4 and the reinforcing rod 34 are threadedly connected through the internal thread 342 and the external thread 46. A plurality of protrusions 343 are provided on the outer wall of the reinforcing rod 34 along the circumferential direction, and a groove 32 for the protrusion 343 to slide is provided in the connecting pipe 3 along the length direction of the reinforcing rod 34. The slot 31 can be arranged along the length direction of the connecting pipe 3, or it can be arranged perpendicular to the length direction of the connecting pipe 3, so that when the two shear walls 1 are arranged at right angles, they can still be connected to the adjacent two shear walls 1. After several shear walls 1 are set up in sequence, the reinforcing rods 34 are driven out of the wall by rotating the rotating shaft 4, so that the reinforcing rods 34 are inserted into the slots 31 of adjacent shear walls 1, so that there is a pre-connection between the shear walls 1, thereby increasing the structural stability before reinforcement between the shear walls 1.

[0042] The pouring pipe 33 includes a grouting pipe 331 and a grouting pipe 332, which are arranged in sequence in the direction of gravity. The grouting pipe 331 is arranged above the grouting pipe 332. Workers grout the connecting pipe 3 through the grouting pipe 332. After the connecting pipe 3 and the sleeve 6 are filled with grouting material, the grouting material overflows from the grouting pipe 331 to ensure sufficient grouting. After that, the grouting pipe 331 and the grouting pipe 332 are closed to complete the grouting.

[0043] The abutting ring 22 and the limiting ring 23 can be preset on the steel frame 21. The side of the abutting ring 22 away from the ground is provided with a first chamfer 221 along the circumference. The outer circumference of the limiting ring 23 is provided with a slot 231 for clamping the correction rod 64. A second chamfer 641 is provided on one side of the correction rod 64 for abutting the first chamfer 221. The correction frame 62 can pass through the abutting ring 22 and the limiting ring 23 in sequence from top to bottom. The correction frame 62 passes through the abutting ring 22 and the limiting ring 23 in sequence from top to bottom. The correction rod 64 first abuts the abutting ring 22. The first chamfer 221 and the second chamfer 641 cooperate to push the correction rod 64 to rotate. After passing through the chamfers, the correction rod 64 abuts the steel frame 21 under the action of the elastic member 67. As the correction frame 62 continues to move, when the correction rod 64 reaches the limiting ring 23, the correction rod 64 is clamped in the slot 231 to prevent the correction frame 62 from disengaging upward.

[0044] The implementation principle of the connection structure of an assembled shear wall 1 in the embodiment of the present application is as follows:

[0045] When the crane lifts the shear wall 1, the positioning anchor 5 is suspended vertically outside the sleeve 6 under the action of gravity, that is, outside the shear wall 1. The worker adjusts the position of the shear wall 1 by observing the relative position of the positioning anchor 5 and the steel frame 21 of the floor 2 to be connected, so that the sleeve 6 is aligned with the steel frame 21. During the lowering process of the shear wall 1, the correction rod 64 in the sleeve 6 abuts the steel frame 21. The correction rod 64 abuts the outer wall of the steel frame 21 under the action of the elastic component. Under the reaction force of the elastic component, the sleeve 6 is driven to move to the position corresponding to the center of the steel frame 21, that is, the shear wall 1 will be offset. At this time, the crane cable will be offset. The crane is adjusted until the cable is in a vertical state until the shear wall 1 abuts against the floor 2. At this time, the support frame 12 can be used to reinforce the shear wall 1, and the wire-reeling assembly can be used to retract the traction rope 51 so as to cast the sleeve 6 through the casting pipe 33 and carry out subsequent processes.

[0046] The above are all preferred embodiments of the present application, and are not intended to limit the scope of protection of the present application. Therefore, any equivalent changes made based on the structure, shape, and principle of the present application should be included in the scope of protection of the present application.

Claims

1. An assembled shear wall connection structure, characterized by: The invention comprises a plurality of sleeves (6), a plurality of positioning anchors (5) and a wire-reeling assembly arranged on a side of a shear wall (1) close to the ground, wherein the plurality of sleeves (6) are arranged at intervals along the length direction of the shear wall (1), the plurality of positioning anchors (5) correspond to the positions of the plurality of sleeves (6), a traction rope (51) is arranged at one end of the positioning anchor (5), the positioning anchor (5) is suspended outside the sleeve (6) along the center line of the sleeve (6) through the traction rope (51), and the wire-reeling assembly is used to reel in or release the traction rope. A rope (51), a correction frame (62) is provided at one end of the sleeve (6) close to the ground, a plurality of correction rods (64) are connected to the inner wall of the correction frame (62) in a circumferential array, one end of each of the correction rods (64) is hinged to the correction frame (62), an elastic component is provided in the correction frame (62) for rotating the free ends of each of the correction rods (64) toward the center of the correction frame (62), and each of the sleeves (6) is connected to a pouring pipe (33) for pouring concrete inwardly; The inner wall of the correction frame (62) is provided with a plurality of sliding grooves (621) corresponding to the correction rod (64). The elastic component includes a slider (65), a connecting rod (66) and an elastic member (67). The slider (65) is slidably connected to the sliding groove (621). One end of the connecting rod (66) is hinged to the slider (65) and the other end is hinged to the correction rod (64). The elastic member (67) is arranged in the sliding groove (621) and pushes the slider (65) to move. The invention also includes an abutment ring (22) and a limiting ring (23), wherein the abutment ring (22) and the limiting ring (23) are preset on the steel frame (21), a first chamfer (221) is provided along the circumference of the abutment ring (22) on the side away from the ground, a clamping groove (231) for clamping the correction rod (64) is provided on the outer circumference of the limiting ring (23), and a second chamfer (641) for abutting the first chamfer (221) is provided on one side of the correction rod (64), and the correction frame (62) can pass through the abutment ring (22) and the limiting ring (23) in sequence from top to bottom.

2. The assembled shear wall connection structure according to claim 1, characterized in that: The wire take-up assembly comprises a connecting pipe (3) and a rotating shaft (4) arranged in the shear wall (1); the connecting pipe (3) is arranged perpendicular to the length direction of the plurality of sleeves (6); the rotating shaft (4) is rotatably connected to the connecting pipe (3); the plurality of traction ropes (51) are all connected to the rotating shaft (4); the connecting pipe (3) is communicated with the sleeve (6); the pouring pipe (33) is connected to the connecting pipe (3); and a driving assembly for driving the rotating shaft (4) to rotate is arranged outside the connecting pipe (3).

3. The assembled shear wall connection structure according to claim 2, characterized in that: A plurality of rotating blocks (43) are arranged at intervals along the length of the rotating shaft (4); a plurality of the traction ropes (51) are correspondingly connected to the plurality of rotating blocks (43); and a guide groove (431) for winding the traction ropes (51) is provided on the circumference of the rotating block (43).

4. The assembled shear wall connection structure according to claim 2, characterized in that: The invention also includes a plurality of limit frames (61), wherein the positions of the plurality of limit frames (61) correspond to the positions of the plurality of correction frames (62), and a plurality of limit blocks (611) are provided on one side of the limit frame (61), wherein the limit blocks (611) can pass through the correction frame (62) to the corresponding slider (65), and the rotating shaft (4) is provided with a plurality of gears (44) along the length, wherein the gears (44) are engaged with a rack (45), and one end of the rack (45) is connected to the limit frame (61).

5. The assembled shear wall connection structure according to claim 4, characterized in that: One end of the connecting tube (3) is connected to a reinforcing rod (34) in a sliding manner along the length direction, and the other end is provided with a slot (31) for the adjacent reinforcing rod (34) to be inserted after sliding. The reinforcing rod (34) is provided with a connecting groove (341) at one end close to the rotating shaft (4). The rotating shaft (4) is inserted into the connecting groove (341). The rotating shaft (4) is threadedly connected to the reinforcing rod (34). The outer wall of the reinforcing rod (34) is provided with a plurality of protrusions (343) along the circumferential direction. The connecting tube (3) is provided with a groove (32) along the length direction of the reinforcing rod (34) for the protrusions (343) to slide.

6. The assembled shear wall connection structure according to claim 1, characterized in that: The pouring pipe (33) comprises a slurry outlet pipe (331) and a slurry inlet pipe (332) arranged in sequence in the direction of gravity.

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