CN207092546U - A kind of subsiding crack both sides shear wall formwork for placing frame being easily installed - Google Patents
A kind of subsiding crack both sides shear wall formwork for placing frame being easily installed Download PDFInfo
- Publication number
- CN207092546U CN207092546U CN201720996494.2U CN201720996494U CN207092546U CN 207092546 U CN207092546 U CN 207092546U CN 201720996494 U CN201720996494 U CN 201720996494U CN 207092546 U CN207092546 U CN 207092546U
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- CN
- China
- Prior art keywords
- template
- steel bar
- reinforcing steel
- shear force
- outboard
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
A kind of subsiding crack both sides shear wall formwork for placing frame being easily installed is the utility model is related to, is made up of subsiding crack, shear force wall reinforcing steel bar structure, inner side template, outboard template, split bolt, adjusting nut, template fixed seat, horizontal fixed bottom plate, connecting elements, brace；It is characterized in that the grid framework that the shear force wall reinforcing steel bar structure is formed together for vertical and horizontal alternate binding reinforcing bars；The inner side template is located at subsiding crack both sides；The outboard template is located at the lateral surface of shear force wall reinforcing steel bar structure；The split bolt is horizontally through from inner side template to outboard template；The template fixed seat is fixed on the lateral surface of outboard template；The horizontal fixed bottom plate is located at the downside of outboard template, and the fixed bottom plate of level is while connect the bottom of outboard template by connecting elements；The horizontal fixed bottom plate of brace lower end connection, the upper end of brace is fastened on the template fixed seat of outboard template lateral surface.The utility model is rational in infrastructure, and Stability Analysis of Structures, is easy to dismount, is brought great convenience to construction.
Description
Technical field
A kind of subsiding crack both sides shear wall formwork for placing frame being easily installed is the utility model is related to, belongs to Architectural Equipment neck
Domain.
Background technology
With the continuous development of society, transformation dynamics of the people to living environment is increasing, the available soil of people
Increase, but the actual living space of people is reduced constantly, in order to save soil, and more people can be given to provide inhabitation
Space, present building more and more higher, for geology in terms of consideration, people design when can be relative by high-rise building design
Independent structure bearing system, subsiding crack is left between two separate components, because distance is narrow between subsiding crack, people are pouring
The wall form of subsiding crack side is often first built during the shear wall of subsiding crack both sides, after waiting the concrete wall poured to solidify
Form removal builds the template of subsiding crack opposite side wall again, with the construction of this shear wall for completing subsiding crack both sides.At this
During, people build template completely by experience, and the perpendicularity of template is difficult to ensure that, it is easy to thickness of wall body inequality occur
Phenomenon.Such method can extend the duration, increase building cost.In order to solve these problems, it is necessary to be cut to subsiding crack both sides
Building for the template of power wall makes further research.
The content of the invention
The purpose of this utility model is to provide a kind of subsiding crack both sides shear wall formwork for placing frame being easily installed, people
When the shear wall to subsiding crack both sides is constructed, pouring for concrete can be completed by the device, it is convenient and swift.
A kind of subsiding crack both sides shear wall formwork for placing frame being easily installed, by subsiding crack, shear force wall reinforcing steel bar structure, inner side
Template, outboard template, split bolt, adjusting nut, template fixed seat, horizontal fixed bottom plate, connecting elements, brace composition；
It is characterized in that the grid framework that the shear force wall reinforcing steel bar structure is formed together for vertical and horizontal alternate binding reinforcing bars, shear force wall reinforcing steel bar
Structure has two, and is spaced between two shear force wall reinforcing steel bar structures and forms subsiding crack；The inner side template is located at subsiding crack two
Side, and inner side template is close to shear force wall reinforcing steel bar structure medial surface；The outboard template is located at the lateral surface of shear force wall reinforcing steel bar structure,
And outboard template is close to shear force wall reinforcing steel bar structure；The split bolt is horizontally through from inner side template to outboard template, to drawing spiral shell
Bolt end hauls inner side template, and split bolt front end is installed with adjusting nut, and split bolt causes inner side template and outboard template
Between keeping parallelism；The template fixed seat is fixed on the lateral surface of outboard template；The horizontal fixed bottom plate is located at outer side mold
The downside of plate, the fixed bottom plate of level is while connect the bottom of outboard template by connecting elements；The brace lower end connects water
Flat fixed bottom plate, the upper end of brace is fastened on the template fixed seat of outboard template lateral surface.
The beneficial effects of the utility model can not be constructed simultaneously in the shear wall according to subsiding crack both sides in skyscraper
The problem of, a kind of subsiding crack both sides shear wall formwork for placing frame being easily installed is devised, using the template frame, workpeople can be with
Improve operating efficiency.After putting up shear force wall reinforcing steel bar structure in the both sides of subsiding crack, inner side template and outboard template are pasted respectively
Inside and outside shear force wall reinforcing steel bar structure, run through inner side template and outboard template using split bolt, pass through adjusting nut
To adjust the distance between two templates so that keeping parallelism between two templates, then fix the upper end connection template of brace
Seat so that two templates are fixed vertically.The utility model is rational in infrastructure, and Stability Analysis of Structures, is easy to dismount, and is brought greatly to construction
It is convenient.
Brief description of the drawings
Fig. 1 is overall structure diagram of the present utility model.
In figure, subsiding crack 1, shear force wall reinforcing steel bar structure 2, inner side template 3, outboard template 4, split bolt 5, adjusting nut 6,
Template fixed seat 7, horizontal fixed bottom plate 8, connecting elements 9, brace 10.
Embodiment
It is better embodiment of the present utility model below, but does not therefore limit the scope of protection of the utility model.
As illustrated, a kind of subsiding crack both sides shear wall formwork for placing frame being easily installed, by subsiding crack 1, shear wall steel
The fixed bottom plate 8 of muscle structure 2, inner side template 3, outboard template 4, split bolt 5, adjusting nut 6, template fixed seat 7, level, connect
Connection member 9, brace 10 form；It is characterized in that the shear force wall reinforcing steel bar structure 2 is vertical and horizontal alternate binding reinforcing bars shape together
Into grid framework, shear force wall reinforcing steel bar structure 2 has two, and is spaced between two shear force wall reinforcing steel bar structures 2 and forms subsiding crack
1；The inner side template 3 is located at the both sides of subsiding crack 1, and inner side template 3 is close to the medial surface of shear force wall reinforcing steel bar structure 2；The outside
Template 4 is located at the lateral surface of shear force wall reinforcing steel bar structure 2, and outboard template 4 is close to shear force wall reinforcing steel bar structure 2；The split bolt 5
It is horizontally through from inner side template 3 to outboard template 4, the end of split bolt 5 hauls inner side template 3, and the front end of split bolt 5 is installed with
Adjusting nut 6, split bolt 5 cause keeping parallelism between inner side template 3 and outboard template 4；The template fixed seat 7 is fixed on
The lateral surface of outboard template 4；The horizontal fixed bottom plate 8 is located at the downside of outboard template 4, and the fixed one side of bottom plate 8 of level passes through
Connecting elements 9 connects the bottom of outboard template 4；The horizontal fixed bottom plate 8 of the lower end of brace 10 connection, the upper end of brace 10
It is fastened on the template fixed seat 7 of the lateral surface of outboard template 4.
The problem of the utility model can not construct simultaneously according to the shear wall of subsiding crack both sides in skyscraper, devises one
The subsiding crack both sides shear wall formwork for placing frame that kind is easily installed, using the template frame, workpeople can improve operating efficiency.
After shear force wall reinforcing steel bar structure is put up in the both sides of subsiding crack, inner side template and outboard template are attached to shear force wall reinforcing steel bar structure respectively
Inside and outside, run through inner side template and outboard template using split bolt, adjusted by adjusting nut between two templates
Distance so that keeping parallelism between two templates, the upper end of brace is then connected into template fixed seat so that two templates are vertical
It is fixed.The utility model is rational in infrastructure, and Stability Analysis of Structures, is easy to dismount, is brought great convenience to construction.
Claims (1)
- A kind of 1. subsiding crack both sides shear wall formwork for placing frame being easily installed, by subsiding crack, shear force wall reinforcing steel bar structure, interior side form Plate, outboard template, split bolt, adjusting nut, template fixed seat, horizontal fixed bottom plate, connecting elements, brace composition；Its It is characterized in the grid framework that the shear force wall reinforcing steel bar structure is formed together for vertical and horizontal alternate binding reinforcing bars, shear force wall reinforcing steel bar knot Structure has two, and is spaced between two shear force wall reinforcing steel bar structures and forms subsiding crack；The inner side template is located at subsiding crack both sides, And inner side template is close to shear force wall reinforcing steel bar structure medial surface；The outboard template is located at the lateral surface of shear force wall reinforcing steel bar structure, and Outboard template is close to shear force wall reinforcing steel bar structure；The split bolt is horizontally through from inner side template to outboard template, split bolt End hauls inner side template, and split bolt front end is installed with adjusting nut, split bolt cause inner side template and outboard template it Between keeping parallelism；The template fixed seat is fixed on the lateral surface of outboard template；The horizontal fixed bottom plate is located at outboard template Downside, the fixed bottom plate of level passes through the bottom of connecting elements connection outboard template on one side；The brace lower end connection is horizontal Fixed bottom plate, the upper end of brace is fastened on the template fixed seat of outboard template lateral surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720996494.2U CN207092546U (en) | 2017-08-10 | 2017-08-10 | A kind of subsiding crack both sides shear wall formwork for placing frame being easily installed |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720996494.2U CN207092546U (en) | 2017-08-10 | 2017-08-10 | A kind of subsiding crack both sides shear wall formwork for placing frame being easily installed |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207092546U true CN207092546U (en) | 2018-03-13 |
Family
ID=61544707
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720996494.2U Expired - Fee Related CN207092546U (en) | 2017-08-10 | 2017-08-10 | A kind of subsiding crack both sides shear wall formwork for placing frame being easily installed |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207092546U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184188A (en) * | 2018-10-22 | 2019-01-11 | 上海绿地建设(集团)有限公司 | A kind of ruggedized construction of shear wall formwork |
-
2017
- 2017-08-10 CN CN201720996494.2U patent/CN207092546U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109184188A (en) * | 2018-10-22 | 2019-01-11 | 上海绿地建设(集团)有限公司 | A kind of ruggedized construction of shear wall formwork |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180313 Termination date: 20180810 |