CN2477701Y - Connecting structure of bridge having simple support varied as continuation - Google Patents
Connecting structure of bridge having simple support varied as continuation Download PDFInfo
- Publication number
- CN2477701Y CN2477701Y CN 01225747 CN01225747U CN2477701Y CN 2477701 Y CN2477701 Y CN 2477701Y CN 01225747 CN01225747 CN 01225747 CN 01225747 U CN01225747 U CN 01225747U CN 2477701 Y CN2477701 Y CN 2477701Y
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- Prior art keywords
- bridge
- girder
- prestressed
- joint
- concrete
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- Expired - Fee Related
Links
- 239000004744 fabric Substances 0.000 claims abstract description 6
- 239000004574 high-performance concrete Substances 0.000 claims abstract description 5
- 239000011513 prestressed concrete Substances 0.000 claims abstract description 4
- 230000002787 reinforcement Effects 0.000 claims description 6
- 238000003466 welding Methods 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 4
- 239000010959 steel Substances 0.000 abstract description 4
- 239000000835 fiber Substances 0.000 abstract description 2
- 238000005516 engineering process Methods 0.000 description 4
- 229920000049 Carbon (fiber) Polymers 0.000 description 2
- 239000004917 carbon fiber Substances 0.000 description 2
- 239000004567 concrete Substances 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- VNWKTOKETHGBQD-UHFFFAOYSA-N methane Chemical compound C VNWKTOKETHGBQD-UHFFFAOYSA-N 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model discloses a connecting structure used to change a simple support of a bridge into a continuous support. A bracket (2) and a prestressed concrete main beam (3) are arranged on a bridge pier (1); a prestressed steel beam (4) in the main beam (3) is bent upwards at the end of the main beam (3) to form a prestressed top steel beam, the non-prestressed steel bars (6) at the joint of the main beams of two adjacent spans are correspondingly welded, micro-expansion high-performance concrete (8) is grouted into the joint, fiber cloth (9) with very high tensile strength is pasted on the top of the beam at the joint, and bridge surface pavement (10) is paved on the top of the main beam. The utility model is simple in structure, convenient in operation and easy in promotion while ensuring the using performance of the bridge.
Description
The invention belongs to the building structure technology field, relate in particular to a kind of bridge and become continuous binding structure by freely-supported.
In the prior art, simply supported girder bridge because of the technology letter, the duration is short, cost is low, obtain using very widely at the bridge of medium and small span.But the connection between the adjacent spanning girder is the outstanding problem that exists in the multispan simply supported girder bridge, usually take three kinds of modes to handle: the one, the shrinkage joint is set, the deformation curve of girder fractures at this under the load action, influence the comfortableness of driving significantly, and easily become the destruction gradually that weak link causes bridge deck herein; The 2nd, to make bridge floor and construct continuously, a large amount of investigation show that bridge used the back bridge floor to construct continuously and always produces the basic crack that connects in 2~3 years, and then influenced the destruction gradually of travelling and causing bridge deck of vehicle; The 3rd, girder is structurally got up continuously, common way is cast-in-place joint concrete and the prestressed strand of setting up the opposing hogging moment at the girder end face of this section, fundamentally change driving condition and avoided the weak link of bridge deck, but its complex process, operation are various, so that are difficult to apply.
The purpose of this utility model is to provide that a kind of technology is simple, construction fast, dependable performance, bridge with obvious social benefits become continuous binding structure by freely-supported.
The above-mentioned purpose of the utility model is to realize by such technical scheme: promptly the utility model is by lay bearing on bridge pier, precast prestressed concrete girder, prestressed strand in the girder partly upwards bends up as the top prestressed strand at the beam-ends section, the corresponding welding of nonprestressed reinforcement with adjacent spanning girder seam crossing, placing microdilatancy high performance concrete in seam, paste the very high cloth of tensile strength and constitute at the seam crossing top surface of the beam at the deck paving of girder end face making.
Technique scheme of the present utility model can further specify by the embodiment that accompanying drawing provides:
The utility model has following accompanying drawing:
Accompanying drawing 1 is a structural representation of the present utility model
Fig. 2 is the local drawing of the A-A of Fig. 1
Referring to accompanying drawing: the utility model is by lay bearing 2 on bridge pier 1, in precast prestressed concrete girder 3, be provided with prestressed strand 4, prestressed strand 4 partly upwards bends up as the top prestressed strand at the beam-ends section, with ground tackle 5 with prestressed strand 4 in beam anchorage, end at girder 3 is respectively equipped with nonprestressed reinforcement 6 up and down, with the nonprestressed reinforcement 6 corresponding welding of bar dowel 7 with adjacent spanning girder, placing microdilatancy high performance concrete 8 in seam, paste the very high cloth 9 (as carbon cloth or fibre plate) of tensile strength and constitute at the top surface of the beam of seam section at the deck paving 10 of girder 3 end face makings.Its production process is: cast bridge pier 1, lay bearing 2, prefabricated girder 3, stretch-draw prestressing force steel bundle 4 and with its with ground tackle 5 in beam anchorage, nonprestressed reinforcement 6 correspondences of adjacent spanning girder are welded with bar dowel 7 in girder 3 backs in place, placing microdilatancy high performance concrete 8 in the seam of girder 3 is pasted cloth 9 at the top surface of the beam of seam section, and the making deck paving 10 then.
The good effect that the above-mentioned binding structure of the utility model has is: the mode by simply supported girder bridge is constructed, most dead loads of bridge are born by simply supported beam, and prestressed strand partly bends up the hogging moment that produces with the opposing mobile load as the top prestressed strand at the beam-ends section; Butt joint is done simple the filling and is filled out concrete and paste carbon fiber sheet formation continuous girder bridge at top surface of the beam, the seam section only bears mobile load and the hogging moment that produces of fraction dead load very, double bearing is set on the same bridge pier also have been reduced the peak value of hogging moment and has made the shearing of seam sections almost nil, the carbon fiber sheet of pasting had both had very high-tensile, have good waterproof and buffer action again, guaranteed that this binding is configured under the condition of guaranteeing structure stress requirement and durability, improved the driving condition of bridge, and technology is simple, easy to operate, have remarkable social benefit.
Claims (1)
1, a kind of bridge becomes continuous binding structure by freely-supported, it is characterized in that: by on bridge pier (1), laying bearing (2), precast prestressed concrete girder (3), in girder, be provided with prestressed strand (4) and use ground tackle (5) in beam anchorage, prestressed strand (4) partly upwards bends up as the top prestressed strand at the beam-ends section, be provided with nonprestressed reinforcement (6) in the end of girder (3), with nonprestressed reinforcement (6) the corresponding welding of bar dowel (7) with adjacent spanning girder, placing microdilatancy high performance concrete (8) in seam, top surface of the beam at the seam section is pasted the very high cloth (9) of tensile strength, and deck paving (10) constitutes.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN 01225747 CN2477701Y (en) | 2001-05-24 | 2001-05-24 | Connecting structure of bridge having simple support varied as continuation |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 01225747 CN2477701Y (en) | 2001-05-24 | 2001-05-24 | Connecting structure of bridge having simple support varied as continuation |
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CN2477701Y true CN2477701Y (en) | 2002-02-20 |
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CN 01225747 Expired - Fee Related CN2477701Y (en) | 2001-05-24 | 2001-05-24 | Connecting structure of bridge having simple support varied as continuation |
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Cited By (17)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100417771C (en) * | 2003-12-23 | 2008-09-10 | 东洋综合建业株式会社 | Structure and method of connecting I-type prestressed concrete beams using steel brackets |
CN100547169C (en) * | 2003-11-28 | 2009-10-07 | 韩国建设技术研究院 | Bridge is with compound beam and the method for using this compound beam bridging |
CN101538831B (en) * | 2009-03-23 | 2011-02-09 | 宏润建设集团股份有限公司 | Post-poured hidden coping construction method for converting simply supported beams into continuous beams |
CN102086630A (en) * | 2010-10-14 | 2011-06-08 | 东南大学 | Method for constructing continuous U-shaped beams |
CN101111643B (en) * | 2005-04-14 | 2011-07-20 | 隔而固振动控制有限公司 | Vehicle bridge with vibrational and structure-borne noise damping |
CN102733299A (en) * | 2012-07-13 | 2012-10-17 | 福州大学 | Novel assembly type steel concrete simple supported slab bridge hinge joint and construction method thereof |
CN103205930A (en) * | 2013-04-25 | 2013-07-17 | 福州大学 | Structure for continuous transformation of existing simply supported hollow slab girder bridge and construction method of structure |
CN103437561A (en) * | 2013-07-18 | 2013-12-11 | 杭州博数土木工程技术有限公司 | Simply-supported to continuously-crossly-connected box girder structure |
CN103510465A (en) * | 2012-06-29 | 2014-01-15 | 上海申继交通科技有限公司 | Slightly-arched seam crossing type bridge continuous seam structure |
CN104762878A (en) * | 2015-04-16 | 2015-07-08 | 福州大学 | Construction method of simply supported girder bridge continuous slab-deck structure with prestress and structure of construction method |
CN108086133A (en) * | 2018-02-08 | 2018-05-29 | 湖南工业大学 | Ultra-high performance concrete Simply supported non-uniform beam cloth muscle constructs and its method for bridge construction |
CN108252222A (en) * | 2018-01-23 | 2018-07-06 | 重庆交通大学 | Steel-concrete combined structure formula simple supported-to-continuous girder bridge method |
CN108894118A (en) * | 2018-09-25 | 2018-11-27 | 重庆交通大学 | Simply supported non-uniform method for bridge construction with steel Shu Zhangla connector |
CN108978492A (en) * | 2018-09-25 | 2018-12-11 | 重庆交通大学 | Simply supported non-uniform bridge hogging moment steel Shu Zhangla connector and bridge structure |
CN109183633A (en) * | 2018-10-26 | 2019-01-11 | 福州大学 | A kind of existing freely-supported hollow slab bridge structure serialization construction and its construction method |
CN110004815A (en) * | 2019-03-29 | 2019-07-12 | 辽宁省交通规划设计院有限责任公司 | A kind of non-prestressed freely-supported turns Continuous Bridge and its construction method |
CN110029567A (en) * | 2019-04-29 | 2019-07-19 | 中铁磁浮交通投资建设有限公司 | Medium-and low-speed maglev simple-supported thencontinuous two-wire beam and its construction method |
-
2001
- 2001-05-24 CN CN 01225747 patent/CN2477701Y/en not_active Expired - Fee Related
Cited By (21)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN100547169C (en) * | 2003-11-28 | 2009-10-07 | 韩国建设技术研究院 | Bridge is with compound beam and the method for using this compound beam bridging |
CN100417771C (en) * | 2003-12-23 | 2008-09-10 | 东洋综合建业株式会社 | Structure and method of connecting I-type prestressed concrete beams using steel brackets |
CN101111643B (en) * | 2005-04-14 | 2011-07-20 | 隔而固振动控制有限公司 | Vehicle bridge with vibrational and structure-borne noise damping |
CN101538831B (en) * | 2009-03-23 | 2011-02-09 | 宏润建设集团股份有限公司 | Post-poured hidden coping construction method for converting simply supported beams into continuous beams |
CN102086630A (en) * | 2010-10-14 | 2011-06-08 | 东南大学 | Method for constructing continuous U-shaped beams |
CN103510465A (en) * | 2012-06-29 | 2014-01-15 | 上海申继交通科技有限公司 | Slightly-arched seam crossing type bridge continuous seam structure |
CN102733299A (en) * | 2012-07-13 | 2012-10-17 | 福州大学 | Novel assembly type steel concrete simple supported slab bridge hinge joint and construction method thereof |
CN103205930A (en) * | 2013-04-25 | 2013-07-17 | 福州大学 | Structure for continuous transformation of existing simply supported hollow slab girder bridge and construction method of structure |
CN103205930B (en) * | 2013-04-25 | 2015-06-03 | 福州大学 | Structure for continuous transformation of existing simply supported hollow slab girder bridge and construction method of structure |
CN103437561B (en) * | 2013-07-18 | 2015-10-14 | 浙江中隧桥波形钢腹板有限公司 | Freely-supported turns continuous interconnection box-beam structure |
CN103437561A (en) * | 2013-07-18 | 2013-12-11 | 杭州博数土木工程技术有限公司 | Simply-supported to continuously-crossly-connected box girder structure |
CN104762878A (en) * | 2015-04-16 | 2015-07-08 | 福州大学 | Construction method of simply supported girder bridge continuous slab-deck structure with prestress and structure of construction method |
CN108252222A (en) * | 2018-01-23 | 2018-07-06 | 重庆交通大学 | Steel-concrete combined structure formula simple supported-to-continuous girder bridge method |
CN108252222B (en) * | 2018-01-23 | 2019-08-06 | 重庆交通大学 | Steel-concrete combined structure formula simple supported-to-continuous girder bridge method |
CN108086133A (en) * | 2018-02-08 | 2018-05-29 | 湖南工业大学 | Ultra-high performance concrete Simply supported non-uniform beam cloth muscle constructs and its method for bridge construction |
CN108894118A (en) * | 2018-09-25 | 2018-11-27 | 重庆交通大学 | Simply supported non-uniform method for bridge construction with steel Shu Zhangla connector |
CN108978492A (en) * | 2018-09-25 | 2018-12-11 | 重庆交通大学 | Simply supported non-uniform bridge hogging moment steel Shu Zhangla connector and bridge structure |
CN109183633A (en) * | 2018-10-26 | 2019-01-11 | 福州大学 | A kind of existing freely-supported hollow slab bridge structure serialization construction and its construction method |
CN109183633B (en) * | 2018-10-26 | 2023-09-29 | 福州大学 | Continuous structure of existing simply supported hollow slab bridge structure and construction method thereof |
CN110004815A (en) * | 2019-03-29 | 2019-07-12 | 辽宁省交通规划设计院有限责任公司 | A kind of non-prestressed freely-supported turns Continuous Bridge and its construction method |
CN110029567A (en) * | 2019-04-29 | 2019-07-19 | 中铁磁浮交通投资建设有限公司 | Medium-and low-speed maglev simple-supported thencontinuous two-wire beam and its construction method |
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Legal Events
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C41 | Transfer of patent application or patent right or utility model | ||
TR01 | Transfer of patent right |
Effective date of registration: 20090724 Address after: No. 66, Xuefu Avenue, Nan'an District, Chongqing, China: 400074 Co-patentee after: Chongqing Communications Construction Group Co.,Ltd. Patentee after: Zhou Zhi Xiang Address before: 1-4-2, 35 teaching building, Chongqing Jiaotong College, Chongqing, 400074 Patentee before: Zhou Zhixiang |
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C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20020220 Termination date: 20100524 |