CN202401744U - Cast-in-place reinforced concrete structure load-bearing template support - Google Patents
Cast-in-place reinforced concrete structure load-bearing template support Download PDFInfo
- Publication number
- CN202401744U CN202401744U CN2011205712470U CN201120571247U CN202401744U CN 202401744 U CN202401744 U CN 202401744U CN 2011205712470 U CN2011205712470 U CN 2011205712470U CN 201120571247 U CN201120571247 U CN 201120571247U CN 202401744 U CN202401744 U CN 202401744U
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- Prior art keywords
- cast
- steel pipe
- place reinforced
- fixing
- reinforced concrete
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Abstract
The utility model discloses a cast-in-place reinforced concrete structure load-bearing template support which comprises a support rod and a top plate arranged on the top of the support rod, and is characterized in that the top plate is provided with a fixing piece used for fixing a steel pipe; the fixing piece comprises fixing plates which are respectively arranged in the front and at the rear of the top plate; and each fixing plate is provided with a U-shaped groove matched with the steel pipe. The fixing piece used for fixing the steel pipe is added onto the top plate, so that the steel pipe is prevented from being stressed in an eccentric way when rolling left and right, and the stability of a frame body is improved; and furthermore, the cast-in-place reinforced concrete structure load-bearing template support is simple in structure, convenient to install and beneficial to popularization.
Description
Technical field
The utility model relates to cast in place concrete form supporting member in the construction work, relates in particular to a kind of cast in place reinforced bar and mixes clay structure bearing form support jacking.
Background technology
In the current construction work cast-in-situ concrete construction; The use of jacking more and more widely when cast-in-place concrete floor, beam construction, is used common jacking especially in a large number in the support of bearing form; This common jacking is made up of support bar and top board; The steel pipe that the is used for load-bearing eccentric force that about the process of using often occurs, rolls, thus the stability of support body influenced, influence the quality of concrete structure.
Summary of the invention
The purpose of the utility model is in order to overcome the deficiency that the above-mentioned background technology exists, to provide a kind of and can prevent eccentric force, strengthen the stability of support body, improving the mixed clay structure bearing form support of the cast in place reinforced bar jacking of concrete architecture quality.
The utility model is achieved in that cast in place reinforced bar mixes the clay structure bearing form and supports jacking; It comprises support bar and the top board that is positioned at supporting bar top; It is characterized in that: said top board is provided with the fixture that is used for fixing steel pipe; Said fixture comprises the fixed head that is arranged at the top board front and back, and said fixed head is provided with the U type groove that cooperates with steel pipe.
Said support bar is made up of screw rod and tubing string, and screw rod inserts in the tubing string, on screw rod, is provided with the nut that is mated, and the nut external diameter is greater than the tubing string external diameter.
The utlity model has following advantage: increase is used for fixing the fixture of steel pipe on top board, can prevent the eccentric force that rolls about steel pipe, strengthens the stability of support body, and is simple in structure, is convenient to install sharp and popularization.
Description of drawings
Fig. 1 is the utility model structural representation.
Fig. 2 is the utilization structure sketch map of the utility model.
Among the figure: 1-support bar, 2-screw rod, 3-tubing string, 4-top board, 5-fixture, 6-U type groove, 7-fixed head, 8-steel pipe, 9-nut, the 10-lumps of wood.
The specific embodiment
Further specify the utility model below in conjunction with accompanying drawing and embodiment.
Embodiment:
Present embodiment relates to a kind of cast in place reinforced bar and mixes clay structure bearing form support jacking, and it comprises support bar 1 and the top board 4 that is positioned at support bar 1 top, and support bar 1 is made up of screw rod 2 and tubing string 3; Screw rod 2 inserts in the tubing string 3; On screw rod 2, be provided with the nut 9 that is mated, nut 9 external diameters are greater than tubing string 3 external diameters, and top board 4 is provided with fixture 5; Fixture 5 comprises the fixed head 7 that is arranged at the top board front and back, and fixed head 7 is provided with the U type groove 6 that cooperates with steel pipe 8.
During use, the lower end of screw rod 2 is inserted in the tubing string 3, nut 9 is supported on the top of tubing string 3; Steel pipe 8 carries out effectively fixing on U type groove 6 and is supporting cast in place reinforced bar and mixing the clay structure bearing form; Can avoid eccentric compression like this, because the external diameter of nut 9 is greater than tubing string 3 external diameters, so thereby the degree of depth that can insert in the tubing strings 3 through adjusting nut 9 adjusting screw(rod)s 2; Realize abundant supporting role, improved stability.
Claims (2)
1. cast in place reinforced bar mixes the clay structure bearing form and supports jacking; It comprises support bar (1) and is positioned at the top board (4) on support bar (1) top; It is characterized in that: said top board (4) is provided with the fixture (5) that is used for fixing steel pipe (8); Said fixture (5) comprises the fixed head (7) that is arranged at the top board front and back, and said fixed head (7) is provided with the U type groove (6) that cooperates with steel pipe (8).
2. cast in place reinforced bar according to claim 1 mixes the clay structure bearing form and supports jacking; It is characterized in that: said support bar (1) is made up of screw rod (2) and tubing string (3); Screw rod (2) inserts in the tubing string (3); On screw rod (2), be provided with the nut (9) that is mated, nut (9) external diameter is greater than tubing string (3) external diameter.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011205712470U CN202401744U (en) | 2011-12-30 | 2011-12-30 | Cast-in-place reinforced concrete structure load-bearing template support |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2011205712470U CN202401744U (en) | 2011-12-30 | 2011-12-30 | Cast-in-place reinforced concrete structure load-bearing template support |
Publications (1)
Publication Number | Publication Date |
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CN202401744U true CN202401744U (en) | 2012-08-29 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN2011205712470U Expired - Fee Related CN202401744U (en) | 2011-12-30 | 2011-12-30 | Cast-in-place reinforced concrete structure load-bearing template support |
Country Status (1)
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CN (1) | CN202401744U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107663951A (en) * | 2017-11-24 | 2018-02-06 | 浙江新邦远大绿色建筑产业有限公司 | The support system and construction technology of superimposed sheet and wallboard formed by integrally casting |
CN110593460A (en) * | 2019-10-25 | 2019-12-20 | 中建四局第三建筑工程有限公司 | Bottom permanent supporting seat for preventing light partition plate from self-weight settlement |
-
2011
- 2011-12-30 CN CN2011205712470U patent/CN202401744U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107663951A (en) * | 2017-11-24 | 2018-02-06 | 浙江新邦远大绿色建筑产业有限公司 | The support system and construction technology of superimposed sheet and wallboard formed by integrally casting |
CN110593460A (en) * | 2019-10-25 | 2019-12-20 | 中建四局第三建筑工程有限公司 | Bottom permanent supporting seat for preventing light partition plate from self-weight settlement |
CN110593460B (en) * | 2019-10-25 | 2024-04-02 | 中建四局第三建设有限公司 | Bottom permanent supporting seat for preventing light partition board from dead weight sedimentation |
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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: 20120829 Termination date: 20121230 |