CN102518050A - Operation platform for replacing support saddle of bridge - Google Patents
Operation platform for replacing support saddle of bridge Download PDFInfo
- Publication number
- CN102518050A CN102518050A CN2011104481312A CN201110448131A CN102518050A CN 102518050 A CN102518050 A CN 102518050A CN 2011104481312 A CN2011104481312 A CN 2011104481312A CN 201110448131 A CN201110448131 A CN 201110448131A CN 102518050 A CN102518050 A CN 102518050A
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- bridge
- cuff
- top board
- pier stud
- pier
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Abstract
The invention discloses an operation platform for replacing a support saddle of a bridge, and is characterized in that the operation platform comprises a pier pillar hoop, a plurality of rib plates and a crown plate, wherein the pier pillar hoop is sleeved on the periphery at the upper end of the pier pillar; the crown plate adopts a circular structure and is arranged at the tops of both the pier pillar and the pier pillar hoop; the rib plates are uniformly distributed at the periphery of the pier pillar hoop; the upper parts of the rib plates are connected with the crown plate; and the pier pillar hoop, the rib plates and the crown plate are welded and fixed with each other. The platform is erected at the top of the pier pillar of the bridge to enlarge the area of the construction working face at the top of the pier pillar of the bridge; and serving as an operation platform for replacing the support saddle of the bridge or repairing padstone, the operation platform provided by the invention has the advantage that the reliability is high, and as processes such as building ribs in the pier pillar of the bridge are not required, damage on the pier pillar of the bridge is small.
Description
Technical field
The present invention relates to a kind of bridge pad and change operating platform, especially relate to a kind of operating platform of setting up on stake column pier top, belong to bridge inspection and maintenance construction equipment device technique field.
Background technology
Along with the bridge increase of service life; Phenomenons such as the bearing off normal of existing bridge or bearing damage are more and more common and outstanding; Influenced the normal use of bridge; Need carry out jacking to bridge, and then carry out bearing replacement, pinner reparation etc. and safeguard construction operation, therefore press for a kind of safe, construction operation platform is accomplished above-mentioned work easily.
The lifting platform that bridge pad replacing is at present adopted mainly contains: (1) utilizes former Bridge Pier, bent cap as jacking counter-force support platform; This scheme easy construction; But receive the restriction of bridge itself and the influence of site operation environment, be not suitable for all types bridge; (2) set up support pier, support as jacking counter-force support platform, this scheme construction has high input and poor reliability; (3) utilize former bridge bearing platform to do the basis and set up reaction frame as jacking counter-force support platform, this scheme constructional difficulties, reliability cannot say for sure to demonstrate,prove; (4) enlarge former bridge pier diameter, utilize bridge pier column as jacking counter-force support platform after increasing the pier top area, this scheme reliability is higher, but it is loaded down with trivial details to construct, and can produce bridge construction to destroy, and after the concreting maintenance period longer.
Summary of the invention
In order to overcome the deficiency of prior art, the object of the present invention is to provide a kind of safety, reliability high, to the destructive little bearing replacement operating platform of existing bridge construction.
The present invention realizes through following technical scheme:
A kind of bridge pad is changed operating platform, it is characterized in that, comprises pier stud cuff, floor and top board; Described pier stud cuff is set in the periphery of bridge pier column upper end, and described top board is a circular configuration, and it is arranged on the top of bridge pier column and pier stud cuff; Described floor is provided with a plurality of; Be distributed on the periphery of pier stud cuff, the top of floor is connected with top board, and fixing through welding between described pier stud cuff, floor and the top board.
Described bridge pad is changed operating platform and is set to three, and 119 ° at every central angle connects into integral body through high-strength bolt between these three; Be that described top board is provided with three, every central angle is 119 °, and described pier stud cuff also relative set be three; Every central angle also is 119 °; Adopt welding fixing between top board and pier stud cuff and the floor, and connect through high-strength bolt between the pier stud cuff piece, the aperture of described high-strength bolt is 10-25cm.
Further, the material of described top board, floor and pier stud cuff is a steel plate.
Wherein, the thickness of described top board, floor and pier stud cuff is 10-25mm, and the internal diameter of described pier stud cuff is 80-160cm, highly is 40-100cm, and the internal diameter of pier stud cuff is slightly larger than the diameter of bridge pier column, is as the criterion being fixed on the bridge pier column.And the external diameter of said top board is than the big 15-25cm of diameter of bridge pier column; The top board centre according to actual conditions, is cut to circle or quadrangle; Top board must be able to be shelved on the end face of bridge pier column; Make top board can be set in bridge pier column top, and can not be inserted in bridge pier column, job platform is provided for the jacking jack is installed.
In addition, described depth of floor is than the little 10-20cm of height of pier stud cuff, and concrete quantity is looked the needs of layout jack on the top board and decided, and generally by 5 °-30 ° central angle, is evenly arranged on the circumference of pier stud cuff.
The invention has the beneficial effects as follows: after the present invention has enlarged bridge pier top application work industry area through the pier stud cuff of setting up on the bridge pier column top; As the temporary platform that the jacking jack is set; Its reliability is high; Owing to need not bridge pier column carried out processing such as bar planting, the destruction that therefore existing bridge pier column is produced is less.
Description of drawings
Fig. 1 is the direction across bridge structural representation of one embodiment of the invention;
Fig. 2 is that the vertical bridge of one embodiment of the invention is to structural representation;
Fig. 3 is the top board plane structure sketch map of one embodiment of the invention;
Fig. 4 is the cuff plane structure sketch map of one embodiment of the invention.
Main Reference numeral implication is among the figure:
1, pier stud cuff 2, floor 3, top board 4, voussoir 5, bearing
6, pinner 7, jack 8, last billet 9, following billet
10, supplemental support 11, beam body 12, bridge pier column 13, high-strength bolt.
The specific embodiment
To combine accompanying drawing below, specify the specific embodiment of the present invention:
Fig. 1 is the structural representation of one embodiment of the invention at direction across bridge;
Fig. 2 be one embodiment of the invention at vertical bridge to structural representation;
Fig. 3 is the top board plane structure sketch map of one embodiment of the invention;
Fig. 4 is the pier stud cuff plane structure sketch map of one embodiment of the invention.
Like Fig. 1-shown in Figure 4:
Bottom at existing bridge superstructure beam body 11 is provided with bridge pier column 12; Between the top of bridge pier column 12 and beam body 11, be provided with bearing 5; Be provided with pinner 6 between described bearing 5 and the bridge pier column 12, and between bearing 5 and beam body 11, also be provided with voussoir 4.
For the bearing 5 of changing damage; The present invention has designed a kind of bridge pad and has changed operating platform, comprises pier stud cuff 1, floor 2 and top board 3, and described pier stud cuff 1 cover is arranged on the periphery of bridge pier column 12 upper ends admittedly; The internal diameter of pier stud cuff 1 is 80-160cm; Highly be 40-100cm, its internal diameter is slightly larger than the diameter of bridge pier column 12, is as the criterion can be fixed on the bridge pier column 12; And described top board 3 is a circular configuration; The top board centre according to actual conditions, is cut to circle or quadrangle; It is arranged on the top of bridge pier column 12 and pier stud cuff 1; The external diameter of described top board 3 is than the big 15-25cm of diameter of bridge pier column 12, makes top board 3 can be set in beyond the bearing 5 on bridge pier column 12 tops itself, for jack 7 is installed working platform is provided; And described floor 2 is provided with a plurality of; Be distributed on the periphery of pier stud cuff 1; The top of floor 2 is connected with top board 3; The little 10-20cm of height of the aspect ratio pier stud cuff 1 of described floor 2, concrete quantity is looked the quantity of the jack 7 that is provided with on the top board 3 and is decided, and general central angle by 5 ° to 30 ° is evenly arranged on the circumference of cuff 1.
Described pier stud cuff 1 all is set to three with top board 3; And every central angle is 119 °; All passing through welding in twos with floor 2 between top board piece and the pier stud cuff piece fixes; And connecting into integral body through high-strength bolt 13 between the pier stud cuff piece, the aperture of described high-strength bolt 13 is 10-25cm.
In this embodiment, the material of described top board 3, floor 2 and pier stud cuff 1 is the Q235 steel plate, and thickness is 10-25mm.
In this embodiment, for alleviating erection weight, during construction pier stud cuff lifting platform is divided into three, every central angle is 119 °, described pier stud cuff 1, floor 2 and top board 3 adopt welding, weld size 10mm.Behind the welding fabrication, handling is assembled to the top of bridge pier column 12, through high-strength bolt 13 each piece is connected into integral body then, and the employing specification of high-strength bolt 13, quantity, spacing, pretightning force, shear behavior all must satisfy the stress performance requirement of lifting beam body.After the lifting platform installation, just jack 7 can be installed on top board 3, connect hydraulic system, controller, beam body 11 is carried out the synchronous classification jacking of integral body, with top lift and displacement with dual control, and be controlled to be the master during jacking with displacement.
In this embodiment, described jack 7 is provided with two groups, is separately positioned on the left and right sides of top board 3, and every group is set side by side with two, and is provided with billet 9 down in the bottom of jack 7, is provided with billet 8 on the top of jack 7.
When beam body 11 by jacking to predetermined altitude; Just can supplemental support 10 be placed between beam body and the top board 3, promptly be arranged on the both sides, front and back of top board 3, play brace summer body 11; After treating jack 7 oil returns; Can carry out the work such as maintenance and replacing of bearing 5, accomplish, can carry out jack and unload beam behind bearing 5 construction operations.
Below disclose the present invention with preferred embodiment, so it is not in order to restriction the present invention, and all employings are equal to replacement or the technical scheme that obtained of equivalent transformation mode, all drop within protection scope of the present invention.
Claims (9)
1. a bridge pad is changed operating platform, it is characterized in that, comprises pier stud cuff, floor and top board; Described pier stud cuff is set in the periphery of bridge pier column upper end, and described top board is a circular configuration, and it is arranged on the top of bridge pier column and pier stud cuff; Described floor is provided with a plurality of; Be distributed on the periphery of pier stud cuff, the top of floor is connected with top board, and fixing through welding between described pier stud cuff, floor and the top board.
2. a kind of bridge pad according to claim 1 is changed operating platform, it is characterized in that, described bridge pad is changed operating platform and is provided with three, and every central angle is 119 °, connects into integral body through high-strength bolt between three.
3. a kind of bridge pad according to claim 1 is changed operating platform, it is characterized in that the material of described top board, floor and pier stud cuff is a steel plate.
4. a kind of bridge pad according to claim 1 is changed operating platform, it is characterized in that the thickness of described top board, floor and pier stud cuff is 10-25mm.
5. a kind of bridge pad according to claim 1 is changed operating platform, it is characterized in that the internal diameter of described pier stud cuff is 80-160cm, highly is 40-100cm.
6. a kind of bridge pad according to claim 1 is changed operating platform, it is characterized in that the external diameter of top board is than the big 15-25cm of diameter of bridge pier column, and the top board center is cut to circle or quadrangle.
7. a kind of bridge pad according to claim 1 is changed operating platform, it is characterized in that the little 10-20cm of height of the aspect ratio pier stud cuff of described floor.
8. a kind of bridge pad according to claim 1 is changed operating platform, it is characterized in that described floor is evenly arranged on the circumference of pier stud cuff by 5 °-30 ° central angle.
9. a kind of bridge pad according to claim 2 is changed operating platform, it is characterized in that the aperture of described high-strength bolt is 10-25cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104481312A CN102518050A (en) | 2011-12-29 | 2011-12-29 | Operation platform for replacing support saddle of bridge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104481312A CN102518050A (en) | 2011-12-29 | 2011-12-29 | Operation platform for replacing support saddle of bridge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102518050A true CN102518050A (en) | 2012-06-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011104481312A Pending CN102518050A (en) | 2011-12-29 | 2011-12-29 | Operation platform for replacing support saddle of bridge |
Country Status (1)
| Country | Link |
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| CN (1) | CN102518050A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103437304A (en) * | 2013-09-04 | 2013-12-11 | 北京中交桥宇科技有限公司 | Method for changing pot bearing by enlarging pier section |
| CN104153303A (en) * | 2014-08-28 | 2014-11-19 | 刘其伟 | Method for replacing self-balancing backpressure type bridge single-support |
| CN104727223A (en) * | 2015-01-22 | 2015-06-24 | 中交路桥建设有限公司 | Annular platform for bridge pier stud construction and construction method |
| CN105735149A (en) * | 2016-03-04 | 2016-07-06 | 中交路桥（北京）科技有限公司 | Bridge jacking counter-force device suitable for narrow and small space between beam bottom and cover beam |
| CN105839541A (en) * | 2016-04-29 | 2016-08-10 | 贵州桥梁建设集团有限责任公司 | Construction method for rigid frame bridge No.0 section non-welding support and structure |
| CN107142855A (en) * | 2017-05-17 | 2017-09-08 | 广州市精特建筑工程有限公司 | Bridge single pier bearing replacement, maintenance jacking anchor ear |
| CN110409315A (en) * | 2019-08-15 | 2019-11-05 | 中国五冶集团有限公司 | A kind of bridge heavy steel member anti-inclination device and method |
| CN110820605A (en) * | 2019-11-07 | 2020-02-21 | 北京中交桥宇科技有限公司 | Airtight nondestructive formula bridge jacking platform of hot melt adhesive |
| CN110983995A (en) * | 2019-12-06 | 2020-04-10 | 中铁四院集团岩土工程有限责任公司 | Beam body jacking method for high-speed railway bridge |
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| CN101215823A (en) * | 2008-01-18 | 2008-07-09 | 杭州市市政工程集团有限公司 | Method for replacing bridge basin-type rubber support |
| CN101230563A (en) * | 2008-02-21 | 2008-07-30 | 北京公科固桥技术有限公司 | Method for replacing bridge bearing without traffic interruption and special device thereof |
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| CN202380406U (en) * | 2011-12-29 | 2012-08-15 | 江苏华通工程检测有限公司 | Operating platform for changing bridge pad |
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2011
- 2011-12-29 CN CN2011104481312A patent/CN102518050A/en active Pending
Patent Citations (6)
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| JP2008196135A (en) * | 2007-02-08 | 2008-08-28 | Akio Kitayama | Reinforcing structure of bridge |
| CN201183936Y (en) * | 2007-06-18 | 2009-01-21 | 北京公联洁达公路养护工程有限公司 | Highway bridge rotary type temporary support saddle |
| CN101215823A (en) * | 2008-01-18 | 2008-07-09 | 杭州市市政工程集团有限公司 | Method for replacing bridge basin-type rubber support |
| CN101230563A (en) * | 2008-02-21 | 2008-07-30 | 北京公科固桥技术有限公司 | Method for replacing bridge bearing without traffic interruption and special device thereof |
| CN201553992U (en) * | 2009-12-17 | 2010-08-18 | 杭州市市政工程集团有限公司 | Device for jacking whole body of box girder |
| CN202380406U (en) * | 2011-12-29 | 2012-08-15 | 江苏华通工程检测有限公司 | Operating platform for changing bridge pad |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103437304A (en) * | 2013-09-04 | 2013-12-11 | 北京中交桥宇科技有限公司 | Method for changing pot bearing by enlarging pier section |
| CN103437304B (en) * | 2013-09-04 | 2016-04-13 | 北京中交桥宇科技有限公司 | A kind of method increasing pier section replacing pot bearing |
| CN104153303A (en) * | 2014-08-28 | 2014-11-19 | 刘其伟 | Method for replacing self-balancing backpressure type bridge single-support |
| CN104153303B (en) * | 2014-08-28 | 2016-01-06 | 刘其伟 | A kind of self-balancing back pressure type bridge single support replacing options |
| CN104727223A (en) * | 2015-01-22 | 2015-06-24 | 中交路桥建设有限公司 | Annular platform for bridge pier stud construction and construction method |
| CN105735149A (en) * | 2016-03-04 | 2016-07-06 | 中交路桥（北京）科技有限公司 | Bridge jacking counter-force device suitable for narrow and small space between beam bottom and cover beam |
| CN105839541A (en) * | 2016-04-29 | 2016-08-10 | 贵州桥梁建设集团有限责任公司 | Construction method for rigid frame bridge No.0 section non-welding support and structure |
| CN107142855A (en) * | 2017-05-17 | 2017-09-08 | 广州市精特建筑工程有限公司 | Bridge single pier bearing replacement, maintenance jacking anchor ear |
| CN110409315A (en) * | 2019-08-15 | 2019-11-05 | 中国五冶集团有限公司 | A kind of bridge heavy steel member anti-inclination device and method |
| CN110820605A (en) * | 2019-11-07 | 2020-02-21 | 北京中交桥宇科技有限公司 | Airtight nondestructive formula bridge jacking platform of hot melt adhesive |
| CN110983995A (en) * | 2019-12-06 | 2020-04-10 | 中铁四院集团岩土工程有限责任公司 | Beam body jacking method for high-speed railway bridge |
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Application publication date: 20120627 |