CN204266115U - Round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould - Google Patents
Round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould Download PDFInfo
- Publication number
- CN204266115U CN204266115U CN201420752916.8U CN201420752916U CN204266115U CN 204266115 U CN204266115 U CN 204266115U CN 201420752916 U CN201420752916 U CN 201420752916U CN 204266115 U CN204266115 U CN 204266115U
- Authority
- CN
- China
- Prior art keywords
- round end
- end type
- reinforcing bar
- pier shaft
- auxiliary positioning
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- Expired - Fee Related
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Abstract
The utility model discloses a kind of round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould, it is characterized in that arranging a round end type locating support, become round end type outside framework with diameter 16mmHPB300 steel bar meter, the reinforcing member system that 10 length is different is established in inside, each rod member and outside framework junction adopt and are welded to connect, after framework is formed, paint mark reinforcing bar binding position along framework surrounding by design attitude.The utility model makes mask reinforcing bar vertically fix, and guarantees that reinforcing bar is indeformable, can well control reinforcing bar binding spacing, improves construction speed and workmanship.
Description
Technical field
The utility model is one when being applied in pier shaft reinforcement construction, is fixed on the positioning by reinforcing bar, prevents that reinforcing bar is crooked, the mould of distortion.
Background technology
Round end type solid pier is considered its pier shaft height and effectively can be utilized the former material length of reinforcing bar, minimizing bar splicing loss, be by pre-buried in advance for pier shaft mask reinforcing bar before cushion cap concrete construction in construction, but be difficult in practice of construction ensure in pre-buried process, to occur the crooked phenomenon with being out of shape of reinforcing bar
Jiangxi, such as China domestic Anhui railway Capacity Expansion Project, this project be positioned at China City of Wuhu in Anhui and Xuancheng City domestic, the design of 0-14m height pier shaft adopts round end type solid pier structure, 3m following pier shaft reinforcing bar in pier top is mask bar construction, mask reinforcing bar height is high with pier, is evenly arranged along pier shaft surrounding the HRB400 reinforcing bar that 104 diameters are 14mm.
In pier shaft reinforcement construction, because bar diameter is little, pre-buried height is high, and pre-buried pier shaft reinforcing bar generally occurs that reinforcing bar is crooked, and some reinforcing bars produce the phenomenon of distortion, and this situation considerably increases difficulty to the construction of follow-up reinforcing bar binding, reduces construction efficiency.
Utility model content
The utility model is the weak point for avoiding existing for above-mentioned prior art, a kind of pier shaft mask reinforcing bar binding auxiliary positioning mould is provided, pier shaft reinforcing bar vertically can be fixed, and guarantee that reinforcing bar is indeformable, control reinforcing bar binding spacing well, improve construction speed and workmanship.
The utility model is that technical solution problem adopts following technical scheme:
The design feature of the utility model round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould is: arrange a round end type locating support, be become round end type housing skeleton with steel bar meter, arrange reinforcing member system in the inside of described round end type housing skeleton; Described reinforcing member system is connected to form rinforcement bar with the termination of its each rod member and described round end type housing frame welding, on described round end type housing skeleton, marks position mark by the lashing location colored paint of each reinforcing bar.
The design feature of the utility model round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould is also: described round end type housing skeleton is bent by the HPB300 reinforcing bar of diameter 16mm to form.
The design feature of the utility model round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould is also: in described reinforcing member system each rod member comprise in the radial location of the two halves nose circle being positioned at described round end type housing skeleton penetrate shape bar, the two ends cross bar be positioned on the semicircle base of two halves nose circle, and interconnection diagonal member between the cross bar of two ends.
The design feature of the utility model round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould is also: the HPB300 reinforcing bar of each rod member to be diameter be 16mm in described reinforcing member system.
Compared with the prior art, the utility model beneficial effect is embodied in:
1, the utility model stabilized structure, energy effective location reinforcing bar, ensures that reinforcing bar is not crooked, indeformable;
2, the utility model is when pier shaft reinforcing bar binding is constructed, and strictly controls rebar spacing, presentation quality; Effectively increase work efficiency.
Accompanying drawing explanation
Fig. 1 is the utility model plane structure schematic diagram;
Fig. 2 is housing cage construction schematic diagram in the utility model;
Fig. 3 is fixed beam architectural schematic in the utility model;
Number in the figure: 1 round end type housing skeleton, 2 reinforce member system, and 2A penetrates shape bar, 2B cross bar, 2C diagonal member, 3 position marks.
Detailed description of the invention
See Fig. 1, in the present embodiment, the form of structure of round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould is: arrange a round end type locating support, be become round end type housing skeleton 1 with steel bar meter, arrange in the inside of round end type housing skeleton 1 and reinforce member system 2; Reinforce member system 2 and be welded to connect formation rinforcement bar with the termination of its each rod member and round end type housing skeleton 1, on round end type housing skeleton 1, position mark 3 is marked by the lashing location colored paint of each reinforcing bar, the colligation of round end type entity pier shaft clad steel muscle and opsition dependent mark accurately carry out, and effectively ensure that Position location accuracy.
As depicted in figs. 1 and 2, the round end type housing skeleton 1 in the present embodiment is bent by the HPB300 reinforcing bar of diameter 16mm to form.
As shown in figures 1 and 3, in reinforcing member system 2 in the present embodiment each rod member comprise in the radial location of the two halves nose circle being positioned at round end type housing skeleton 1 penetrate shape bar 2A, the two ends cross bar 2B be positioned on the semicircle base of two halves nose circle, and the diagonal member 2C of interconnection between the cross bar 2B of two ends, wherein, the two ends of cross bar 2B and diagonal member 2C are all supported on round end type housing skeleton 1, penetrate shape bar 2A one end to be supported on round end type housing skeleton 1, the other end is supported on the central spot of cross bar 2B.For being welded to connect between each rod member and between each rod member and round end type housing skeleton, form a firm overall structure.
Claims (4)
1. a round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould, it is characterized in that: a round end type locating support is set, be become round end type housing skeleton (1) with steel bar meter, arrange in the inside of described round end type housing skeleton (1) and reinforce member system (2); Described reinforcing member system (2) is welded to connect formation rinforcement bar with the termination of its each rod member and described round end type housing skeleton (1), on described round end type housing skeleton (1), mark position mark (3) by the lashing location colored paint of each reinforcing bar.
2. round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould according to claim 1, is characterized in that described round end type housing skeleton (1) is bent by the HPB300 reinforcing bar of diameter 16mm to form.
3. round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould according to claim 1, it is characterized in that each rod member in described reinforcing member system (2) comprise in the radial location of the two halves nose circle being positioned at described round end type housing skeleton (1) penetrate shape bar, the two ends cross bar be positioned on the semicircle base of two halves nose circle, and interconnection diagonal member between the cross bar of two ends.
4. round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould according to claim 3, is characterized in that each rod member in described reinforcing member system (2) to be diameter is the HPB300 reinforcing bar of 16mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420752916.8U CN204266115U (en) | 2014-12-03 | 2014-12-03 | Round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420752916.8U CN204266115U (en) | 2014-12-03 | 2014-12-03 | Round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204266115U true CN204266115U (en) | 2015-04-15 |
Family
ID=52800987
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420752916.8U Expired - Fee Related CN204266115U (en) | 2014-12-03 | 2014-12-03 | Round end type entity pier shaft clad steel muscle colligation auxiliary positioning mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204266115U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672137A (en) * | 2016-03-22 | 2016-06-15 | 中国水利水电第八工程局有限公司 | Bridge pier body reinforcement construction method and reinforcement frameworks |
| CN106065573A (en) * | 2016-07-12 | 2016-11-02 | 中国路桥工程有限责任公司 | Pier stud pallet reinforcing bar binding mould and construction method thereof |
| CN109322248A (en) * | 2018-10-12 | 2019-02-12 | 中铁隧道集团二处有限公司 | A kind of Bridge Piers bar reinforcement positioning device and installation method |
-
2014
- 2014-12-03 CN CN201420752916.8U patent/CN204266115U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672137A (en) * | 2016-03-22 | 2016-06-15 | 中国水利水电第八工程局有限公司 | Bridge pier body reinforcement construction method and reinforcement frameworks |
| CN105672137B (en) * | 2016-03-22 | 2018-04-13 | 中国水利水电第八工程局有限公司 | A kind of construction method and framework of steel reinforcement of bridge pier pier shaft reinforcing bar |
| CN106065573A (en) * | 2016-07-12 | 2016-11-02 | 中国路桥工程有限责任公司 | Pier stud pallet reinforcing bar binding mould and construction method thereof |
| CN109322248A (en) * | 2018-10-12 | 2019-02-12 | 中铁隧道集团二处有限公司 | A kind of Bridge Piers bar reinforcement positioning device and installation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150415 Termination date: 20201203 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |