CN202046786U - Integral boom for over-length reinforcement cage of pile foundation - Google Patents
Integral boom for over-length reinforcement cage of pile foundation Download PDFInfo
- Publication number
- CN202046786U CN202046786U CN2011201221338U CN201120122133U CN202046786U CN 202046786 U CN202046786 U CN 202046786U CN 2011201221338 U CN2011201221338 U CN 2011201221338U CN 201120122133 U CN201120122133 U CN 201120122133U CN 202046786 U CN202046786 U CN 202046786U
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- reinforcement cage
- steel
- pile foundation
- over
- channel
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- Expired - Fee Related
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Abstract
The utility model provides an integral boom for an over-length reinforcement cage of a pile foundation and belongs to the field of buildings, which is used for hoisting the over-length reinforcement cage of the pile foundation in the existing building industry. Channel steel and steel plates form a hoisting beam, an upper hanger ring is mounted in the middle of the upper side of the hanging beam, iron wedges are arranged at both ends of the hanging beam, and lower hanger rings for hanging pulley hooks are mounted on the iron wedges. The channel beam is used for making a cross beam, the steel plates are utilized to seal the channel steel in a welding manner, so that the rigidity of the channel steel is increased and bearing capacity is also improved. The pulley hooks are hung on the hanger rings at two ends of the cross beam, positions of steel cables on pulleys can be changed optionally under guiding of the pulley hooks.
Description
Technical field
The utility model belongs to building field.
Background technology
It is more extensive that arm moves sector application at many weights, but must setting completed with weight on ground before the basic lifting early of existing arm, lift mobile then, can't finish when changing conditions such as position in the air when needs, especially in the lifting of a kind of overlength steel reinforcement cage of construction trade with the desirable requirement of the basic out of reach of existing arm.
Summary of the invention
The purpose of this utility model is a kind of pile foundation overlength steel reinforcement cage integral hoisting arm that lifts at existing building industry pile foundation overlength steel reinforcement cage of design.
Channel-section steel of the present utility model and steel plate are formed hanging beam, and the centre is equipped with upper lift ring above the hanging beam, and there is the iron wedge at the hanging beam two ends, and the lower lift ring that hangs the pulley hook is installed on the iron wedge.
The utility model utilizes channel-section steel to make crossbeam, and utilizes steel plate soldering and sealing channel-section steel, is that the rigidity of channel-section steel is improved, the also corresponding increase of load-carrying capacity.At the crossbeam two ends, utilize suspension ring, with on pulley hook and its, utilize the pulley hook to do guiding, make steel rope on pulley, change the position arbitrarily.
Description of drawings
Fig. 1 is the utility model structural representation;
Fig. 2 is the lateral plan of the utility model Fig. 1.
The specific embodiment
Channel-section steel 3 of the present utility model and steel plate 4 are formed hanging beams, and the centre is equipped with upper lift ring 1 above the hanging beam, and there is iron wedge 2 at the hanging beam two ends, and the lower lift ring 5 that hangs pulley hook 6 is installed on iron wedge 2.
Suspender adopts channel-section steel as the suspender girder, and utilizes plate iron to seal, and suspender link up and down adopts reinforcement fabrication.Two links in suspender bottom are directly hung the fixed pulley hook of finished product.
The hoisting crane main hook is hung on the purpose made suspender, is connected two Heave Heres, top by steel rope between suspender and the steel reinforcement cage, between hoisting crane auxiliary hook and the steel reinforcement cage by two Heave Heres, steel rope connecting reinforcement cage bottom.By " 4 liftings ", utilize the lifter motion that alternately is interrupted of hoisting crane main hook and auxiliary hook, steel reinforcement cage is changed to perpendicular to ground from being parallel to ground, all be aloft to finish in whole hoisting process.
Methods such as the design by suspender, the selection of hoisting crane, lifting process control utilize a car hosit to finish long, big, heavy reinforcing bar cage hoisting and play cage is constructed.
Claims (1)
1. pile foundation overlength steel reinforcement cage integral hoisting arm, it is characterized in that: channel-section steel (3) and steel plate (4) are formed hanging beam, in the middle of above the hanging beam upper lift ring (1) is installed, there is iron wedge (2) at the hanging beam two ends, and the lower lift ring (5) that hangs pulley hook (6) is installed on iron wedge (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201221338U CN202046786U (en) | 2011-04-25 | 2011-04-25 | Integral boom for over-length reinforcement cage of pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201221338U CN202046786U (en) | 2011-04-25 | 2011-04-25 | Integral boom for over-length reinforcement cage of pile foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202046786U true CN202046786U (en) | 2011-11-23 |
Family
ID=44987104
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201221338U Expired - Fee Related CN202046786U (en) | 2011-04-25 | 2011-04-25 | Integral boom for over-length reinforcement cage of pile foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202046786U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103397629A (en) * | 2013-08-16 | 2013-11-20 | 中国建筑第八工程局有限公司 | Construction method for lifting overlong reinforcement cage by one step |
| CN108408570A (en) * | 2018-06-13 | 2018-08-17 | 怀宁县明慧竹业有限公司 | A kind of bamboo cane special hoisting structure |
| CN110077954A (en) * | 2019-04-04 | 2019-08-02 | 中铁宝桥集团有限公司 | A kind of railway frog air turning device |
-
2011
- 2011-04-25 CN CN2011201221338U patent/CN202046786U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103397629A (en) * | 2013-08-16 | 2013-11-20 | 中国建筑第八工程局有限公司 | Construction method for lifting overlong reinforcement cage by one step |
| CN103397629B (en) * | 2013-08-16 | 2015-08-05 | 中国建筑第八工程局有限公司 | The disposable construction method for hanging of overlength reinforcing cage |
| CN108408570A (en) * | 2018-06-13 | 2018-08-17 | 怀宁县明慧竹业有限公司 | A kind of bamboo cane special hoisting structure |
| CN110077954A (en) * | 2019-04-04 | 2019-08-02 | 中铁宝桥集团有限公司 | A kind of railway frog air turning device |
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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: 20111123 Termination date: 20130425 |