CN210563380U - Combined template at deformation joint of building construction - Google Patents
Combined template at deformation joint of building construction Download PDFInfo
- Publication number
- CN210563380U CN210563380U CN201921232441.9U CN201921232441U CN210563380U CN 210563380 U CN210563380 U CN 210563380U CN 201921232441 U CN201921232441 U CN 201921232441U CN 210563380 U CN210563380 U CN 210563380U
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- mountain
- shaped clamp
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- deformation joint
- shear wall
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Abstract
The utility model belongs to the technical field of design and improvement of building construction equipment, and particularly discloses a combined template at a building construction deformation joint, which comprises shear walls and deformation joints positioned between the shear walls, wherein a wood square plate and a mirror surface large template are connected with the shear walls by using a mountain-shaped clamp and a support steel pipe passing through the mountain-shaped clamp at the deformation joint side; the wood square plate and the mirror surface large template are connected with the shear wall through the mountain-shaped clamp and the supporting steel pipe penetrating through the mountain-shaped clamp on the shear wall side, meanwhile, a PVC pipe channel preset in the shear wall is utilized, a harness cord counter-pulling screw penetrates through the mountain-shaped clamp on the shear wall side, penetrates through the PVC pipe channel and is connected with the mountain-shaped clamp on the deformation joint side, and finally the deformation joint combined template is erected. The utility model discloses stable in structure, can have enough to meet the need the use many times, practice thrift the cost.
Description
Technical Field
The utility model belongs to the technical field of the design and the improvement of construction equipment, specifically disclose a construction movement joint built-up plate.
Background
At present, when deformation joints are constructed on a main body shear wall in building engineering, (1) the joints are generally plugged by polyurethane polystyrene boards, and because the polyurethane polystyrene boards are softer, when concrete is poured, the polyurethane polystyrene boards are easy to stick to reinforcing steel bars on one side, and the thickness of a reinforcing steel bar protective layer cannot be ensured; (2) the traditional template is adopted for reinforcement, but the template cannot be taken out, so that material waste is caused.
Disclosure of Invention
The utility model aims at: the utility model provides a building construction movement joint department composite formwork, can effectively solve the narrow template of movement joint and can't install or can't demolish the problem of template.
The utility model discloses technical scheme: a building construction deformation joint combined template comprises shear walls and deformation joints positioned between the shear walls, wherein a wood square plate and a mirror surface large template are connected with the shear walls by using a mountain-shaped clamp and a support steel pipe penetrating through the mountain-shaped clamp at the side of the deformation joints; the wood square plate and the mirror surface large template are connected with the shear wall through the mountain-shaped clamp and the supporting steel pipe penetrating through the mountain-shaped clamp on the shear wall side, meanwhile, a PVC pipe channel preset in the shear wall is utilized, a harness cord counter-pulling screw penetrates through the mountain-shaped clamp on the shear wall side, penetrates through the PVC pipe channel and is connected with the mountain-shaped clamp on the deformation joint side, and finally the deformation joint combined template is erected. The PVC pipe channels are at least provided with two groups.
Has the advantages that: the utility model 1 has stable using structure, durability and low price; 2. the deformation joint template is simple, convenient and reliable to fix, convenient to disassemble and assemble and convenient to use repeatedly, and cost is saved; 3. the method not only ensures the civilized construction and the construction period of a construction unit, but also ensures the related benefits of the construction unit, and has good social benefits.
Drawings
Fig. 1 is a schematic view of the structure of the present invention.
Detailed Description
The embodiment of the invention relates to a combined formwork for a deformation joint in building construction, which is shown in an attached drawing 1 and comprises shear walls 1 and deformation joints 2 positioned between the shear walls 1, wherein a wood square plate 5 and a large mirror surface formwork 6 are connected with the shear walls 1 by using a mountain-shaped clamp 3 and a support steel pipe 4 penetrating through the mountain-shaped clamp 3 at the side of the deformation joints 2; a wood square plate 5 and a mirror surface large template 6 are connected with the shear wall 1 through the mountain-shaped clamps 3 and the supporting steel pipes 4 penetrating through the mountain-shaped clamps 3 on the side of the shear wall 1, meanwhile, a PVC pipe channel 7 preset in the shear wall 1 is utilized, a harness cord counter-pulling screw penetrates through the mountain-shaped clamps 3 on the side of the shear wall 1 and penetrates through the PVC pipe channel 7 to be connected with the mountain-shaped clamps 3 on the side of the deformation joint 2, and finally the deformation joint combined template is erected. The PVC pipe channels are at least provided with two groups.
In the production practice, a shaping template system is formed by combining a mirror-surface large template, a steel pipe, a batten, a mountain-shaped clamp and a harness cord tie rod. The steel pipe is consolidated to movement joint side and all needs welded fastening with chevron card, chevron card and nut, and the horizontal interval of 3mm thick steel sheet counter pull rod should be 900mm to the welding, and vertical interval should be according to the vertical counter pull rod interval setting in the template support calculation book, makes the template form the typical forms, can used repeatedly. The deformation joint side is spliced into an integral template, and the template is installed and dismantled by utilizing an on-site hoisting machine. And one end of the other side template is welded with a short reinforcing steel bar (phi 8 or 10) handle with the length of 80mm by utilizing a harness cord counter-pulling screw rod in the field abutted joint butt joint, so that the construction and the connection are firm, and the next procedure construction is carried out after acceptance check.
The specific construction process comprises the following steps: 1. firstly, carrying out shear wall template support calculation according to a construction drawing; 2. obtaining the specification, model and spacing of materials such as a mirror surface large template, a steel pipe, a batten, a mountain-shaped clamp, a harness cord pair pull rod and the like of a template supporting system according to a calculation book; assembling the templates on site, welding 3mm thick steel plates on the templates close to the deformation joint side, setting the horizontal distance between the tie rods to be 900mm, and assembling the tie rods into a whole (the deformation joint side reinforced steel pipe and the mountain-shaped clamp and the nut need to be welded and fixed) according to the vertical distance between the tie rods in the template support calculation book; 3. hoisting the template in place by using an on-site hoisting machine, filling a protective layer cushion block, installing the other side template, firmly connecting the other side template by adopting a harness cord counter-pulling screw (one end of which is welded with a short steel bar (phi 8 or 10) handle with the length of 80 mm), and performing next procedure construction after acceptance inspection is qualified; 4. and after the strength of the concrete meets the requirement of form removal, integrally hoisting the deformation joint side form plate to a form reinforcing area by using an on-site hoisting machine, and cleaning and brushing a release agent for later use.
Claims (2)
1. The utility model provides a building construction movement joint department composite formwork, includes shear force wall (1) and movement joint (2) that are located between shear force wall (1), its characterized in that: connecting a wood square plate (5) and a mirror surface large template (6) with the shear wall (1) by using a mountain-shaped clamp (3) and a support steel pipe (4) penetrating through the mountain-shaped clamp (3) at the deformation joint (2) side; a wood square plate (5) and a mirror surface large template (6) are connected with the shear wall (1) through a mountain-shaped clamp (3) and a supporting steel pipe (4) penetrating through the mountain-shaped clamp (3) on the side of the shear wall (1), meanwhile, a PVC pipe channel (7) preset in the shear wall (1) before is utilized, a harness cord counter-pulling screw penetrates through the mountain-shaped clamp (3) on the side of the shear wall (1), penetrates through the PVC pipe channel (7) and is connected with the mountain-shaped clamp (3) on the side of a deformation joint (2), and finally the deformation joint combined template is erected.
2. The combined template at the deformation joint for building construction according to claim 1, wherein: the PVC pipe channels are at least provided with two groups.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921232441.9U CN210563380U (en) | 2019-08-01 | 2019-08-01 | Combined template at deformation joint of building construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921232441.9U CN210563380U (en) | 2019-08-01 | 2019-08-01 | Combined template at deformation joint of building construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210563380U true CN210563380U (en) | 2020-05-19 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921232441.9U Active CN210563380U (en) | 2019-08-01 | 2019-08-01 | Combined template at deformation joint of building construction |
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| Country | Link |
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| CN (1) | CN210563380U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114961234A (en) * | 2022-05-29 | 2022-08-30 | 中国五冶集团有限公司 | Shear wall formwork structure for deformation joint and construction method |
-
2019
- 2019-08-01 CN CN201921232441.9U patent/CN210563380U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114961234A (en) * | 2022-05-29 | 2022-08-30 | 中国五冶集团有限公司 | Shear wall formwork structure for deformation joint and construction method |
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