CN204455849U - The accurate rackwork of installation of large-scale steel box-girder - Google Patents
The accurate rackwork of installation of large-scale steel box-girder Download PDFInfo
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- CN204455849U CN204455849U CN201520095041.3U CN201520095041U CN204455849U CN 204455849 U CN204455849 U CN 204455849U CN 201520095041 U CN201520095041 U CN 201520095041U CN 204455849 U CN204455849 U CN 204455849U
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Abstract
A kind of accurate rackwork of installation of large-scale steel box-girder, comprise the temporary support being placed in pier coping portion, the lower surface of this temporary support is connected with top of bridge pier end face by rigid contact sliding part, temporary support is by the large-scale steel box-girder of upper end, a support portion pushing tow, the surrounding of described support portion is provided with adjusts beam fluid pressure drive device, and this tune beam fluid pressure drive device drives described temporary support to carry out slip along described rigid contact sliding part and arranges.The utility model reasonable in design, can install rear positioning to large-scale steel box-girder, stability of its adjustment is high, and cost is low, can realize the flexible modulation of all directions.This device effectively simplifies the Operating Complexity that lifting is installed, and significantly improves efficiency of installing and transpose.
Description
Technical field
The utility model belong to large-scale steel box-girder install after adjustment technology, be specifically related to a kind of large-scale steel box-girder in pier coping portion lifting after the accurate rackwork of installation.
Background technology
Growing along with construction industry and technology, China is in the coastal construction carrying out multiple marine elevated bridge.In order to realize high efficiency and the construction of high performance overhead girder, existingly occurred adopting the large sections steel box-girder had compared with large span, its length has reached more than 80 to 130 meters, and weight is up to more than 2000 tons.Because Large-span Steel Box Beam is applicable to marine elevated bridge more, therefore how to carry out lifting that is steady and precise positioning and transpose afterwards as the key of bridge Construction Technology.
Because the large-scale ship that hangs can occur swing thus cause large sections steel box-girder cannot realize once location and installation accurately in hoisting engineering, therefore the precise positioning after placing is needed to adjust, but because the deadweight of steel box-girder is larger, the mode being difficult to be promoted by transverse integral realizes its stable displacement at pier coping portion, and the huge friction simultaneously between large-scale steel box-girder and bridge pier also can cause the stability influence to bridge pier body.
Utility model content
The utility model provides a kind of reasonable in design, can install the accurate rackwork of installation of the large-scale steel box-girder of rear positioning to large-scale steel box-girder, and the stability of its adjustment is high, and cost is low, can realize the flexible modulation of all directions.This device effectively simplifies the Operating Complexity that lifting is installed, and significantly improves efficiency of installing and transpose.
The technical scheme that the utility model adopts is as follows:
A kind of accurate rackwork of installation of large-scale steel box-girder, it is characterized in that described installation adjuster comprises the temporary support being placed in pier coping portion, the lower surface of this temporary support is connected with top of bridge pier end face by rigid contact sliding part, temporary support is by the large-scale steel box-girder of upper end, a support portion pushing tow, the surrounding of described support portion is provided with adjusts beam fluid pressure drive device, and this tune beam fluid pressure drive device drives described temporary support to carry out slip along described rigid contact sliding part and arranges.
In detailed description of the invention, described rigid contact sliding part comprises the sliding way steel plate, tetrafluoro plate, corrosion resistant plate and the glide path steel plate that superpose setting successively, and described glide path steel plate to be connected with top of bridge pier end face by cushion block and to arrange.
In one embodiment, the surrounding of described rigid contact sliding part is provided with slideway block, described slideway block slides arrange and adjusts beam fluid pressure drive device, and this tune beam fluid pressure drive device level is arranged to driving temporary support.
In another embodiment, described tune beam fluid pressure drive device is the hydraulic jack that horizontal four direction is arranged respectively.
Again in an embodiment, the support portion of described temporary support comprises a concrete pedestal, and described this concrete pedestal of tune beam fluid pressure drive device horizontal drive is arranged.
In one embodiment, the upper end of described concrete pedestal is provided with a rigidity sandbox, and this rigidity sandbox side is provided with sand export, large-scale steel box-girder described in the top pushing tow of this rigidity sandbox.
In another embodiment, the upper end of described rigidity sandbox is superimposed with adjustment billet, and billet upper end is provided with rubber shock-absorbing plate.
After the large-scale steel box-girder of pier coping portion completes first location, the accurate rackwork of the installation of this large-scale steel box-girder both can have been adopted to carry out fine adjustment, can according to the beam section weight of large-scale steel box-girder, at the two ends of beam section, respectively temporary support is set, the tune beam fluid pressure drive device that the surrounding of temporary support is arranged optionally can drive temporary support from four direction, makes temporary support rely on the vertical or horizontal fine adjustment of the realization of rigid contact sliding part and large-scale steel box-girder.
The beneficial effects of the utility model are, the installation accurate rackwork reasonable in design of this large-scale steel box-girder, can install rear positioning to large-scale steel box-girder, and stability of its adjustment is high, and cost is low, can realize the flexible modulation of all directions.This device effectively simplifies the Operating Complexity that lifting is installed, and significantly improves efficiency of installing and transpose.
Below in conjunction with the drawings and specific embodiments, the utility model is further elaborated.
Detailed description of the invention
As depicted in figs. 1 and 2, the accurate rackwork of installation of this large-scale steel box-girder is primarily of the composition of temporary support being put in pier coping portion, the lower surface of this temporary support is connected with top of bridge pier end face by rigid contact sliding part 12, temporary support is by the large-scale steel box-girder of upper end, a support portion pushing tow, the surrounding of described support portion is provided with adjusts beam fluid pressure drive device 11, and this tune beam fluid pressure drive device drives described temporary support to carry out slip along described rigid contact sliding part and arranges.Rigid contact sliding part comprises the sliding way steel plate 13, tetrafluoro plate, corrosion resistant plate and the glide path steel plate 15 that superpose setting successively, and described glide path steel plate 15 is by being connected setting between cushion block with pier coping portion.The surrounding of rigid contact sliding part 12 is provided with slideway block, described slideway block slides arrange and adjusts beam fluid pressure drive device 11, and this tune beam fluid pressure drive device level is arranged to driving temporary support.Beam fluid pressure drive device is adjusted to be the hydraulic jack that horizontal four direction is arranged respectively.The support portion of temporary support comprises a concrete pedestal 17, and described this concrete pedestal 17 of tune beam fluid pressure drive device horizontal drive is arranged.The upper end of concrete pedestal is provided with a rigidity sandbox 14, and this rigidity sandbox side is provided with sand export 18, large-scale steel box-girder described in the top pushing tow of this rigidity sandbox.The upper end of rigidity sandbox is superimposed with adjustment billet 19, and billet upper end is provided with rubber shock-absorbing plate 16.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model detailed description of the invention;
Fig. 2 is the cross-sectional view of the utility model detailed description of the invention.
Claims (7)
1. the accurate rackwork of the installation of a large-scale steel box-girder, it is characterized in that described installation adjuster comprises the temporary support being placed in pier coping portion, the lower surface of this temporary support is connected with top of bridge pier end face by rigid contact sliding part, temporary support is by the large-scale steel box-girder of upper end, a support portion pushing tow, the surrounding of described support portion is provided with adjusts beam fluid pressure drive device, and this tune beam fluid pressure drive device drives described temporary support to carry out slip along described rigid contact sliding part and arranges.
2. the accurate rackwork of installation of large-scale steel box-girder according to claim 1, it is characterized in that described rigid contact sliding part comprises sliding way steel plate, tetrafluoro plate, corrosion resistant plate and the glide path steel plate superposing setting successively, described glide path steel plate to be connected with top of bridge pier end face by cushion block and to arrange.
3. the accurate rackwork of installation of large-scale steel box-girder according to claim 1, it is characterized in that the surrounding of described rigid contact sliding part is provided with slideway block, described slideway block slides arrange and adjust beam fluid pressure drive device, this tune beam fluid pressure drive device level is arranged to driving temporary support.
4. the accurate rackwork of installation of large-scale steel box-girder according to claim 3, is characterized in that described tune beam fluid pressure drive device is the hydraulic jack that horizontal four direction is arranged respectively.
5. the accurate rackwork of installation of large-scale steel box-girder according to claim 1, is characterized in that the support portion of described temporary support comprises a concrete pedestal, and described this concrete pedestal of tune beam fluid pressure drive device horizontal drive is arranged.
6. the accurate rackwork of installation of large-scale steel box-girder according to claim 5, it is characterized in that the upper end of described concrete pedestal is provided with a rigidity sandbox, this rigidity sandbox side is provided with sand export, large-scale steel box-girder described in the top pushing tow of this rigidity sandbox.
7. the accurate rackwork of installation of large-scale steel box-girder according to claim 6, it is characterized in that the upper end of described rigidity sandbox is superimposed with adjustment billet, billet upper end is provided with rubber shock-absorbing plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520095041.3U CN204455849U (en) | 2015-02-10 | 2015-02-10 | The accurate rackwork of installation of large-scale steel box-girder |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520095041.3U CN204455849U (en) | 2015-02-10 | 2015-02-10 | The accurate rackwork of installation of large-scale steel box-girder |
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| CN204455849U true CN204455849U (en) | 2015-07-08 |
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| CN201520095041.3U Active CN204455849U (en) | 2015-02-10 | 2015-02-10 | The accurate rackwork of installation of large-scale steel box-girder |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106567338A (en) * | 2016-11-09 | 2017-04-19 | 中交路桥建设有限公司 | Curved leaning tower column first steel anchor box installation positioning and accuracy adjusting device |
| CN108147315A (en) * | 2017-12-28 | 2018-06-12 | 广州正德工业工程技术有限公司 | A kind of electromechanical installation auxiliary device for having regulatory function |
| CN109518616A (en) * | 2018-12-17 | 2019-03-26 | 东南大学 | Comprehensive adjustment device for the docking of assembled bent cap |
| CN109610335A (en) * | 2018-12-24 | 2019-04-12 | 中冶天工集团有限公司 | Temporary support for mounting box-separated box girder of steel arch bridge |
| CN112523111A (en) * | 2020-11-11 | 2021-03-19 | 中铁二十五局集团第五工程有限公司 | Steel box girder hoisting and splicing process |
| CN114214960A (en) * | 2018-09-12 | 2022-03-22 | 中交路桥华南工程有限公司 | Prefabricated positioning system for steel beam sections |
-
2015
- 2015-02-10 CN CN201520095041.3U patent/CN204455849U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106567338A (en) * | 2016-11-09 | 2017-04-19 | 中交路桥建设有限公司 | Curved leaning tower column first steel anchor box installation positioning and accuracy adjusting device |
| CN106567338B (en) * | 2016-11-09 | 2018-05-08 | 中交路桥建设有限公司 | A kind of curve tilts the first section steel anchor box installation positioning accuracy regulating device of king-post |
| CN108147315A (en) * | 2017-12-28 | 2018-06-12 | 广州正德工业工程技术有限公司 | A kind of electromechanical installation auxiliary device for having regulatory function |
| CN114214960A (en) * | 2018-09-12 | 2022-03-22 | 中交路桥华南工程有限公司 | Prefabricated positioning system for steel beam sections |
| CN109518616A (en) * | 2018-12-17 | 2019-03-26 | 东南大学 | Comprehensive adjustment device for the docking of assembled bent cap |
| CN109610335A (en) * | 2018-12-24 | 2019-04-12 | 中冶天工集团有限公司 | Temporary support for mounting box-separated box girder of steel arch bridge |
| CN112523111A (en) * | 2020-11-11 | 2021-03-19 | 中铁二十五局集团第五工程有限公司 | Steel box girder hoisting and splicing process |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |