CN202849941U - Pier stud hoop - Google Patents
Pier stud hoop Download PDFInfo
- Publication number
- CN202849941U CN202849941U CN 201220277906 CN201220277906U CN202849941U CN 202849941 U CN202849941 U CN 202849941U CN 201220277906 CN201220277906 CN 201220277906 CN 201220277906 U CN201220277906 U CN 201220277906U CN 202849941 U CN202849941 U CN 202849941U
- Authority
- CN
- China
- Prior art keywords
- pier stud
- hoop body
- hoop
- anchor ear
- bolt
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 4
- 239000010959 steel Substances 0.000 claims abstract description 4
- 239000003351 stiffener Substances 0.000 claims description 7
- 238000000034 method Methods 0.000 description 4
- 230000007812 deficiency Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Bridges Or Land Bridges (AREA)
Abstract
The utility model relates to an overcome load supporting component of upper portion pier stud template and interim facility weight, the specially adapted pier stud is higher, and the template can not satisfy the pier stud of disposable pouring. The structure of the utility model consists of a hoop body, a connecting plate, a bolt and a stiffening plate. The hoop body is composed of four semi-annular steel structures and a flexible hoop body without hoop stiffening. The connecting plate and the hoop body are in the vertical direction, and the hoop body is connected together by vertically distributed bolts. The utility model discloses can adjust mounted position in a flexible way, realize reuse, have the characteristics that the load is big moreover.
Description
Technical field
The utility model relates to a kind of load support component that overcomes top Pier Formwork and temporory structure weight, is specially adapted to pier stud higher, and template can not satisfy the pier stud of disposal pouring.
Technical background
Before the applying date, when pier stud intermediate demand supporting axial force, its bearing method generally has two kinds, a kind of be boring on the pier stud, insert pin or the fitting key that splines, utilize pin or key to transmit load as supporting member.In case but the position that pin or key are installed is fixed then can not be moved.Another kind method is that this method also location can not change at pier stud welding or bonding support unit, the problem that parts can't be dismantled, and also its supporting force is little, can not satisfy high load requirement.
The utility model content
Can not adjust position and the little deficiency of supporting force in order to overcome in the existing pier stud bearing method, the utility model provides a kind of pier stud anchor ear, and this anchor ear can be adjusted the installation site flexibly, realizes recycling, and has the large characteristics of load.
Technical scheme is as follows: a kind of pier stud anchor ear, it is characterized in that: formed by hoop body, junction plate, bolt and four parts of stiffener, the hoop body of described anchor ear is comprised of the flexible band body that hoop puts more energy into of not establishing that four semi-circular steel work form, the junction plate of described anchor ear and hoop body are in vertical direction, to bind round body by the bolt of vertical distribution and link together, described anchor ear arranges a stiffener every row's bolt in the junction plate vertical direction.
Description of drawings
Fig. 1 is top view of the present utility model.
Fig. 2 is vertical section of the present utility model constructional drawing.
Among the figure: 1 is the hoop body, and 2 is junction plate, and 3 is bolt, and 4 is stiffener.
The specific embodiment
This pier stud anchor ear, formed by hoop body 1, junction plate 2, bolt 3 and 4 four parts of stiffener, the hoop body 1 of described anchor ear is comprised of the flexible band body that hoop puts more energy into of not establishing that four semi-circular steel work form, the junction plate 2 of described anchor ear and hoop body are in vertical direction, to bind round body by the bolt 3 of vertical distribution and link together, described anchor ear arranges a stiffener 4 every row's bolt in the junction plate vertical direction.
Claims (1)
1. pier stud anchor ear, it is characterized in that: formed by hoop body, junction plate, bolt and four parts of stiffener, the hoop body of described anchor ear is comprised of the flexible band body that hoop puts more energy into of not establishing that four semi-circular steel work form, the junction plate of described anchor ear and hoop body are in vertical direction, to bind round body by the bolt of vertical distribution and link together, described anchor ear arranges a stiffener every row's bolt in the junction plate vertical direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220277906 CN202849941U (en) | 2012-06-13 | 2012-06-13 | Pier stud hoop |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220277906 CN202849941U (en) | 2012-06-13 | 2012-06-13 | Pier stud hoop |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202849941U true CN202849941U (en) | 2013-04-03 |
Family
ID=47981157
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220277906 Expired - Fee Related CN202849941U (en) | 2012-06-13 | 2012-06-13 | Pier stud hoop |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202849941U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867399A (en) * | 2018-08-24 | 2018-11-23 | 中国建筑土木建设有限公司 | Anchoring ring, pier body hoop unloading system and construction method thereof |
-
2012
- 2012-06-13 CN CN 201220277906 patent/CN202849941U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108867399A (en) * | 2018-08-24 | 2018-11-23 | 中国建筑土木建设有限公司 | Anchoring ring, pier body hoop unloading system and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: CHINA CONSTRUCTION EIGHTH ENGINEERING DIVISION CO. Free format text: FORMER OWNER: CHINA CONSTRUCTION CIVIL CONSTRUCTION CORP. Effective date: 20141209 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 100070 FENGTAI, BEIJING TO: 200122 PUDONG NEW AREA, SHANGHAI |
|
| TR01 | Transfer of patent right |
Effective date of registration: 20141209 Address after: 200122 Pudong New Area Century Avenue, Shanghai, No. 27, layer 1568 Patentee after: CHINA CONSTRUCTION EIGHTH ENGINEERING DIVISION Co.,Ltd. Address before: 100070 Beijing city Fengtai District Fengmao Road No. 20 building 16 district headquarters base Patentee before: CHINA CONSTRUCTION CIVIL ENGINEERING Co.,Ltd. |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130403 Termination date: 20190613 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |