CN205444903U - Shear force wall wind -tunnel bush board - Google Patents
Shear force wall wind -tunnel bush board Download PDFInfo
- Publication number
- CN205444903U CN205444903U CN201620242429.6U CN201620242429U CN205444903U CN 205444903 U CN205444903 U CN 205444903U CN 201620242429 U CN201620242429 U CN 201620242429U CN 205444903 U CN205444903 U CN 205444903U
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- wall wind
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Abstract
The utility model relates to a template for the concrete placement especially relates to shear force template for the wall. A shear force wall wind -tunnel bush board, it includes a tub that matches with the dimension of opening, establish in the tub vertical to the support, open the upper and lower corresponding position of tub has the stick that supplies to vibrate to pass the square hole. The utility model discloses guarantee a qualification rate of engineering, reduce the repair after the form removal, reach the effect that improves the engineering quality.
Description
Technical field
This utility model relates to concreting template, particularly relates to shear wall template.
Background technology
Air ports on shear wall etc. are bigger due to design width when casting concrete, use tradition mold method when casting concrete, vibrating head cannot be introduced into immediately below hole, cause hole lower concrete to vibrate, cause concrete vibrating unreal, the phenomenon such as voids and pits, leakage muscle often occurs, can only repair after form removal, affect construction quality, increase maintenance cost, waste time and energy.
Summary of the invention
This utility model is intended to overcome the defect of prior art, it is provided that a kind of shear wall wind-tunnel mouth template.This utility model ensures the first-time qualification rate of engineering, reduces the repairing after form removal, reaches to improve the effect of construction quality.
This utility model one shear wall wind-tunnel mouth template, it includes one and the tub of dimension of opening coupling, sets vertical support in tub, and the correspondence position up and down of described tub has for vibrating spear through square hole.
Described shear wall wind-tunnel mouth template, is spaced 200mm between the support in described tub.
During this utility model casting concrete, vibrating head is goed deep on the downside of hole by this square hole, concrete vibrating is closely knit.According to shear wall air port width and vibrating head sphere of action, the hole quantity offered can be regulated, tested by scene, hole spacing is set according to the model of vibrating head and is advisable at 600-800mm.Complete until concreting and when reaching form removable condition, first the cuboid plain concrete in hole is knocked out, can be used for making cushion block of concrete bar protective layer, then carry out form removable.So, it is to avoid lower concrete leakiness of vibrating in hole maybe cannot be vibrated and the voids and pits that causes and leakage muscle phenomenon, improves construction quality, decreases later stage renewal expense.
The plain concrete columns that through hole produces can be cut into cushion block of concrete bar protective layer by this utility model, and secondary utilizes, energy-conserving and environment-protective, and the finished product protection layer cushion block that intensity is relatively bought is high, kills two birds with one stone.This utility model makes simple, can reuse, and improves efficiency of construction.
Accompanying drawing explanation
Fig. 1 is schematic diagram of the present utility model.
Detailed description of the invention
As it is shown in figure 1, a kind of shear wall wind-tunnel mouth template, it includes one and the tub 1 of dimension of opening coupling, sets vertical support 2 in tub, and the correspondence position up and down of described tub has for vibrating spear 4 through square hole 3.
Described shear wall wind-tunnel mouth template, is spaced 200mm between the support 2 in described tub.
Claims (2)
1. a shear wall wind-tunnel mouth template, it is characterised in that it includes and the tub of dimension of opening coupling, sets vertical support in tub, and the correspondence position up and down of described tub has for vibrating spear through square hole.
Shear wall wind-tunnel mouth template the most according to claim 1, it is characterised in that be spaced 200mm between the support in described tub.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620242429.6U CN205444903U (en) | 2016-03-28 | 2016-03-28 | Shear force wall wind -tunnel bush board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620242429.6U CN205444903U (en) | 2016-03-28 | 2016-03-28 | Shear force wall wind -tunnel bush board |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205444903U true CN205444903U (en) | 2016-08-10 |
Family
ID=56607583
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620242429.6U Active CN205444903U (en) | 2016-03-28 | 2016-03-28 | Shear force wall wind -tunnel bush board |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205444903U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110274744A (en) * | 2019-07-04 | 2019-09-24 | 中建六局建设发展有限公司 | A kind of demoulding method for wind-tunnel diffuser internal model support system |
| CN110284706A (en) * | 2019-07-04 | 2019-09-27 | 中建六局建设发展有限公司 | A kind of internal model support system construction method for ultra-large type wind-tunnel diffuser |
| CN113653211A (en) * | 2021-08-23 | 2021-11-16 | 中天建设集团有限公司 | Window wall structure and construction method |
-
2016
- 2016-03-28 CN CN201620242429.6U patent/CN205444903U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110274744A (en) * | 2019-07-04 | 2019-09-24 | 中建六局建设发展有限公司 | A kind of demoulding method for wind-tunnel diffuser internal model support system |
| CN110284706A (en) * | 2019-07-04 | 2019-09-27 | 中建六局建设发展有限公司 | A kind of internal model support system construction method for ultra-large type wind-tunnel diffuser |
| CN110274744B (en) * | 2019-07-04 | 2020-10-13 | 中建六局建设发展有限公司 | Form removal method for internal mold support system of wind tunnel diffusion section |
| CN110284706B (en) * | 2019-07-04 | 2021-08-06 | 中建六局建设发展有限公司 | Construction method of internal mold support system for ultra-large wind tunnel diffusion section |
| CN113653211A (en) * | 2021-08-23 | 2021-11-16 | 中天建设集团有限公司 | Window wall structure and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |