CN205577404U - Template fixing tool is pour to shear force wall waist rail concrete - Google Patents
Template fixing tool is pour to shear force wall waist rail concrete Download PDFInfo
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- CN205577404U CN205577404U CN201620226411.7U CN201620226411U CN205577404U CN 205577404 U CN205577404 U CN 205577404U CN 201620226411 U CN201620226411 U CN 201620226411U CN 205577404 U CN205577404 U CN 205577404U
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- waist rail
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- type clamping
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Abstract
The utility model discloses a template fixing tool is pour to shear force wall waist rail concrete, including L type splint, the solid fixed splint who takes the screw, adjustable telescopic rod and the adjustment handle of setting on adjustable telescopic rod, the long edge of L type splint is equipped with take the solid fixed splint of screw, adjustable telescopic rod is last to have the screw rod, the screw rod is twisted soon gu in fixed splint's the screw, make adjustable telescopic rod is parallel with the long limit of L type splint, the one end that adjustable telescopic rod kept away from L type splint minor face is equipped with adjustment handle. The utility model discloses an aluminum alloy can have enough to meet the need the use many times, green, and resources are saved, it is extravagant to have stopped the material, instrument easy operation, simple to operate, construction method are easily mastered, and construction speed is fast, reduction of erection time greatly, and effectively to have solved the extravagant and section size of the fixed unreasonable concrete that leads to of shear force wall waist rail side form and be not conform to and standardize the requirement, the later stage is rectified and improved, the scheduling problem of wasting time and energy.
Description
Technical field
This utility model relates to construction and installation technical field, particularly relates to a kind of shear wall waist rail formwork for placing concrete setting tool.
Background technology
In architectural engineering, after agent structure completes, before decorative engineering is carried out, non-bearing masonry or the concrete small size component of remedying construction are two secondary members.Two secondary members include specifically including that constructional column, door and window reinforcing frame, fill wall, masonry parapet, the waist rail of shear wall structure, the horizontal binder of frame structure, lintel, windowsill collar tie beam, windowsill strip, concrete bear down on one, ground and roofing rigidity anti-crack concrete bed course, balcony fence etc..Seismic behavior and the concrete strength of these two secondary members reduce one-level to two-stage than agent structure, concrete secondary component needs prior pre-doweling or bar planting afterwards, although two secondary members are not belonging to load-carrying members, but its antihunt action can not be underestimated, such as constructional column, collar tie beam, for the safety and stability of monolithic architecture thing, play and link the important function safeguarded.
At present, in the waist rail work progress of two conventional secondary member shear wall structures, owing to the sectional dimension of waist rail is typically small, will not be conscientious as the component template supportings such as large-area shear wall and post in workman's work progress, specification, end head formwork supporting especially for waist rail is usually quite arbitrarily, the blocking of useful waste and old hardboard, the most useful waste and old template bar arbitrarily blocks, What is more, template support is refused for waist rail end, actual situations of construction is, waste of running off during the concrete placings of waist rail end is serious, and end concrete sectional dimension does not meets code requirement, cut the most again, repair, useless work waste material, waste resource, do not meet the theory of green construction.
Utility model content
Technical problem to be solved in the utility model is, shortcoming for above prior art, a kind of shear wall waist rail formwork for placing concrete setting tool is proposed, solve in architectural engineering in shear wall waist rail concreting process waist rail support template due to without special template setting tool, thus cause template unstability and cause the problems such as waist rail cross section modification or spillage.
In order to solve above-mentioned technical problem, the technical solution of the utility model is achieved in the following ways: provide a kind of shear wall waist rail formwork for placing concrete setting tool, including L-type clamping plate, strap with screw, adjustable and retractable bar and the regulation hands handle being arranged on adjustable and retractable bar, the long limit of described L-type clamping plate is provided with the strap of described band screw, on described adjustable and retractable bar, there is screw rod, described screw rod is screwed in the screw of described strap, make described adjustable and retractable bar parallel with the long limit of L-type clamping plate, described adjustable and retractable bar is provided with described regulation handle away from one end of L-type clamping plate minor face.
The technical scheme that this utility model limits further is: aforesaid shear wall waist rail formwork for placing concrete setting tool, the long limit of described L-type clamping plate is provided with the second screw rod, the strap top of described band screw is provided with the second screw, and the strap of described band screw is screwed on second screw rod on the long limit of L-type clamping plate by the second screw.
Aforesaid shear wall waist rail formwork for placing concrete setting tool, described adjustable and retractable bar and side form contact jaw are provided with rubber top, prevent adjustable and retractable bar from damaging side template.
Further, aforesaid shear wall waist rail formwork for placing concrete setting tool, the strap plate of described L-type clamping plate and band screw is made by aluminum alloy plate materials.
The beneficial effects of the utility model are as follows: this utility model uses aluminum alloy material, can repeatedly have enough to meet the need use, environmental protection, economize on resources, stopped waste of material；Tool operation is simple, easy for installation, construction method is easily grasped, speed of application is fast, is substantially shorter the duration, efficiently solves shear wall waist rail side form and fixes the waste of the unreasonable concrete caused and sectional dimension does not meets code requirement, later stage rectifies and improves, and the problem such as waste time and energy.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Below this utility model is described in further detail:
Embodiment 1
A kind of shear wall waist rail formwork for placing concrete setting tool that the present embodiment provides, structure is as shown in Figure 1, including L-type clamping plate 1, strap 2 with screw, adjustable and retractable bar 3 and the regulation handle 4 being arranged on adjustable and retractable bar, adjustable and retractable bar and side form contact jaw are provided with rubber top 5, the strap plate of L-type clamping plate and band screw is made by aluminum alloy plate materials, the long limit of L-type clamping plate is provided with the second screw rod 6, strap top with screw is provided with the second screw 7, strap with screw is screwed on second screw rod on the long limit of L-type clamping plate by the second screw, on adjustable and retractable bar, there is screw rod, screw rod is screwed in the screw of strap, make adjustable and retractable bar parallel with the long limit of L-type clamping plate, adjustable and retractable bar is provided with regulation handle away from one end of L-type clamping plate minor face.
The construction procedure of the present embodiment: 1. according to the spacing of shear wall waist rail template, adjusts L-type Boards wall end and adjustable crimped end spacing；2. rotate circle regulation handle and regulate the length of scalable fixing bar, held out against with a side template by rubber top, play the effect of the most fixing waist rail template, the most fixing；3. along shear wall waist rail longitudinally every 1 meter, a shear wall waist rail formwork for placing concrete setting tool is fixed；4. check again for every the effective fixed form of setting tool, it is ensured that after waist rail template fixation, can casting concrete.
Above example only illustrates technological thought of the present utility model; protection domain of the present utility model can not be limited with this; every according to the technological thought that the utility model proposes, any change done on the basis of technical scheme, within each falling within this utility model protection domain.
Claims (4)
1. a shear wall waist rail formwork for placing concrete setting tool, it is characterized in that: include L-type clamping plate, the strap of band screw, adjustable and retractable bar and the regulation handle being arranged on adjustable and retractable bar, the long limit of described L-type clamping plate is provided with the strap of described band screw, on described adjustable and retractable bar, there is screw rod, described screw rod is screwed in the screw of described strap, making described adjustable and retractable bar parallel with the long limit of L-type clamping plate, described adjustable and retractable bar is provided with described regulation handle away from one end of L-type clamping plate minor face.
Shear wall waist rail formwork for placing concrete setting tool the most according to claim 1, it is characterized in that: the long limit of described L-type clamping plate is provided with the second screw rod, the strap top of described band screw is provided with the second screw, and the strap of described band screw is screwed on second screw rod on the long limit of L-type clamping plate by the second screw.
Shear wall waist rail formwork for placing concrete setting tool the most according to claim 1, it is characterised in that: described adjustable and retractable bar and side form contact jaw are provided with rubber top.
Shear wall waist rail formwork for placing concrete setting tool the most according to claim 1, it is characterised in that: the strap of described L-type clamping plate and band screw is made by aluminum alloy plate materials.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620226411.7U CN205577404U (en) | 2016-03-23 | 2016-03-23 | Template fixing tool is pour to shear force wall waist rail concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620226411.7U CN205577404U (en) | 2016-03-23 | 2016-03-23 | Template fixing tool is pour to shear force wall waist rail concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205577404U true CN205577404U (en) | 2016-09-14 |
Family
ID=56866649
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620226411.7U Active CN205577404U (en) | 2016-03-23 | 2016-03-23 | Template fixing tool is pour to shear force wall waist rail concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205577404U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056185A (en) * | 2019-04-30 | 2019-07-26 | 中铁建设集团有限公司 | The anti-mould strenthening member of rising of one kind |
| CN111997362A (en) * | 2019-05-27 | 2020-11-27 | 湖南好快省建筑科技有限公司 | Template reinforcing device and aluminum template system |
| CN112627520A (en) * | 2020-12-01 | 2021-04-09 | 机械工业第九设计研究院有限公司 | Fixed template structure of pouring frame for civil construction engineering |
-
2016
- 2016-03-23 CN CN201620226411.7U patent/CN205577404U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056185A (en) * | 2019-04-30 | 2019-07-26 | 中铁建设集团有限公司 | The anti-mould strenthening member of rising of one kind |
| CN111997362A (en) * | 2019-05-27 | 2020-11-27 | 湖南好快省建筑科技有限公司 | Template reinforcing device and aluminum template system |
| CN111997362B (en) * | 2019-05-27 | 2022-03-22 | 湖南好快省建筑科技有限公司 | Template reinforcing device and aluminum template system |
| CN112627520A (en) * | 2020-12-01 | 2021-04-09 | 机械工业第九设计研究院有限公司 | Fixed template structure of pouring frame for civil construction engineering |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |