CN203065975U - Box beam block number zero pouring supporting system - Google Patents
Box beam block number zero pouring supporting system Download PDFInfo
- Publication number
- CN203065975U CN203065975U CN 201320010173 CN201320010173U CN203065975U CN 203065975 U CN203065975 U CN 203065975U CN 201320010173 CN201320010173 CN 201320010173 CN 201320010173 U CN201320010173 U CN 201320010173U CN 203065975 U CN203065975 U CN 203065975U
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- horizontal shore
- bridge pier
- piece
- support system
- block number
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- Expired - Fee Related
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Abstract
The utility model relates to the field of architecture, in particular to a box beam block number zero pouring auxiliary device which is applied to bridges. A box beam block number zero pouring supporting system comprises a bridge pier, wherein upper horizontal supporting beams are arranged on the side walls of the bridge pier, one ends of the upper horizontal supporting beams are inserted into the bridge pier, and the lower portions of the upper horizontal supporting beams are provided with supporting devices which are used for supporting the upper horizontal supporting beams. When being arranged on the bridge pier, the box beam block number zero pouring supporting system can effectively use the bridge pier to achieve supporting of an existing box beam block number zero, is better in supporting effect, and reduces using amount of scaffolds and production cost.
Description
Technical field
The utility model relates to building field, and particularly a kind of No. 0 piece of case beam that is applied to bridge is built auxiliary equipment.
Background technology
At present, in road and bridge engineering construction process, the bridge pier post build finish after, need cast-in-place No. 0 piece thereon, No. 0 piece is the connecting portion of continuous rigid frame beam bridge infrastructure and cantilever pouring sections, be the benchmark of cantilever pouring sections, the linear quality of one-tenth bridge of full-bridge is played crucial effects.Be in the demand of building, when building No. 0 piece, need support system be installed at the bridge pier post, site operation adopts the support method mostly at present, but the support method mainly relies on scaffold to build, when the part construction section is critical by existing railway line, the scaffold of building then must guarantee absolute safety, otherwise will affect greatly the railway operation traffic safety, simultaneously the use amount of material such as scaffold is bigger in the work progress, has increased cost of production.
Summary of the invention
The utility model proposes and a kind ofly remove that scaffold installs, can realize that No. 0 piece of case beam of firm support is built support system.
No. 0 piece of case beam described in the utility model is built support system, comprise bridge pier, the sidewall of described bridge pier is provided with horizontal shore, and end of horizontal shore inserts bridge pier inside on this, and the bottom of last horizontal shore is provided with the bracing or strutting arrangement of going up horizontal shore for supporting.
Preferably, described bracing or strutting arrangement comprises horizontal shore and cant beam down, and described horizontal shore down is located at the bottom of horizontal shore, and an end of horizontal shore inserts bridge pier inside down, cant beam one end connects horizontal shore down, and the other end connects the other end of going up horizontal shore.
Preferably, described cant beam is connected down the intersection point place of horizontal shore and bridge pier.
Preferably, the upper surface of described last horizontal shore is fixedly provided with some i iron.
Further preferably, be fixed with truss on the described i iron.
Still more preferably, described truss is triangular truss.
No. 0 piece of case beam described in the utility model is built support system and is arranged on the bridge pier, can effectively utilize bridge pier self realization to the support of No. 0 piece of cast-in-situ box girder, and support effect is better, and has reduced the use amount of scaffold, has reduced cost of production.
Description of drawings
Fig. 1 is the structural representation of the utility model embodiment 2.
1-goes up horizontal shore among the figure; Horizontal shore under the 2-; The 3-cant beam; The 4-bridge pier; The 5-truss.
The specific embodiment
No. 0 piece of case beam described in the utility model is built support system, comprise bridge pier 4, bridge pier 4 sidewalls are provided with horizontal shore 1 and following horizontal shore 2 from top to bottom successively, one end of last horizontal shore 1 and following horizontal shore 2 all is fixed on the bridge pier 4, one end of cant beam 3 connects the other end of going up horizontal shore 1, the other end of cant beam 3 is connected the intersection point place of horizontal shore and bridge pier 4, the upper surface of going up horizontal shore 1 described in the utility model also is fixedly provided with some i iron, No. 0 piece of case beam described in the utility model is built support system two, be arranged at bridge pier 4 both sides symmetrically, when building No. 0 piece of case beam, on i iron, lay formwork for placing, concrete directly is cast on the horizontal shore 1 gets final product, build and to go up horizontal shore 1 and following horizontal shore 2 after finishing and amputate and get final product.
Present embodiment is substantially the same manner as Example 1, difference is that present embodiment has fixedly installed truss 5 at described i iron, the truss 5 that present embodiment arranges is triangular truss, be mainly used in forming when realizing case beam O piece the moulding of case beam O piece bottom, present embodiment can utilize different truss 5 to realize the various moulding of pars basilaris pontis according to the needs of construction drawing.
Claims (6)
1. No. 0 piece of case beam is built support system, comprise bridge pier (3), the sidewall that it is characterized in that described bridge pier (3) is provided with horizontal shore (1), the end that should go up horizontal shore (1) inserts bridge pier (3) inside, and the bottom of last horizontal shore (1) is provided with the bracing or strutting arrangement of going up horizontal shore (1) for supporting.
2. No. 0 piece of a kind of case beam as claimed in claim 1 is built support system, it is characterized in that described bracing or strutting arrangement comprises horizontal shore (2) and cant beam (3) down, described horizontal shore (2) down is located at the bottom of horizontal shore (1), and an end of following horizontal shore (2) inserts inner, cant beam (3) one ends connect horizontal shore (2) down, and the other end connects the other end of going up horizontal shore (1).
3. No. 0 piece of a kind of case beam as claimed in claim 2 is built support system, it is characterized in that described cant beam (3) is connected down the intersection point place of horizontal shore (2) and bridge pier (3).
4. No. 0 piece of a kind of case beam as claimed in claim 1 is built support system, it is characterized in that the described upper surface of going up horizontal shore (1) is fixedly provided with some i iron.
5. No. 0 piece of a kind of case beam as claimed in claim 4 is built support system, it is characterized in that being fixed with on the described i iron truss (5).
6. No. 0 piece of a kind of case beam as claimed in claim 5 is built support system, it is characterized in that described truss (5) is triangular truss.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320010173 CN203065975U (en) | 2013-01-09 | 2013-01-09 | Box beam block number zero pouring supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320010173 CN203065975U (en) | 2013-01-09 | 2013-01-09 | Box beam block number zero pouring supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203065975U true CN203065975U (en) | 2013-07-17 |
Family
ID=48764786
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320010173 Expired - Fee Related CN203065975U (en) | 2013-01-09 | 2013-01-09 | Box beam block number zero pouring supporting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203065975U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178188A (en) * | 2015-07-10 | 2015-12-23 | 北京市政建设集团有限责任公司 | Novel triangular frame supporting structure and formwork |
| CN111749134A (en) * | 2020-05-28 | 2020-10-09 | 中建隧道建设有限公司 | Auxiliary support construction device and construction method for beam-arch combined continuous rigid frame bridge |
-
2013
- 2013-01-09 CN CN 201320010173 patent/CN203065975U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105178188A (en) * | 2015-07-10 | 2015-12-23 | 北京市政建设集团有限责任公司 | Novel triangular frame supporting structure and formwork |
| CN105178188B (en) * | 2015-07-10 | 2017-04-12 | 北京市政建设集团有限责任公司 | Triangular frame supporting formwork |
| CN111749134A (en) * | 2020-05-28 | 2020-10-09 | 中建隧道建设有限公司 | Auxiliary support construction device and construction method for beam-arch combined continuous rigid frame bridge |
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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: 20130717 Termination date: 20160109 |