CN206581613U - Reinforcing bar colligation fixed mechanism - Google Patents
Reinforcing bar colligation fixed mechanism Download PDFInfo
- Publication number
- CN206581613U CN206581613U CN201720229447.5U CN201720229447U CN206581613U CN 206581613 U CN206581613 U CN 206581613U CN 201720229447 U CN201720229447 U CN 201720229447U CN 206581613 U CN206581613 U CN 206581613U
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- Prior art keywords
- reinforcing bar
- fixed mechanism
- fixed
- bar colligation
- screens
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Abstract
The utility model discloses a kind of reinforcing bar colligation fixed mechanism, it is characterized in that:Including spike, support and screens muscle; the support includes multilayer horizontal bar; horizontal bar layering is fixed on vertical muscle; all uniform vertical is fixed with screens reinforcing bar on every layer of horizontal bar; diameter of the screens reinforcing bar distance slightly larger than the longitudinal rib of beam; spike described at least two is fixed on horizontal bar bottom, and spike height is identical with beam protective layer.The reinforcing bar colligation fixed mechanism can be layered to the reinforcing bar of beam with the horizontal bar on support and be set; and the spacing with layer reinforcing bar is positioned with screens reinforcing bar; the cover to reinforcement of beam is reserved with spike, so that the multistory reinforced of beam obtains being distributed in order and accurately, the mechanical property of beam is improved.
Description
Technical field
The utility model is related to a kind of reinforcing bar colligation fixed mechanism.
Background technology
It is not fixed easily because jowar number of steel bars is more, displacement, deformation etc. often occurs during casting and compacting of concrete
Phenomenon, further, since protective layer thickness, which does not reach requirement, leakage muscle phenomenon occurs, so as to have impact on the requirement of jowar construction quality.Separately
Outside, the array pitch of job specfication specified stress reinforcing bar is 5mm, and jowar is difficult to reach that this is required because difficulty of construction is relatively large.
In construction, many stub bar of reinforced bar can be left after Steel Reinforcing Bar Material.If reinforcing bar fixed mount can be made using these stub bar of reinforced bar,
Can be in order to jowar reinforcing bar colligation, so as to obtain good result.
Utility model content
The technical problem that the utility model is solved, which is to provide, a kind of can more accurately fix the reinforcing bar colligation of beam steel
Fixed mechanism,.
Therefore, the reinforcing bar colligation fixed mechanism that the utility model is provided, including spike, support and screens muscle, the support
Including multilayer horizontal bar, horizontal bar layering is fixed on vertical muscle, and all uniform vertical is fixed with screens reinforcing bar on every layer of horizontal bar,
Screens reinforcing bar distance is slightly larger than the longitudinal rib diameter of beam, and spike described at least two is fixed on horizontal bar bottom, spike height with
Beam protective layer is identical.
Technique effect of the present utility model:The reinforcing bar colligation fixed mechanism can be with reinforcing bar of the horizontal bar on support to beam
Layering is set, and positions the spacing with layer reinforcing bar with screens reinforcing bar, and the cover to reinforcement of beam is reserved with spike, so that beam
It is multistory reinforced to obtain being distributed in order and accurately, improve the mechanical property of beam.
Brief description of the drawings
The structural representation for the reinforcing bar colligation fixed mechanism that Fig. 1 provides for the utility model.
Embodiment
Shown in reference picture 1, the reinforcing bar colligation fixed mechanism that the utility model is provided, including spike 1, support 2 and screens muscle
3, the general length of support 2 40 mm smaller than deck-siding, the support 2 include multilayer horizontal bar 21, and the layering of horizontal bar 21 is fixed on vertical
On muscle 22, all uniform vertical is fixed with screens reinforcing bar 3 on every layer of horizontal bar 21, and screens reinforcing bar 3 is apart from the longitudinal rib 4 slightly larger than beam
Diameter, spike 1 described at least two is fixed on the bottom of horizontal bar 21, and the height of spike 1 is identical with beam protective layer.
In the above-described embodiments, highly it is 70mm when the reinforcing bar colligation fixed mechanism is used for and has bed course basis jowar;
Highly it is 40mm when the reinforcing bar colligation fixed mechanism is used for jowar basic without bed course;When the reinforcing bar colligation fixed mechanism is used
Highly it is 25mm when superstructure jowar.Longitudinal rib every 4 of the reinforcing bar colligation fixed mechanism along beam sets 1, institute per 2m
The spot welding of longitudinal rib 4 for stating reinforcing bar colligation fixed mechanism and beam is connected.
Claims (7)
1. a kind of reinforcing bar colligation fixed mechanism, it is characterized in that:Including spike, support and screens muscle, it is horizontal that the support includes multilayer
To muscle, horizontal bar layering is fixed on vertical muscle, and all uniform verticals are fixed with screens reinforcing bar on every layer of horizontal bar, screens reinforcing bar away from
From the diameter of the longitudinal rib slightly larger than beam, spike described at least two is fixed on horizontal bar bottom, spike height and beam protective layer
It is identical.
2. reinforcing bar colligation fixed mechanism according to claim 1, it is characterized in that:When the reinforcing bar colligation fixed mechanism is used for
Highly it is 70mm when having bed course basis jowar.
3. reinforcing bar colligation fixed mechanism according to claim 1, it is characterized in that:When the reinforcing bar colligation fixed mechanism is used for
Highly it is 40mm during jowar basic without bed course.
4. reinforcing bar colligation fixed mechanism according to claim 1, it is characterized in that:When the reinforcing bar colligation fixed mechanism is used for
Highly it is 25mm during superstructure jowar.
5. the reinforcing bar colligation fixed mechanism according to claim 1 or 2 or 3 or 4, it is characterized in that:The reinforcing bar colligation is fixed
Longitudinal rib of the mechanism along beam sets 1 per 2m.
6. the reinforcing bar colligation fixed mechanism according to claim 1 or 2 or 3 or 4, it is characterized in that:The reinforcing bar colligation is fixed
The longitudinal rib spot welding connection of mechanism and beam.
7. the reinforcing bar colligation fixed mechanism according to claim 1 or 2 or 3 or 4, it is characterized in that:The stent length compares beam
Wide small 40 mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720229447.5U CN206581613U (en) | 2017-03-10 | 2017-03-10 | Reinforcing bar colligation fixed mechanism |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201720229447.5U CN206581613U (en) | 2017-03-10 | 2017-03-10 | Reinforcing bar colligation fixed mechanism |
Publications (1)
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CN206581613U true CN206581613U (en) | 2017-10-24 |
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CN201720229447.5U Active CN206581613U (en) | 2017-03-10 | 2017-03-10 | Reinforcing bar colligation fixed mechanism |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109944392A (en) * | 2019-03-25 | 2019-06-28 | 广东蕉岭建筑工程集团有限公司 | A kind of reinforcing bar separator, concrete structure and its construction method |
-
2017
- 2017-03-10 CN CN201720229447.5U patent/CN206581613U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109944392A (en) * | 2019-03-25 | 2019-06-28 | 广东蕉岭建筑工程集团有限公司 | A kind of reinforcing bar separator, concrete structure and its construction method |
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Legal Events
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GR01 | Patent grant | ||
CP03 | Change of name, title or address | ||
CP03 | Change of name, title or address |
Address after: 325000 Room 101, 832 Gaotong Road, Panqiao Street, Ouhai District, Wenzhou City, Zhejiang Province Patentee after: ZHEJIANG ZHENGLI HIGH TECHNOLOGY CONSTRUCTION CO., LTD. Address before: 325000 Great Wall Group, Jingshan Street, Ouhai District, Wenzhou City, Zhejiang Province, Room 301-310 Patentee before: Wenzhou Zhonghai Construction Co., Ltd. |