CN220521954U - Wall form reinforcing member for double shear wall part at deformation joint - Google Patents
Wall form reinforcing member for double shear wall part at deformation joint Download PDFInfo
- Publication number
- CN220521954U CN220521954U CN202322039867.5U CN202322039867U CN220521954U CN 220521954 U CN220521954 U CN 220521954U CN 202322039867 U CN202322039867 U CN 202322039867U CN 220521954 U CN220521954 U CN 220521954U
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- deformation joint
- wall
- wood back
- built
- reinforcing member
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 19
- 239000002023 wood Substances 0.000 claims abstract description 40
- 229910000831 Steel Inorganic materials 0.000 claims description 27
- 239000010959 steel Substances 0.000 claims description 27
- 230000000149 penetrating effect Effects 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 abstract description 5
- 238000005498 polishing Methods 0.000 abstract description 3
- 230000007547 defect Effects 0.000 abstract description 2
- 230000008439 repair process Effects 0.000 abstract description 2
- 239000004567 concrete Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 239000004793 Polystyrene Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 229920002223 polystyrene Polymers 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Finishing Walls (AREA)
Abstract
The utility model provides a wall template reinforcing member for a double shear wall part at a deformation joint, which comprises ladle wood back edges positioned at two sides of a wall at the deformation joint, wherein a plurality of built-in nuts are fixed on the ladle wood back edges between the two walls, the built-in nuts are connected with screws, and the other ends of the screws penetrate through the two ladle wood back edges and are connected with fastening nuts; the utility model has simple design structure and convenient operation, the wall body at the deformation joint can be effectively reinforced by adopting the reinforcing scheme, the section size and the appearance quality of the wall body can be effectively controlled, and the problems of serious quality risk of the wall body that the effective interface is reduced and the polishing repair cost caused by appearance quality defects and the like caused by difficult reinforcement are solved.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a wall form reinforcing member for a double shear wall part at a deformation joint.
Background
Shear walls are also known as wind-resistant walls, shock-resistant walls or structural walls. Wall bodies in houses or structures, which mainly bear horizontal load and vertical load (gravity) caused by wind load or earthquake action, prevent structures from shearing (shearing) and damaging, and are generally formed by pouring reinforced concrete. At present, the shear wall can be constructed by adopting a traditional template reinforcing mode, however, when the shear wall at the deformation joint is constructed, the problem of high construction difficulty exists, and the problem is that under the normal condition, the double-wall position at the deformation joint of the shear wall is only 200mm in construction space, and the template reinforcing difficulty at one side is higher after the template reinforcing at the other side is finished. In the prior art, reinforcement is generally adopted to reinforce or fill extruded polystyrene boards and other modes, reinforcement of a reinforcement back edge is difficult to reinforce a long wall, and filling extruded polystyrene boards is easy to displace and deform in concrete pouring and vibrating processes, so that the conditions of small wall section, poor appearance quality and the like of the part are easy to occur.
Disclosure of Invention
The utility model provides a wall template reinforcing member for a double-shear wall part at a deformation joint, which aims to solve the problems that the reinforcing of a post-cast side shear wall is difficult at the double-wall position at the deformation joint of the traditional shear wall, the shear wall at the part is easy to deform, shift and have poor quality of impression after casting, and the polishing and repairing cost is increased.
The technical scheme of the utility model is realized as follows:
a wall template reinforcing member for a double shear wall part at a deformation joint comprises ladle wood back edges positioned at two sides of a wall at the deformation joint, a plurality of built-in nuts are fixed on the ladle wood back edges between the two walls, a screw is connected to the built-in nuts, and fastening nuts are connected after the other end of the screw passes through the two ladle wood back edges.
Preferably, the steel ladle wood back ridge is a square bar with the section width of 50mm, the steel ladle wood back ridge comprises a wood bar at the center and a steel plate with the thickness of 2mm at the outer part, and the steel plate is fixed at the outer part of the wood bar.
Preferably, the screw is a double-end screw with the specification of M18, and the middle part of the screw is of a rod-shaped structure without wires.
Preferably, the built-in nut is embedded in the steel ladle wood back ridge between the two walls, and the central axis of the built-in nut is parallel to the horizontal plane and is perpendicular to the side surface of the steel ladle wood back ridge.
Preferably, the specification of the fastening nut is M18.
By adopting the technical scheme, the utility model has the beneficial effects that:
the utility model has simple design structure and convenient operation, the wall body at the deformation joint can be effectively reinforced by adopting the reinforcing scheme, the section size and the appearance quality of the wall body can be effectively controlled, and the problems of serious quality risk of the wall body that the effective interface is reduced and the polishing repair cost caused by appearance quality defects and the like caused by difficult reinforcement are solved.
Drawings
In order to more clearly illustrate the embodiments of the utility model or the technical solutions of the prior art, the drawings which are used in the description of the embodiments or the prior art will be briefly described, it being obvious that the drawings in the description below are only some embodiments of the utility model, and that other drawings can be obtained according to these drawings without inventive faculty for a person skilled in the art.
FIG. 1 is a schematic diagram of the structure of the present utility model;
fig. 2 is a working state diagram of the present utility model.
Wherein:
1. a ladle wood back ridge; 2. a built-in nut; 3. a screw; 4. and (5) fastening the nut.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-2, a wall template reinforcing member for a double shear wall part at a deformation joint comprises ladle wood back ribs 1 positioned at two sides of a wall at the deformation joint, a plurality of built-in nuts 2 are fixed on the ladle wood back ribs 1 between the two walls, a screw 3 is connected to the built-in nuts 2, and a fastening nut 4 is connected to the other end of the screw 3 after passing through the two ladle wood back ribs 1.
Specifically, the steel ladle wood back edge 1 is a square bar with the section width of 50mm, the steel ladle wood back edge 1 comprises a wood bar at the center and a steel plate with the thickness of 2mm at the outer part, and the steel plate is fixed at the outer part of the wood bar, so that the steel ladle wood back edge 1 has better structural strength and the service life of the steel ladle wood back edge is prolonged.
Specifically, the screw rod 3 is a double-end screw rod, the specification is M18, the middle part of the screw rod 3 is of a rod-shaped structure without wires, namely, only the outer diameter of two ends of the screw rod 3 is provided with external threads, so that when the screw rod 3 is connected with the built-in nut 2, the screw rod 3 can be fixed to the built-in nut 2 by rotating the screw rod 3 to a limit position, the screw rod 3 is kept fixed, and the external threads at the other end are used for connecting the fastening nut 4, so that the fastening effect on a template is achieved.
Specifically, the built-in nut 2 is embedded in the steel ladle wood back edge 1 between two walls, the central axis of the built-in nut 2 is parallel to the horizontal plane and is perpendicular to the side surface of the steel ladle wood back edge 1, so that the built-in nut 2 is fixed in the steel ladle wood back edge 1 to enable the built-in nut 2 to be assembled into an integral structure, the built-in nut 2 and the steel ladle wood back edge 1 can be connected in a welding mode, the central axis of the built-in nut 2 is parallel to the horizontal plane and is perpendicular to the two side surfaces of the steel ladle wood back edge 1, and the built-in nut 2 can keep the structure horizontal when being connected to the built-in nut 3 to strengthen a template.
In this example, the specification of the fastening nut 4 is M18, and the specification of the internal nut 2 is M18; different specifications can be selected according to the thickness of the shear wall and the specifications of the screw 3 so as to meet different construction requirements.
The working principle is that as shown in fig. 2, the distance between the shear wall to be poured and the adjacent shear wall is limited (only a construction distance of 200mm is reserved between the two shear walls), therefore, the ladle wood back edge 1 with the built-in nut 2 is installed between two walls, the ladle wood back edge 1 without the built-in nut 2 is installed on the other side of the wall, the two ladle wood back edges 1 are connected with templates, the two templates are oppositely arranged, a sleeve is sleeved in the middle of the screw 3 so as to abut against the inner wall of the templates, then the fastening nut 4 is installed on the screw 3, after the fastening nut 4 is screwed, the templates can be reinforced, concrete can be poured between the two templates after the reinforcing is completed, after the concrete pouring is completed and the concrete is solidified, the fastening nut 4 is loosened, the screw 3 is detached from the built-in nut 2, and the templates can be removed.
The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, alternatives, and improvements that fall within the spirit and scope of the utility model.
Claims (5)
1. A deformation joint double shear wall part wall form reinforcing member which is characterized in that: the steel ladle wood back edge structure comprises steel ladle wood back edges (1) positioned at two sides of a wall body at a deformation joint, wherein a plurality of built-in nuts (2) are fixed on the steel ladle wood back edges (1) between the two wall bodies, screw rods (3) are connected to the built-in nuts (2), and fastening nuts (4) are connected to the other ends of the screw rods (3) after penetrating through the two steel ladle wood back edges (1).
2. The double shear wall site wall form reinforcing member at a deformation joint according to claim 1, wherein: the steel ladle wood back edge (1) is a square strip with the section width of 50mm, the steel ladle wood back edge (1) comprises a wood strip at the center and a steel plate with the thickness of 2mm at the outer part, and the steel plate is fixed at the outer part of the wood strip.
3. The double shear wall site wall form reinforcing member at a deformation joint according to claim 1, wherein: the screw (3) is a double-end screw with the specification of M18, and the middle part of the screw (3) is of a rod-shaped structure without wires.
4. The double shear wall site wall form reinforcing member at a deformation joint according to claim 1, wherein: the built-in nut (2) is embedded in the steel ladle wood back ridge (1) between two walls, and the central axis of the built-in nut (2) is parallel to the horizontal plane and is perpendicular to the side surface of the steel ladle wood back ridge (1).
5. The double shear wall site wall form reinforcing member at a deformation joint according to claim 1, wherein: the specification of the fastening nut (4) is M18.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322039867.5U CN220521954U (en) | 2023-07-31 | 2023-07-31 | Wall form reinforcing member for double shear wall part at deformation joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322039867.5U CN220521954U (en) | 2023-07-31 | 2023-07-31 | Wall form reinforcing member for double shear wall part at deformation joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220521954U true CN220521954U (en) | 2024-02-23 |
Family
ID=89930302
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322039867.5U Active CN220521954U (en) | 2023-07-31 | 2023-07-31 | Wall form reinforcing member for double shear wall part at deformation joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220521954U (en) |
-
2023
- 2023-07-31 CN CN202322039867.5U patent/CN220521954U/en active Active
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