CN201907154U - Full prestressing square pile reinforcement fabric hanging bar - Google Patents
Full prestressing square pile reinforcement fabric hanging bar Download PDFInfo
- Publication number
- CN201907154U CN201907154U CN2010206644315U CN201020664431U CN201907154U CN 201907154 U CN201907154 U CN 201907154U CN 2010206644315 U CN2010206644315 U CN 2010206644315U CN 201020664431 U CN201020664431 U CN 201020664431U CN 201907154 U CN201907154 U CN 201907154U
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- China
- Prior art keywords
- full prestressing
- suspension rod
- square pile
- adjusting
- nut
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- Expired - Lifetime
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Abstract
The utility model belongs to the field of construction technology, and relates to a full prestressing square pile reinforcement fabric hanging bar comprising a supporting cross beam and a suspender, wherein the supporting cross beam is provided with two adjusting through holes, the 'T'-shaped suspender passes through the adjusting through holes and is provided with threads, a nut is arranged on the threads, the tail end of the suspender is provided with a lifting hook, the nut and the lifting hook are respectively positioned at two sides of the supporting cross beam after the suspender passes through the adjusting through holes, and the suspender passes through both of the adjusting through holes. The full prestressing square pile reinforcement fabric hanging bar is simple in structure, economical in cost and convenient to manufacture, and can effectively solve the problem of deviation of main reinforcement of a full prestressing square pile, so as to enable a pile body to meet requirements of safety and design specifications.
Description
Technical field
The utility model belongs to the realm of building construction, relates to a kind of full prestressing side's stake bar-mat reinforcement trapeze that helps to guarantee the outer concrete quality of reinforcing bar concretely.
Background technology
Prefabricated Reinforced Concrete Square Pile is a pile foundation material important in China's civil construction foundation engineering, also is the bigger a kind of concrete product of output in China's prefabricated components.Reinforcing bar master muscle is as the skeleton of full prestressing side's stake, and its position keeps stable be directly connected to square the quality of made and the security of building structure when the placing concrete protective layer.For pile body, particularly long pile body, bar-mat reinforcement is subjected to the effect of gravity to be difficult to keep stable state, during placing concrete, can cause the main muscle in the pile body to be offset in such cases.Normal at present employing cushion block supports bar-mat reinforcement, and the bar-mat reinforcement of different size prepares the cushion block of correspondingly-sized, but this kind method needs frequently to change cushion block, and makes the reinforced concrete structure surface leave protective layer cushion block vestige.
Summary of the invention
In order to solve the concrete cover problem of full prestressing side's stake, the utility model provides a kind of full prestressing side's stake bar-mat reinforcement trapeze, can the side of making the concrete cover uniformity of each side of stake pile body.
The technical scheme that the utility model adopts for achieving the above object is: full prestressing side's stake bar-mat reinforcement trapeze, comprise supporting traverse and suspension rod, and described supporting traverse is provided with the adjustment through hole, and described suspension rod passes the adjustment through hole.
Described suspension rod is " fourth " font, which is provided with screw thread, and the screw thread place is provided with nut.
Described suspension rod end is a suspension hook, and after suspension rod passed and adjusts through hole, nut and suspension hook laid respectively at the both sides of supporting traverse.
Described adjustment through hole is two, and each Kong Zhongjun has suspension rod to pass.
During use, on the supporting traverse side of the being placed on stake template, suspension hook with suspension rod hooks main muscle, width according to the width adjustment suspension rod of template, with the distance between nut adjusting supporting traverse and the bar-mat reinforcement, the shape that the main muscle of its side's stake is consistent behind the placing concrete, can guarantee that concrete square pile meets design and executes the formula code requirement like this.
The beneficial effects of the utility model are: simple in structure, cost economy, easy to make, can effectively solve the main muscle offset problem of full prestressing side's stake, and make pile body meet safety and designing requirement.
Description of drawings
Fig. 1 is the utility model structural representation.
Fig. 2 is the utility model supporting traverse structural representation.
Fig. 3 is the utility model hanging rod structure schematic diagram.
Among the figure, the 1-suspension rod, the 2-supporting traverse, the 3-template, the 4-nut, the 5-suspension hook, 6-master's muscle, 7-adjusts through hole.
The specific embodiment
The utility model is described in further detail below in conjunction with drawings and Examples.
As Fig. 1, Fig. 2 and full prestressing side's stake bar-mat reinforcement trapeze shown in Figure 3:
Full prestressing side's stake bar-mat reinforcement trapeze comprises supporting traverse 2 and suspension rod 1, and described supporting traverse 2 adopts the heavy wall square tube to make, and is provided with above and adjusts through hole 7, and adjusting through hole 7 is rectangle, adjusts in the through hole and passes suspension rod 1.Suspension rod is " fourth " font, which is provided with screw thread, and the screw thread place is provided with nut 4, the distance that available nut 4 is regulated between supporting traverse and the bar-mat reinforcement.The suspension rod end is a suspension hook 5, and after suspension hook 5 passed and adjusts through hole, nut 4 and suspension hook 5 laid respectively at the both sides of supporting traverse 2.Adjusting through hole 7 is two, and each Kong Zhongjun has suspension rod to pass, and suspension rod can freely be adjusted in adjusting through hole.
During use, suspension hook is hooked on the reinforcing bar host muscle 6, and according to the thickness adjustment suspension hook of the width of bar-mat reinforcement and the placing concrete of wanting and the position of nut, like this behind the placing concrete, distance between bar-mat reinforcement and the template 3 keeps constant, can guarantee that the outer concrete thickness of reinforcing bar meets design and executes the formula code requirement.
The above; only be the preferable specific embodiment of the present invention; but protection scope of the present invention is not limited thereto; anyly be familiar with those skilled in the art in the technical scope that the present invention discloses; be equal to replacement or change according to technical scheme of the present invention and inventive concept thereof, all should be encompassed within protection scope of the present invention.
Claims (4)
1. full prestressing side's stake bar-mat reinforcement trapeze, it is characterized in that: comprise supporting traverse and suspension rod, described supporting traverse is provided with the adjustment through hole, and described suspension rod passes the adjustment through hole.
2. full prestressing side's stake bar-mat reinforcement trapeze according to claim 1 is characterized in that: described suspension rod is " fourth " font, which is provided with screw thread, and the screw thread place is provided with nut.
3. full prestressing side's stake bar-mat reinforcement trapeze according to claim 1 is characterized in that: described suspension rod is terminal to be suspension hook, and after suspension rod passed and adjusts through hole, nut and suspension hook laid respectively at the both sides of supporting traverse.
4. full prestressing side's stake bar-mat reinforcement trapeze according to claim 1, it is characterized in that: described adjustment through hole is two, and each Kong Zhongjun has suspension rod to pass.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206644315U CN201907154U (en) | 2010-12-17 | 2010-12-17 | Full prestressing square pile reinforcement fabric hanging bar |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206644315U CN201907154U (en) | 2010-12-17 | 2010-12-17 | Full prestressing square pile reinforcement fabric hanging bar |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201907154U true CN201907154U (en) | 2011-07-27 |
Family
ID=44299364
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206644315U Expired - Lifetime CN201907154U (en) | 2010-12-17 | 2010-12-17 | Full prestressing square pile reinforcement fabric hanging bar |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201907154U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106644521A (en) * | 2017-01-20 | 2017-05-10 | 东南（福建）汽车工业有限公司 | Adaptive type automobile air exhaust system test platform rack |
| CN109577644A (en) * | 2018-12-12 | 2019-04-05 | 湖南易兴建筑有限公司 | Die-filling component |
-
2010
- 2010-12-17 CN CN2010206644315U patent/CN201907154U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106644521A (en) * | 2017-01-20 | 2017-05-10 | 东南（福建）汽车工业有限公司 | Adaptive type automobile air exhaust system test platform rack |
| CN109577644A (en) * | 2018-12-12 | 2019-04-05 | 湖南易兴建筑有限公司 | Die-filling component |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180118 Address after: 116000 Liaoning province Dalian pwan New District Fuzhou Bay Street mountain and river village Patentee after: De Rui Sheng Xing (Dalian) assembly Architecture Technology Co., Ltd. Address before: 116100, Ma Jia village, Dalian street, Jinzhou District, Liaoning, 369 Patentee before: Dalian Dajinma Basic Construction Co., Ltd. |
|
| TR01 | Transfer of patent right | ||
| CX01 | Expiry of patent term |
Granted publication date: 20110727 |
|
| CX01 | Expiry of patent term |