CN201747056U - Supporting structure for casting concrete ring beam - Google Patents
Supporting structure for casting concrete ring beam Download PDFInfo
- Publication number
- CN201747056U CN201747056U CN2010205075463U CN201020507546U CN201747056U CN 201747056 U CN201747056 U CN 201747056U CN 2010205075463 U CN2010205075463 U CN 2010205075463U CN 201020507546 U CN201020507546 U CN 201020507546U CN 201747056 U CN201747056 U CN 201747056U
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- plank
- bolt
- wire rope
- board
- utility
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Abstract
The utility model discloses a supporting structure for casting a concrete ring beam, which is characterized in that the utility model comprises a steel die, a bottom fixed wooden board, a wood filling, bolts, a top fixed wooden board and a stretching bolt, wherein the bottom fixed wooden board is arranged at the lower of the first skin brick under a ring beam, the wood filling is arranged at the upper part of the bottom fixed wooden board, the thickness of the wood filling is the same as that the first skin brick, the steel die and the fixed wooden board are connected through the bolts, the steel die and the top fixed board are connected through the bolts, the top fixed mold board and the bottom fixed mold board are connected through a steel wire rope in a pulling way, and the middle of the steel wire rope is provided with the stretching bolt. The utility model has simple structure and strong practicability.
Description
Technical field
The utility model relates to a kind of concrete collar tie beam that is used for and waters the support structure of smashing, and is applicable to building field.
Background technology
The conventional concrete collar tie beam waters the support structure of smashing and adopts wooden form usually, wooden form is difficult to carry out effective drawknot with body of wall, in watering the process of smashing, bad phenomenon such as displacement deformation appear in concrete collar tie beam easily, are necessary conventional construction is improved the casting pounding quality that guarantees the concrete collar tie beam.
The utility model content
The technical problem that the utility model solves provides a kind of concrete collar tie beam that is used for and waters the support structure of smashing, and solves the concrete collar tie beam and waters the problem that occurs displacement deformation when smashing.
The utility model comprises fixing fixedly plank, the tensile bolt of plank, chock, bolt, top in punching block, the end.The end fixedly plank be arranged on the first skin brick bottom under the collar tie beam, fixed plank top, the end is provided with chock, chock thickness is identical with the first skin brick thickness, the punching block and the end fixedly plank link by bolt, plank links by bolt punching block with pushing up fixedly, top fixed form and end fixed form are provided with tensile bolt by the wire rope drawknot in the middle of the wire rope.
The utility model simple structure, practical.
Description of drawings
Fig. 1 underpin organigram
Accompanying drawing sign: 1, punching block, 2, the fixing plank in the end, 3, chock, 4, bolt, 5, the fixing plank in top, 6, tensile bolt
The specific embodiment
Below in conjunction with accompanying drawing the utility model is described in detail.
Fig. 1 is the underpin organigram.
Present embodiment comprises fixing fixedly plank, the tensile bolt of plank, chock, bolt, top in punching block, the end.The end fixedly plank be arranged on the first skin brick bottom under the collar tie beam, effectively and body of wall carry out drawknot.Fixed plank top, the end is provided with chock, chock thickness is 12cm, the punching block and the end fixedly plank link by bolt, plank links by bolt punching block with pushing up fixedly, top fixed form and end fixed form are provided with the relax level that tensile bolt is used to adjust wire rope by the wire rope drawknot in the middle of the wire rope.
Claims (1)
1. one kind is used for the concrete collar tie beam and waters the support structure of smashing, it is characterized in that comprising fixing fixedly plank, the tensile bolt of plank, chock, bolt, top in punching block, the end, the end fixedly plank be arranged on the first skin brick bottom under the collar tie beam, fixed plank top, the end is provided with chock, chock thickness is identical with the first skin brick thickness, the punching block and the end fixedly plank link by bolt, plank links by bolt punching block with pushing up fixedly, top fixed form and end fixed form are provided with tensile bolt by the wire rope drawknot in the middle of the wire rope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205075463U CN201747056U (en) | 2010-08-19 | 2010-08-19 | Supporting structure for casting concrete ring beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010205075463U CN201747056U (en) | 2010-08-19 | 2010-08-19 | Supporting structure for casting concrete ring beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201747056U true CN201747056U (en) | 2011-02-16 |
Family
ID=43581737
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010205075463U Expired - Fee Related CN201747056U (en) | 2010-08-19 | 2010-08-19 | Supporting structure for casting concrete ring beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201747056U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107254964A (en) * | 2017-07-21 | 2017-10-17 | 马明才 | Waterproof beam structure of steel die above flat-top |
| CN109184199A (en) * | 2018-10-23 | 2019-01-11 | 五冶集团上海有限公司 | Collar tie beam antitorque Shear Strengthening method when 3m stressed arch-bar cast-in-place construction |
-
2010
- 2010-08-19 CN CN2010205075463U patent/CN201747056U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107254964A (en) * | 2017-07-21 | 2017-10-17 | 马明才 | Waterproof beam structure of steel die above flat-top |
| CN107254964B (en) * | 2017-07-21 | 2019-09-20 | 马明才 | Waterproof beam structure of steel die above flat-top |
| CN109184199A (en) * | 2018-10-23 | 2019-01-11 | 五冶集团上海有限公司 | Collar tie beam antitorque Shear Strengthening method when 3m stressed arch-bar cast-in-place construction |
| CN109184199B (en) * | 2018-10-23 | 2021-01-26 | 五冶集团上海有限公司 | Torsion and shear resisting reinforcing method for ring beam in cast-in-place construction of 3m prestressed arch bar |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110216 Termination date: 20110819 |