CN202194073U - Large-volume long-cantilever capping beam construction device - Google Patents
Large-volume long-cantilever capping beam construction device Download PDFInfo
- Publication number
- CN202194073U CN202194073U CN 201120263018 CN201120263018U CN202194073U CN 202194073 U CN202194073 U CN 202194073U CN 201120263018 CN201120263018 CN 201120263018 CN 201120263018 U CN201120263018 U CN 201120263018U CN 202194073 U CN202194073 U CN 202194073U
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- support
- load
- bent cap
- bearing rod
- long cantilever
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Abstract
The utility model discloses a large-volume long-cantilever capping beam construction device. The device comprises a load-bearing rod and a bracket, wherein the load-bearing rod penetrates into a reserved pore canal of a pier body; the bracket is arranged on the load-bearing rod; an iron seat is arranged at the lower chord of the bracket; the iron seat is pressed on the load-bearing rod; a steady frame is arranged on the bracket; and a transverse distribution beam and a long-cantilever capping beam template arranged on the transverse distribution beam are arranged at the upper end of the bracket. In the utility model, the erection height of the bracket is low, the workload is greatly reduced, and the technical difficulty in erecting a bracket structure is realized, so that the safety and the using flexibility of the bracket structure are improved.
Description
Technical field
The utility model relates to a kind of big volume long cantilever bent cap construction equipment.
Background technology
The job practices of present high pier long cantilever bent cap, major part be harden around the pier place, set up the rim of a bowl support or lift steel pipe column, set up the transverse distribution beam, lay the lumps of wood and template at last.There is more problem in traditional job practices:
high pier construction to set up its place of the rim of a bowl support sclerosis scope big; Architecture basics has high input; Operating expenses is high;
steel pipe column bracket construction height is high; Need multiple welding to become whole; Its weldquality is difficult to be guaranteed; Steel pipe column lifting length is big simultaneously, and the lifting time is long, and the technical difficulty coefficient is big; The rim of a bowl support that
sets up and its verticality of steel pipe column bracket are difficult to control, the reinforcement measure difficulty;
timbering material usage quantity is big, and the preparation of construction time is longer;
the rim of a bowl support and steel pipe column bracket are installed, the dismounting time is long; The work high above the ground time is long, has increased construction risk.The job practices of big volume long cantilever bent cap can overcome the defective that traditional job practices is brought.
The utility model content
The utility model provides workload to significantly reduce, reduced the big volume long cantilever bent cap construction equipment of the technical difficulty that supporting structure sets up.
The utility model technical solution problem provides following scheme:
A kind of big volume long cantilever bent cap construction equipment; Comprise load-bearing rod, support, said load-bearing rod runs through in the pier shaft reserving hole channel, and the top of said load-bearing rod is placed with support; The lower chord place of said support is provided with the iron seat; Said iron seat is pressed on the load-bearing rod, and said support is provided with steady rest, and the upper end of said support is the long cantilever bent cap template on transverse distribution beam and the transverse distribution beam.
Screw-thread steel, buckle that said steady rest utilization is embedded in above the pier shaft are fixed on support on the pier shaft.
The said support that bears long cantilever bent cap load is made up of shellfish thunder sheet, establishes pin between shellfish thunder sheet and the shellfish thunder sheet and is linked to be a row Bei Leiliang, and per two row Bei Leiliang form one group, and its end is provided with link, and the bottom is provided with bracing frame.
Said iron seat is formed by the steel plate Combination Welding, and iron seat top, horizontal is convenient to fix with the support lower chord, and iron seat bottom is made into circular arc, and its internal diameter is identical with the rod iron radius.
Compared with present technology, beneficial effect of the present invention is embodied in:
1 adopts big volume long cantilever construction method of bent cap to substitute traditional job practices, can overcome each item defective in the existing job practices fully.
2 adopt big volume long cantilever construction method of bent cap, in construction, need not the place sclerosis, without long period preparation material.
3 adopt big volume long cantilever construction method of bent cap, and at the bottom of the support scaffolding height, workload significantly reduces; Reduce the technical difficulty that supporting structure is set up, thereby improved the safety and use flexibility of supporting structure.
4 adopt big volume long cantilever construction method of bent cap, and material usage is few, greatly reduces operating expenses.
5 adopt big volume long cantilever construction method of bent cap, and support is installed, dismantling operation is simple, have reduced the engineering time of work high above the ground, have reduced construction risk.
Description of drawings
Fig. 1 is the longitudinal plane structure sketch map of the utility model.
Fig. 2 is the cross-sectional configuration sketch map of the utility model.
The specific embodiment
Referring to accompanying drawing; A kind of big volume long cantilever bent cap construction equipment comprises load-bearing rod 1, support 3, and said load-bearing rod 1 runs through in the body reserving hole channel; Be placed with support 3 on the said load-bearing rod 1; The lower chord place of said support 3 is provided with iron seat 2, and said iron seat 2 is pressed on the load-bearing rod 1, and said support 3 is provided with steady rest; Screw-thread steel 5, buckle 4 that said steady rest utilization is embedded in above the pier shaft are fixed on support 3 on the pier shaft, and the upper end of said support 3 is the long cantilever bent cap template on transverse distribution beam 6 and the transverse distribution beam.
Claims (4)
1. one kind big volume long cantilever bent cap construction equipment; Comprise load-bearing rod, support, it is characterized in that: said load-bearing rod runs through in the body reserving hole channel, is placed with support on the said load-bearing rod; The lower chord place of said support is provided with the iron seat; Said iron seat is pressed on the load-bearing rod, and said support is provided with steady rest, and the upper end of said support is the long cantilever bent cap template on transverse distribution beam and the transverse distribution beam.
2. according to the said big volume long cantilever bent cap construction equipment of claim 1, it is characterized in that: screw-thread steel, buckle that said steady rest utilization is embedded in above the pier shaft are fixed on support on the pier shaft.
3. according to the said big volume long cantilever bent cap construction equipment of claim 1; It is characterized in that: the said support that bears long cantilever bent cap load is made up of shellfish thunder sheet; Establish pin between shellfish thunder sheet and the shellfish thunder sheet and be linked to be a row Bei Leiliang; Per two row Bei Leiliang form one group, and its end is provided with link, and the bottom is provided with bracing frame.
4. according to the said big volume long cantilever bent cap construction equipment of claim 1, it is characterized in that: said iron seat is formed by the steel plate Combination Welding, and iron seat top, horizontal is convenient to fix with the support lower chord, and iron seat bottom is made into circular arc, and its internal diameter is identical with the rod iron radius.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201120263018 CN202194073U (en) | 2011-07-25 | 2011-07-25 | Large-volume long-cantilever capping beam construction device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201120263018 CN202194073U (en) | 2011-07-25 | 2011-07-25 | Large-volume long-cantilever capping beam construction device |
Publications (1)
Publication Number | Publication Date |
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CN202194073U true CN202194073U (en) | 2012-04-18 |
Family
ID=45948992
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201120263018 Expired - Fee Related CN202194073U (en) | 2011-07-25 | 2011-07-25 | Large-volume long-cantilever capping beam construction device |
Country Status (1)
Country | Link |
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CN (1) | CN202194073U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102953344A (en) * | 2012-12-12 | 2013-03-06 | 广东省长大公路工程有限公司 | Climbing cone type triangular cantilever bracket |
CN103866692A (en) * | 2012-12-07 | 2014-06-18 | 宏润建设集团股份有限公司 | Novel assembling method for bent cap bearing frame |
-
2011
- 2011-07-25 CN CN 201120263018 patent/CN202194073U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103866692A (en) * | 2012-12-07 | 2014-06-18 | 宏润建设集团股份有限公司 | Novel assembling method for bent cap bearing frame |
CN102953344A (en) * | 2012-12-12 | 2013-03-06 | 广东省长大公路工程有限公司 | Climbing cone type triangular cantilever bracket |
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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: 20120418 Termination date: 20160725 |
|
CF01 | Termination of patent right due to non-payment of annual fee |