Reinforcing system of shear wall outer wall pouring formwork with built-in polyphenyl insulation board
By setting up a reinforcement system for pulling screws, chucks and pulling bolts in the shear wall exterior wall casting formwork, the problem of displacement and tearing of polystyrene insulation board during the pouring process is solved, ensuring the steel mesh and formwork Correct contact improves construction operability and wall molding quality.
Patent Information
- Application Number
- CN202421236153.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-06-03
- Publication Date
- 2025-02-14
- Estimated Expiration
- 2034-06-03
AI Technical Summary
During the pouring of shear walls, the polystyrene insulation board is prone to displacement and tear. The double-layer steel mesh is connected to the outer formwork, causing the steel mesh to be exposed after the mold is removed, which requires secondary repair. During the construction process, and It is prone to cause gaps to fall off.
The shear wall casting template reinforcement system with built-in polystyrene insulation board is used. By setting the middle section of the pulling screw, chuck and pulling bolt on the polystyrene insulation board, the positioning and fixing of the p-polyne insulation board is achieved, and the The positioning disc ensures the thickness of the concrete protective layer on the wire mesh.
Effectively prevent the polystyrene insulation board from shifting and tearing during concrete pouring, ensure that the steel mesh is in correct contact with the formwork, reduce the need for secondary repair, and improve construction operability and wall molding quality.
Smart Images
Figure CN222478128U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to a shear wall external wall casting template, in particular to a shear wall external wall casting template reinforcement system with a polystyrene insulation board built in. Background Art
[0002] Some residential buildings with shear wall structures have built-in polystyrene insulation boards in their exterior walls, and double-layer steel meshes are arranged on the outside of the polystyrene insulation boards, with gaps arranged between the two layers of steel meshes. The construction process of the exterior wall of this structure is as follows: first, the steel bar system inside the shear wall is tied, and the polystyrene insulation board with the double-layer steel mesh is arranged on the outside of the steel bar system inside the shear wall, and the double-layer steel mesh on the polystyrene insulation board is arranged on the outside of the wall, and the inner and outer wooden formworks of the shear wall exterior wall are supported, and a pad is arranged between the outer side surface of the double-layer steel mesh of the polystyrene insulation board and the inner side surface of the corresponding wall formwork, so that a surface gap space for concrete pouring is formed between the outer side surface of the double-layer steel mesh and the inner side surface of the wall formwork, and then, the formworks on both sides are fixed by inner support rods and tension bolts passing through the polystyrene insulation board. After the formwork reinforcement system is completed, on the upper side of the inner side of the insulation board Concrete is poured in turn on the upper ports of the ports, the double-layer mesh gaps and the surface layer gaps, thereby completing the pouring of the outer wall of the shear wall with the polystyrene insulation board built in. This traditional construction method has the following problems: (1) Since the inner support rods and the tension bolts pass through the holes in the insulation board, the insulation board will shift left and right along the inner support rods and the tension bolts during the positioning of the insulation board; (2) During the pouring and vibration of concrete, the pad set between the outer side surface of the double-layer steel mesh and the inner side surface of the corresponding wall formwork is prone to fall off, causing the double-layer steel mesh to abut against the outer formwork, resulting in the steel mesh being exposed on the outer side surface of the wall after the formwork is removed, requiring secondary repair; (3) Since the polystyrene insulation board is relatively soft, it is prone to tearing and damage during the pouring and vibration of concrete, resulting in damage to the insulation layer. Summary of the invention
[0003] The utility model provides a reinforcement system for an external wall casting template of a shear wall with a built-in polystyrene insulation board, which solves the above-mentioned problem in casting the shear wall with a built-in polystyrene insulation board.
[0004] The utility model solves the above technical problems through the following technical solutions:
[0005] A reinforcement system for a shear wall exterior casting formwork with a built-in polystyrene insulation board, comprising a left formwork, a right formwork and a polystyrene insulation board, a double-layer steel wire mesh is arranged on the right side elevation of the polystyrene insulation board, a first gap in the mesh and a second gap in the mesh are respectively arranged between the right side elevation of the polystyrene insulation board and the double-layer steel wire mesh; a middle section tension screw is passed through the polystyrene insulation board, a right clamp is fixedly connected to the right end of the middle section tension screw, the left side elevation of the right clamp is abutted against the right side elevation of the polystyrene insulation board, and a right clamp is arranged at the center of the right side elevation of the right clamp There is a central screw hole of the right clamping plate, and the left clamping plate is screwed on the left end of the middle section tension screw rod that passes through the polystyrene insulation board to the left. The left clamping plate is abutted against the left vertical surface of the polystyrene insulation board, and a left central screw hole of the left clamping plate is arranged on the left vertical surface of the left clamping plate; the left section tension bolt is screwed in the left central screw hole, and the right section tension bolt is screwed in the central screw hole of the right clamping plate. The left section tension bolt, the left clamping plate, the middle section tension screw, the right clamping plate and the right section tension bolt jointly fix the left formwork and the right formwork together, and at the same time limit and fix the polystyrene insulation board.
[0006] A right central screw hole is arranged on the right side vertical surface of the left clamping plate, and the left clamping plate is screwed together with the left end of the tension screw rod through the right central screw hole; a left template positioning plate is arranged on the left section tension bolt, and a right template positioning plate is arranged on the right section tension bolt.
[0007] A left wooden slat and a left horizontal steel pipe are respectively arranged on the left side facade of the left formwork, and the left end of the left section tension bolt passes through the left wooden slat, the left horizontal steel pipe and the left butterfly clamp in sequence and is connected with the left nut; a right wooden slat and a right horizontal steel pipe are respectively arranged on the right side facade of the right formwork, and the right end of the right section tension bolt passes through the right wooden slat, the right horizontal steel pipe and the right butterfly clamp in sequence and is connected with the right nut; a concrete protective layer pouring gap is arranged between the right formwork and the right outer facade of the double-layer steel mesh.
[0008] The utility model adopts a three-section design of the tension bolts, and realizes the positioning and fixation of the polystyrene insulation board by arranging a positioning plate on each section of the screw rod, so that the polystyrene insulation board will not be displaced or torn during the pouring of wall concrete, and at the same time, the thickness of the concrete protective layer on the wire mesh is guaranteed by the positioning plate, the construction operability is strong, and the wall forming quality is high. BRIEF DESCRIPTION OF THE DRAWINGS
[0009] Figure 1 It is a structural schematic diagram of the utility model
[0010] Figure 2 It is a structural schematic diagram of the middle section tension screw 1 of the utility model;
[0011] Figure 3 is a diagram of the connection relationship between the middle section tension screw 1 and the left chuck 4;
[0012] Figure 4 This is a schematic diagram of the connection structure of the three-section tension screw rod of the utility model;
[0013] Figure 5 is a diagram showing the connection relationship between the middle section tension screw 1 and the polystyrene insulation board 11;
[0014] Figure 6 is a connection diagram of the polystyrene insulation board 11 and the left clamping plate 4;
[0015] Figure 7 It is a schematic diagram of the structure of the polystyrene insulation board 11 after being positioned by three sections of tension screws. DETAILED DESCRIPTION
[0016] The utility model is described in detail below with reference to the accompanying drawings:
[0017] A reinforcement system for a shear wall exterior casting formwork with a built-in polystyrene insulation board, comprising a left formwork 15, a right formwork 21 and a polystyrene insulation board 11, a double-layer steel wire mesh 12 is arranged on the right side elevation of the polystyrene insulation board 11, a first gap 13 in the mesh and a second gap 14 in the mesh are respectively arranged between the right side elevation of the polystyrene insulation board 11 and the double-layer steel wire mesh 12; a middle section tension screw 1 is passed through the polystyrene insulation board 11, a right clamping plate 2 is fixedly connected to the right end of the middle section tension screw 1, the left side elevation of the right clamping plate 2 is abutted against the right side elevation of the polystyrene insulation board 11, a right clamping plate central screw hole 3 is arranged at the center of the right side elevation of the right clamping plate 2, and a left clamping plate is screwed on the left end of the middle section tension screw 1 passing through the polystyrene insulation board 11 to the left 4, the left clamping plate 4 is abutted against the left side facade of the polystyrene insulation board 11, and a left central screw hole 6 of the left clamping plate 4 is arranged on the left side facade of the left clamping plate 4; a left section tension bolt 9 is screwed in the left central screw hole 6, and a right section tension bolt 7 is screwed in the central screw hole 3 of the right clamping plate. The left section tension bolt 9, the left clamping plate 4, the middle section tension screw 1, the right clamping plate 2 and the right section tension bolt 7 jointly fix the left side formwork 15 and the right side formwork 21 together, and at the same time limit and fix the polystyrene insulation board 11; when pouring wall concrete, the concrete enters from the first gap 13 in the mesh, the second gap 14 in the mesh, and the concrete protective layer pouring gap 22 respectively, which ensures the thickness of the protective layer and also realizes the stable positioning of the polystyrene insulation board 11 in the wall.
[0018] A right central screw hole 5 is arranged on the right side facade of the left clamping plate 4, and the left clamping plate 4 is screwed together with the left end of the tension screw 1 through the right central screw hole 5; a left side template positioning plate 10 is arranged on the left section tension bolt 9, and a right side template positioning plate 8 is arranged on the right section tension bolt 7; the left side template positioning plate 10 and the right side template positioning plate 8 realize the internal support positioning of the left side template 15 and the right side template 21, eliminating the need to set up the internal support rod of the template.
[0019] A left wooden slat 17 and a left horizontal steel pipe 18 are respectively arranged on the left side facade of the left side formwork 15, and the left end of the left section tension bolt 9 passes through the left wooden slat 17, the left horizontal steel pipe 18 and the left butterfly clip 19 in sequence and is connected with the left nut 20; a right wooden slat 23 and a right horizontal steel pipe 24 are respectively arranged on the right side facade of the right side formwork 21, and the right end of the right section tension bolt 7 passes through the right wooden slat 23, the right horizontal steel pipe 24 and the right butterfly clip 25 in sequence and is connected with the right nut 16; a concrete protective layer casting gap 22 is arranged between the right side formwork 21 and the right outer side facade of the double-layer steel wire mesh 12; the left side formwork positioning plate 10 and the right side formwork positioning plate 8 can be made of plastic material, and PVC pipes can be sleeved on the left section tension bolt 9 and the right section tension bolt 7. When the concrete is solidified, the left section tension bolt 9 and the right section tension bolt 7 can be removed and reused.
Claims
1. A reinforcement system for a shear wall external wall casting formwork with a built-in polystyrene insulation board, comprising a left formwork (15), a right formwork (21) and a polystyrene insulation board (11), a double-layer steel wire mesh (12) being arranged on the right side elevation of the polystyrene insulation board (11), and a first gap (13) and a second gap (14) in the mesh being arranged between the right side elevation of the polystyrene insulation board (11) and the double-layer steel wire mesh (12); characterized in that: A middle tension screw (1) is passed through the polystyrene insulation board (11), a right clamp (2) is fixedly connected to the right end of the middle tension screw (1), the left side elevation of the right clamp (2) is abutted against the right side elevation of the polystyrene insulation board (11), a right clamp central screw hole (3) is provided at the center of the right side elevation of the right clamp (2), a left clamp (4) is screwed to the left end of the middle tension screw (1) passing through the polystyrene insulation board (11) to the left, and the left clamp (4) is abutted against the left side elevation of the polystyrene insulation board (11). A left central screw hole (6) of the left clamping plate (4) is provided on the left vertical surface of the left clamping plate (4); a left section tension bolt (9) is screwed into the left central screw hole (6); a right section tension bolt (7) is screwed into the right clamping plate central screw hole (3); the left section tension bolt (9), the left clamping plate (4), the middle section tension screw rod (1), the right clamping plate (2) and the right section tension bolt (7) together fix and pull the left side formwork (15) and the right side formwork (21) together, and at the same time limit and fix the polystyrene insulation board (11).
2. A reinforcement system for a shear wall exterior casting formwork with a built-in polystyrene insulation board according to claim 1, characterized in that: A right central screw hole (5) is provided on the right side elevation of the left clamping plate (4), and the left clamping plate (4) is screwed together with the left end of the tension screw rod (1) through the right central screw hole (5); a left template positioning plate (10) is provided on the left section tension bolt (9), and a right template positioning plate (8) is provided on the right section tension bolt (7).
3. A reinforcement system for a shear wall exterior casting formwork with a built-in polystyrene insulation board according to claim 1 or 2, characterized in that: A left wooden slat (17) and a left horizontal steel pipe (18) are respectively arranged on the left side elevation of the left side formwork (15); the left end of the left section tension bolt (9) passes through the left wooden slat (17), the left horizontal steel pipe (18) and the left butterfly clip (19) in sequence and is connected to the left nut (20); a right wooden slat (23) and a right horizontal steel pipe (24) are respectively arranged on the right side elevation of the right side formwork (21); the right end of the right section tension bolt (7) passes through the right wooden slat (23), the right horizontal steel pipe (24) and the right butterfly clip (25) in sequence and is connected to the right nut (16); a concrete protective layer casting gap (22) is arranged between the right side formwork (21) and the right outer side elevation of the double-layer steel mesh (12).