CN201598571U - Novel central cable-stayed bridge construction basket hanging device - Google Patents
Novel central cable-stayed bridge construction basket hanging device Download PDFInfo
- Publication number
- CN201598571U CN201598571U CN2010200229944U CN201020022994U CN201598571U CN 201598571 U CN201598571 U CN 201598571U CN 2010200229944 U CN2010200229944 U CN 2010200229944U CN 201020022994 U CN201020022994 U CN 201020022994U CN 201598571 U CN201598571 U CN 201598571U
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- beam section
- gusseted
- type main
- main truss
- supporting type
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Abstract
The utility model discloses a novel central cable-stayed bridge construction basket hanging device; the rear half part of a triangular supporting type main truss is arranged above a poured beam section, the front half part of the triangular supporting type main truss is arranged above a non-poured beam section, a siding piece is fixedly arranged at the bottom part of the triangular supporting type main truss, the sliding piece is arranged on a track connected with the poured beam section, the front end of the triangular supporting type main truss is connected with a bottom basket by a front suspender, the middle part of the triangular supporting type main truss is connected with the bottom basket by a rear suspender which penetrates through the poured beam section, and the rear end of the triangular supporting type main truss is connected with the poured beam section by an anchor rod. In the utility model, the structure is rational, the working effect is good, and the device is particularly suitable for the construction of the central cable-stayed bridge which has complex beam and longer sections in each pouring, has the beam body with integral width, has heavy dead weight of prestressed reinforced concrete in each pouring, and can bear more than 400t of the dead weight of the beam block.
Description
Technical field:
The utility model relates to a kind of rachis face CONSTRUCTION OF CABLE-STAYED BRIDGE hanging basket device.
Background technology:
The girder pre-stressed concrete beam body of long-span bridge often adopts Hanging Basket to carry out cantilever pouring, but existing cradle structure can not fine adaptation rachis face CONSTRUCTION OF CABLE-STAYED BRIDGE.
Summary of the invention:
It is a kind of rational in infrastructure that the purpose of this utility model is to provide, and can adapt to the novel rachis face CONSTRUCTION OF CABLE-STAYED BRIDGE hanging basket device of rachis face CONSTRUCTION OF CABLE-STAYED BRIDGE.
Technical solution of the present utility model is:
A kind of novel rachis face CONSTRUCTION OF CABLE-STAYED BRIDGE hanging basket device, it is characterized in that: comprise gusseted formula main couple, the latter half of gusseted formula main couple is positioned at and waters beam section top, the first half of gusseted formula main couple is positioned at and does not water beam section top, gusseted formula main couple bottom installs sliding part, sliding part be arranged on water the track that the beam section is connected on, gusseted formula main couple front end is connected with end basket by preceding suspension rod, gusseted formula main couple middle part is connected with end basket by being installed on the rear suspension bar that waters in the beam section, gusseted formula main couple rear end by anchor pole with water the beam section and be connected.
The utility model is rational in infrastructure, the prestressed reinforced concrete that good working effect, the sections piece spare length of be particularly suitable for beam body complexity, at every turn building are long, the beam body is whole wide cut, build at every turn uses from rachis face CONSTRUCTION OF CABLE-STAYED BRIDGE great, that can bear more than the beam body piece section deadweight 400t.
Description of drawings:
The utility model is described in further detail below in conjunction with drawings and Examples.
Fig. 1 is the configuration diagram of an embodiment of the utility model.
The specific embodiment:
A kind of novel rachis face CONSTRUCTION OF CABLE-STAYED BRIDGE hanging basket device, comprise gusseted formula main couple 1, the latter half of gusseted formula main couple is positioned at and waters beam section 9 tops, the first half of gusseted formula main couple is positioned at and does not water beam section 10 tops, gusseted formula main couple bottom installs sliding part 2,3, sliding part be arranged on water the track 4 that the beam section is connected on, gusseted formula main couple front end is connected with end basket 6 by preceding suspension rod 5, gusseted formula main couple middle part is connected with end basket 6 by being installed on the rear suspension bar 7 that waters in the beam section, gusseted formula main couple rear end by anchor pole 8 with water beam section 9 and be connected.
Claims (1)
1. novel rachis face CONSTRUCTION OF CABLE-STAYED BRIDGE hanging basket device, it is characterized in that: comprise gusseted formula main couple, the latter half of gusseted formula main couple is positioned at and waters beam section top, the first half of gusseted formula main couple is positioned at and does not water beam section top, gusseted formula main couple bottom installs sliding part, sliding part be arranged on water the track that the beam section is connected on, gusseted formula main couple front end is connected with end basket by preceding suspension rod, gusseted formula main couple middle part is connected with end basket by being installed on the rear suspension bar that waters in the beam section, gusseted formula main couple rear end by anchor pole with water the beam section and be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010200229944U CN201598571U (en) | 2010-01-05 | 2010-01-05 | Novel central cable-stayed bridge construction basket hanging device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010200229944U CN201598571U (en) | 2010-01-05 | 2010-01-05 | Novel central cable-stayed bridge construction basket hanging device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201598571U true CN201598571U (en) | 2010-10-06 |
Family
ID=42809620
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010200229944U Expired - Fee Related CN201598571U (en) | 2010-01-05 | 2010-01-05 | Novel central cable-stayed bridge construction basket hanging device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201598571U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102758404A (en) * | 2012-07-19 | 2012-10-31 | 中铁十六局集团第一工程有限公司 | Front fulcrum hanging basket travelling device of spatial V-shaped cable-stayed bridge |
| CN103437302A (en) * | 2013-08-21 | 2013-12-11 | 中交二公局第一工程有限公司 | Hanging basket construction method for suspension pouring section of single cable plane cable-stayed bridge |
| CN106758841A (en) * | 2016-12-29 | 2017-05-31 | 中交第三航务工程局有限公司 | A kind of whole construction process of the double rope face low-pylon cable-stayed bridges of double tower |
| CN110528402A (en) * | 2019-09-03 | 2019-12-03 | 重庆城建控股(集团)有限责任公司 | A kind of construction method of the more purlin piece combination Hanging Baskets of ultra-wide box beam |
-
2010
- 2010-01-05 CN CN2010200229944U patent/CN201598571U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102758404A (en) * | 2012-07-19 | 2012-10-31 | 中铁十六局集团第一工程有限公司 | Front fulcrum hanging basket travelling device of spatial V-shaped cable-stayed bridge |
| CN102758404B (en) * | 2012-07-19 | 2014-01-08 | 中铁十六局集团第一工程有限公司 | Front fulcrum hanging basket travelling device of spatial V-shaped cable-stayed bridge |
| CN103437302A (en) * | 2013-08-21 | 2013-12-11 | 中交二公局第一工程有限公司 | Hanging basket construction method for suspension pouring section of single cable plane cable-stayed bridge |
| CN106758841A (en) * | 2016-12-29 | 2017-05-31 | 中交第三航务工程局有限公司 | A kind of whole construction process of the double rope face low-pylon cable-stayed bridges of double tower |
| CN110528402A (en) * | 2019-09-03 | 2019-12-03 | 重庆城建控股(集团)有限责任公司 | A kind of construction method of the more purlin piece combination Hanging Baskets of ultra-wide box beam |
| CN110528402B (en) * | 2019-09-03 | 2021-05-11 | 重庆城建控股(集团)有限责任公司 | Construction method of ultra-wide box girder multi-truss-piece combined hanging basket |
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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: 20101006 Termination date: 20120105 |