CN204590640U - A kind of prefabricated concrete structure longitudinal reinforcement location adjustment jig - Google Patents
A kind of prefabricated concrete structure longitudinal reinforcement location adjustment jig Download PDFInfo
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- CN204590640U CN204590640U CN201520144108.8U CN201520144108U CN204590640U CN 204590640 U CN204590640 U CN 204590640U CN 201520144108 U CN201520144108 U CN 201520144108U CN 204590640 U CN204590640 U CN 204590640U
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- jig body
- steel plate
- longitudinal reinforcement
- lateral support
- adjusting hole
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 17
- 239000010959 steel Substances 0.000 claims abstract description 17
- 238000009434 installation Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a kind of prefabricated concrete structure longitudinal reinforcement location adjustment jig, comprise jig body, be arranged at the handle that location adjusting hole inside jig body and vertical jig body arrange; Described jig body is made up of upper horizontal steel plate and the lateral support plate that is arranged at horizontal steel plate both sides; Described lateral support plate is provided with wing plate inside jig body; Described location adjusting hole runs through and is arranged on described horizontal steel plate, and the outward flange of described location adjusting hole overlaps in the projection of horizontal plane with the inward flange of described wing plate in the projection of horizontal plane; Distance between two adjacent positioned adjusting holes is in the horizontal direction identical; Described handle is arranged on described lateral support plate.The utility model can position longitudinal reinforcement according to designing requirement easily, effectively improves precast wall body installation effectiveness and installation quality.
Description
Technical field
The utility model designs a kind of prefabricated concrete structure erecting tools, is specifically related to a kind of longitudinal reinforcement location adjustment jig.
Background technology
Along with the continuous propelling of China's housing industrialization, the application of prefabricated concrete structure is more and more extensive, the installation quality of assembly concrete is had higher requirement, current prefabricated concrete structure mounting method is various, but all need longitudinal reinforcement to carry out contraposition, therefore the fixed adjustment of the position of longitudinal reinforcement is very important, during the existing lifting body of wall of employing mostly, utilize crowbar, hammer etc. to adjust longitudinal connecting reinforcement, the method exist efficiency low, there is the problems such as potential safety hazard.
Utility model content
The purpose of this utility model is that providing a kind of can conveniently adjust and the prefabricated concrete structure longitudinal reinforcement simultaneously positioned location adjustment jig.
For solving the problems of the technologies described above, technical solution adopted in the utility model is as follows.
A kind of prefabricated concrete structure longitudinal reinforcement location adjustment jig, comprises jig body, is arranged at the handle that location adjusting hole inside jig body and vertical jig body arrange; Described jig body is made up of upper horizontal steel plate and the lateral support plate that is arranged at horizontal steel plate both sides; Described lateral support plate is provided with wing plate inside jig body; Described location adjusting hole runs through and is arranged on described horizontal steel plate, and the outward flange of described location adjusting hole overlaps in the projection of horizontal plane with the inward flange of described wing plate in the projection of horizontal plane; Distance between two adjacent positioned adjusting holes is in the horizontal direction identical; Described handle is arranged on described lateral support plate.
Further, the utility model prefabricated concrete structure longitudinal reinforcement location adjustment jig, described wing plate and described horizontal steel plate interval are arranged.
Technique effect of the present utility model is as follows: use the utility model to position longitudinal reinforcement according to designing requirement easily, effectively improve precast wall body installation effectiveness and installation quality; Jig can be reused simultaneously, selects the location adjusting hole of different interval to install, goes for different longitudinal reinforcement pitch requirements.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In the accompanying drawings, 1 jig body, 2 location adjusting hole, 3 handles, 11 horizontal steel plate, 12 lateral support plates, 13 wing plates.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
As shown in Figure 1, the utility model comprises jig body 1, is arranged at the handle 3 that location adjusting hole 2 inside jig body 1 and vertical jig body 1 arrange; Described jig body 1 is made up of upper horizontal steel plate 11 and the lateral support plate 12 that is arranged at horizontal steel plate 11 both sides; Described lateral support plate 12 is provided with wing plate 13 inside jig body 1.Described location adjusting hole 2 runs through and is arranged on described horizontal steel plate 11, and the outward flange of described location adjusting hole 2 overlaps in the projection of horizontal plane with the inward flange of described wing plate 13 in the projection of horizontal plane; Distance between two adjacent positioned adjusting holes 2 is in the horizontal direction identical; Described handle 3 is arranged on described lateral support plate 12.Described wing plate 13 and described horizontal steel plate 11 interval are arranged.
Using method of the present utility model: prefabricated concrete structure precast shear wall adjusts longitudinal connecting reinforcement before installing, first body of wall unwrapping wire should be carried out according to drawing, then longitudinal for body of wall connecting reinforcement is put into the location adjusting hole of the utility model location adjustment jig, then adjustment jig in location is utilized to adjust skew reinforcing bar, wall steel bar position finally after the adjustment of location adjustment jig is accurate, improve precast wall body efficiency when mounted, decrease the labour intensity of workman simultaneously.This longitudinal reinforcement positioning fixture is adopted effectively to solve reinforcing bar displacement problem.
To the above-mentioned explanation of the disclosed embodiments, professional and technical personnel in the field are realized or uses the present embodiment.To be apparent for those skilled in the art to the multiple amendment of these embodiments, General Principle as defined herein when not departing from the spirit or scope of the present embodiment, can realize in other embodiments.Therefore, the present embodiment can not be restricted to these embodiments shown in this article, but will meet the widest scope consistent with principle disclosed herein and features of novelty.
Claims (2)
1. a prefabricated concrete structure longitudinal reinforcement location adjustment jig, is characterized in that: it comprises jig body (1), be arranged at the handle (3) that the location adjusting hole (2) of jig body (1) inner side and vertical jig body (1) arrange;
Described jig body (1) is made up of horizontal steel plate (11) and the lateral support plate (12) that is arranged at horizontal steel plate (11) both sides; Described lateral support plate (12) is provided with wing plate (13) to jig body (1) inner side;
Described location adjusting hole (2) is run through and is arranged on described horizontal steel plate (11), and the outward flange of described location adjusting hole (2) overlaps in the projection of horizontal plane with the inward flange of described wing plate (13) in the projection of horizontal plane;
Distance between two adjacent positioned adjusting holes (2) is in the horizontal direction identical;
Described handle (3) is arranged on described lateral support plate (12).
2. a kind of prefabricated concrete structure longitudinal reinforcement location adjustment jig according to claim 1, is characterized in that: described wing plate (13) and described horizontal steel plate (11) interval are arranged.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520144108.8U CN204590640U (en) | 2015-03-15 | 2015-03-15 | A kind of prefabricated concrete structure longitudinal reinforcement location adjustment jig |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520144108.8U CN204590640U (en) | 2015-03-15 | 2015-03-15 | A kind of prefabricated concrete structure longitudinal reinforcement location adjustment jig |
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CN204590640U true CN204590640U (en) | 2015-08-26 |
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CN201520144108.8U Active CN204590640U (en) | 2015-03-15 | 2015-03-15 | A kind of prefabricated concrete structure longitudinal reinforcement location adjustment jig |
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105643791A (en) * | 2016-02-04 | 2016-06-08 | 龙信建设集团有限公司 | Accurate positioning die for prefabricated wall body grouting sleeve stripy closely spaced exposed steel bar |
CN106759939A (en) * | 2016-12-29 | 2017-05-31 | 上海建工五建集团有限公司 | The attachment structure and method of vertical precast concrete |
CN111236538A (en) * | 2020-02-24 | 2020-06-05 | 徐州市城市轨道交通有限责任公司 | Clamp for controlling thickness of steel bar protective layer in concrete structure and construction process |
-
2015
- 2015-03-15 CN CN201520144108.8U patent/CN204590640U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105643791A (en) * | 2016-02-04 | 2016-06-08 | 龙信建设集团有限公司 | Accurate positioning die for prefabricated wall body grouting sleeve stripy closely spaced exposed steel bar |
CN106759939A (en) * | 2016-12-29 | 2017-05-31 | 上海建工五建集团有限公司 | The attachment structure and method of vertical precast concrete |
CN111236538A (en) * | 2020-02-24 | 2020-06-05 | 徐州市城市轨道交通有限责任公司 | Clamp for controlling thickness of steel bar protective layer in concrete structure and construction process |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right |
Effective date of registration: 20240929 Address after: No. 334, No.22 Tiexinan Street, Fuxing District, Handan City, Hebei Province, China Patentee after: Kong Linghai Country or region after: China Address before: 056003 West of Dinanbao Village, Daizhao Township, Handan County, Handan City, Hebei Province (East District of Handan Industrial Park) Patentee before: HANDAN SHUGUANG NEW BUILDING MATERIAL TECHNOLOGY CO.,LTD. Country or region before: China |