CN102373671A - Construction method for flexible arch bridge with arch crown push of steel truss girder - Google Patents
Construction method for flexible arch bridge with arch crown push of steel truss girder Download PDFInfo
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- CN102373671A CN102373671A CN2011103660368A CN201110366036A CN102373671A CN 102373671 A CN102373671 A CN 102373671A CN 2011103660368 A CN2011103660368 A CN 2011103660368A CN 201110366036 A CN201110366036 A CN 201110366036A CN 102373671 A CN102373671 A CN 102373671A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 89
- 239000010959 steel Substances 0.000 title claims abstract description 89
- 238000010276 construction Methods 0.000 title abstract description 13
- 239000000725 suspension Substances 0.000 claims description 12
- 101100437784 Drosophila melanogaster bocks gene Proteins 0.000 claims description 6
- 238000007596 consolidation process Methods 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 6
- 238000009434 installation Methods 0.000 claims description 4
- 229910001220 stainless steel Inorganic materials 0.000 claims description 4
- 239000010935 stainless steel Substances 0.000 claims description 4
- 230000001360 synchronised effect Effects 0.000 claims description 3
- 230000000916 dilatatory effect Effects 0.000 claims description 2
- 238000006073 displacement reaction Methods 0.000 claims description 2
- 230000003019 stabilising effect Effects 0.000 claims description 2
- 238000012937 correction Methods 0.000 description 5
- 238000013461 design Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
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CN 201110366036 CN102373671B (en) | 2011-11-18 | 2011-11-18 | Construction method for flexible arch bridge with arch crown push of steel truss girder |
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Cited By (25)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102619174A (en) * | 2012-03-20 | 2012-08-01 | 中铁四局集团钢结构有限公司 | Large-span continuous steel truss girder arch pushing device |
CN102619170A (en) * | 2012-03-20 | 2012-08-01 | 中铁四局集团钢结构有限公司 | Large-span flexible arch skew back joining construction method |
CN102776840A (en) * | 2012-08-02 | 2012-11-14 | 中铁二十三局集团有限公司 | Mal-position assembly in-position method of truss bridge |
CN103290785A (en) * | 2013-06-30 | 2013-09-11 | 中铁一局集团有限公司 | Closure method for height variable continuous steel truss girder |
CN104480862A (en) * | 2014-12-03 | 2015-04-01 | 中铁大桥局集团有限公司 | Installation method of span steel truss girder of cable-stayed bridge side |
CN104612058A (en) * | 2014-12-26 | 2015-05-13 | 中铁大桥勘测设计院集团有限公司 | Construction method of flexible arch bridge with rigid beams |
CN104790297A (en) * | 2015-04-20 | 2015-07-22 | 中国铁建大桥工程局集团有限公司 | Flexible arch splicing method for steel trussed beams |
CN105201224A (en) * | 2015-10-12 | 2015-12-30 | 中铁四局集团钢结构有限公司 | Incremental launching construction lateral deviation control device |
CN105369743A (en) * | 2015-10-20 | 2016-03-02 | 中铁十四局集团第三工程有限公司 | Large-span steel truss incremental launching steel nose girder |
CN105544401A (en) * | 2016-01-07 | 2016-05-04 | 中铁四局集团钢结构有限公司 | Overweight combined highway and railway bridge rigid suspending cable stiffened continuous steel trussed beam pushing device with stiffening string |
CN105544412A (en) * | 2016-02-01 | 2016-05-04 | 中铁四局集团钢结构有限公司 | Incremental launching construction method for three-main-truss rigid suspension cable stiffening continuous steel truss girder with stiffening chord |
CN107059644A (en) * | 2017-06-09 | 2017-08-18 | 中交第公路工程局有限公司 | A kind of asymmetric unsupported installation method of sliding roadway arch |
CN109098099A (en) * | 2018-08-03 | 2018-12-28 | 中铁第勘察设计院集团有限公司 | Continuous truss flexible arch bridge rapid constructing method |
CN109680619A (en) * | 2019-01-18 | 2019-04-26 | 中铁三局集团有限公司 | A kind of steel truss beam sling Arch Bridge Construction method big suitable for environmental restrictions |
CN110219241A (en) * | 2019-04-03 | 2019-09-10 | 中铁大桥局集团有限公司 | A kind of folding method of And of Varying Depth steel truss girder |
CN110468734A (en) * | 2019-06-03 | 2019-11-19 | 中铁二院工程集团有限责任公司 | Steel lagging jack pushing tow system and steel lagging jack push construction method |
CN111058379A (en) * | 2018-10-16 | 2020-04-24 | 武汉思力特种工程机械施工有限公司 | Walking type sliding and pushing construction method for bridge construction |
CN111074790A (en) * | 2019-12-17 | 2020-04-28 | 湖南鸿云杭萧绿建科技有限公司 | Incremental launching construction method for bridge erection |
CN111139749A (en) * | 2020-01-08 | 2020-05-12 | 中铁四局集团有限公司 | Large-span bearing type continuous steel truss girder cantilever erection construction method |
CN112482243A (en) * | 2020-12-08 | 2021-03-12 | 山东潍莱高速铁路有限公司 | Large cantilever steel truss transverse dragging construction fabricated deviation rectifying device and construction method |
CN112813846A (en) * | 2021-02-09 | 2021-05-18 | 中铁上海设计院集团有限公司 | Self-balancing thrust-free dragging pushing system |
CN113722801A (en) * | 2021-09-07 | 2021-11-30 | 中国铁路设计集团有限公司 | Method for intelligently generating construction stage of concrete beam bridge by suspension casting method |
CN113718662A (en) * | 2021-09-18 | 2021-11-30 | 中铁大桥局集团有限公司 | Pushing and sliding method suitable for steel truss girder with complex vertical curve |
CN115182256A (en) * | 2022-06-30 | 2022-10-14 | 中冶(上海)钢结构科技有限公司 | Walking pushing method for large-span through tied steel arch bridge |
CN117470427A (en) * | 2023-12-25 | 2024-01-30 | 贵州路桥集团有限公司 | Horizontal stress measurement method for main arch ring during one-way erection of arch bridge deck |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5072474A (en) * | 1989-07-12 | 1991-12-17 | Dilger Walter H | Bridge construction |
CN101078198A (en) * | 2007-07-04 | 2007-11-28 | 湖南省交通规划勘察设计院 | Steel box beam erection method for self-anchored suspension bridge |
CN101831874A (en) * | 2010-05-27 | 2010-09-15 | 中铁大桥局集团第一工程有限公司 | Multipoint synchronous push construction method for porous large-span continuous steel truss girder |
JP2011069162A (en) * | 2009-09-28 | 2011-04-07 | Nippon Sharyo Seizo Kaisha Ltd | Delivery method for mono-chord lohse bridge girder member |
CN102041782A (en) * | 2010-12-10 | 2011-05-04 | 合肥中铁钢结构有限公司 | Multi-point pushing system of large-span steel truss girders and pushing process thereof |
-
2011
- 2011-11-18 CN CN 201110366036 patent/CN102373671B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
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US5072474A (en) * | 1989-07-12 | 1991-12-17 | Dilger Walter H | Bridge construction |
CN101078198A (en) * | 2007-07-04 | 2007-11-28 | 湖南省交通规划勘察设计院 | Steel box beam erection method for self-anchored suspension bridge |
JP2011069162A (en) * | 2009-09-28 | 2011-04-07 | Nippon Sharyo Seizo Kaisha Ltd | Delivery method for mono-chord lohse bridge girder member |
CN101831874A (en) * | 2010-05-27 | 2010-09-15 | 中铁大桥局集团第一工程有限公司 | Multipoint synchronous push construction method for porous large-span continuous steel truss girder |
CN102041782A (en) * | 2010-12-10 | 2011-05-04 | 合肥中铁钢结构有限公司 | Multi-point pushing system of large-span steel truss girders and pushing process thereof |
Non-Patent Citations (1)
Title |
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涂满明等: "超大跨连续钢桁梁多点顶推架设施工技术", 《交通科技》, no. 1, 6 May 2009 (2009-05-06), pages 19 - 21 * |
Cited By (36)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102619170A (en) * | 2012-03-20 | 2012-08-01 | 中铁四局集团钢结构有限公司 | Large-span flexible arch skew back joining construction method |
CN102619174B (en) * | 2012-03-20 | 2014-05-28 | 中铁四局集团钢结构有限公司 | Large-span continuous steel truss girder arch pushing device |
CN102619170B (en) * | 2012-03-20 | 2014-09-10 | 中铁四局集团钢结构有限公司 | Large-span flexible arch skew back joining construction method |
CN102619174A (en) * | 2012-03-20 | 2012-08-01 | 中铁四局集团钢结构有限公司 | Large-span continuous steel truss girder arch pushing device |
CN102776840A (en) * | 2012-08-02 | 2012-11-14 | 中铁二十三局集团有限公司 | Mal-position assembly in-position method of truss bridge |
CN102776840B (en) * | 2012-08-02 | 2015-03-11 | 中铁二十三局集团有限公司 | Mal-position assembly in-position method of truss bridge |
CN103290785B (en) * | 2013-06-30 | 2015-07-01 | 中铁一局集团有限公司 | Closure method for height variable continuous steel truss girder |
CN103290785A (en) * | 2013-06-30 | 2013-09-11 | 中铁一局集团有限公司 | Closure method for height variable continuous steel truss girder |
CN104480862A (en) * | 2014-12-03 | 2015-04-01 | 中铁大桥局集团有限公司 | Installation method of span steel truss girder of cable-stayed bridge side |
CN104612058A (en) * | 2014-12-26 | 2015-05-13 | 中铁大桥勘测设计院集团有限公司 | Construction method of flexible arch bridge with rigid beams |
CN104612058B (en) * | 2014-12-26 | 2016-05-25 | 中铁大桥勘测设计院集团有限公司 | A kind of construction method of buckstay flexible arch bridge |
CN104790297A (en) * | 2015-04-20 | 2015-07-22 | 中国铁建大桥工程局集团有限公司 | Flexible arch splicing method for steel trussed beams |
CN105201224A (en) * | 2015-10-12 | 2015-12-30 | 中铁四局集团钢结构有限公司 | Incremental launching construction lateral deviation control device |
CN105369743A (en) * | 2015-10-20 | 2016-03-02 | 中铁十四局集团第三工程有限公司 | Large-span steel truss incremental launching steel nose girder |
CN105544401A (en) * | 2016-01-07 | 2016-05-04 | 中铁四局集团钢结构有限公司 | Overweight combined highway and railway bridge rigid suspending cable stiffened continuous steel trussed beam pushing device with stiffening string |
CN105544412A (en) * | 2016-02-01 | 2016-05-04 | 中铁四局集团钢结构有限公司 | Incremental launching construction method for three-main-truss rigid suspension cable stiffening continuous steel truss girder with stiffening chord |
CN105544412B (en) * | 2016-02-01 | 2017-04-19 | 中铁四局集团钢结构有限公司 | Incremental launching construction method for three-main-truss rigid suspension cable stiffening continuous steel truss girder with stiffening chord |
CN107059644B (en) * | 2017-06-09 | 2018-12-18 | 中交第一公路工程局有限公司 | A kind of asymmetric unsupported installation method of sliding roadway arch |
CN107059644A (en) * | 2017-06-09 | 2017-08-18 | 中交第公路工程局有限公司 | A kind of asymmetric unsupported installation method of sliding roadway arch |
CN109098099A (en) * | 2018-08-03 | 2018-12-28 | 中铁第勘察设计院集团有限公司 | Continuous truss flexible arch bridge rapid constructing method |
CN111058379A (en) * | 2018-10-16 | 2020-04-24 | 武汉思力特种工程机械施工有限公司 | Walking type sliding and pushing construction method for bridge construction |
CN109680619A (en) * | 2019-01-18 | 2019-04-26 | 中铁三局集团有限公司 | A kind of steel truss beam sling Arch Bridge Construction method big suitable for environmental restrictions |
CN110219241A (en) * | 2019-04-03 | 2019-09-10 | 中铁大桥局集团有限公司 | A kind of folding method of And of Varying Depth steel truss girder |
CN110468734B (en) * | 2019-06-03 | 2024-05-28 | 中铁二院工程集团有限责任公司 | Steel arch rib pushing system and steel arch rib pushing construction method |
CN110468734A (en) * | 2019-06-03 | 2019-11-19 | 中铁二院工程集团有限责任公司 | Steel lagging jack pushing tow system and steel lagging jack push construction method |
CN111074790A (en) * | 2019-12-17 | 2020-04-28 | 湖南鸿云杭萧绿建科技有限公司 | Incremental launching construction method for bridge erection |
CN111139749A (en) * | 2020-01-08 | 2020-05-12 | 中铁四局集团有限公司 | Large-span bearing type continuous steel truss girder cantilever erection construction method |
CN112482243A (en) * | 2020-12-08 | 2021-03-12 | 山东潍莱高速铁路有限公司 | Large cantilever steel truss transverse dragging construction fabricated deviation rectifying device and construction method |
CN112813846A (en) * | 2021-02-09 | 2021-05-18 | 中铁上海设计院集团有限公司 | Self-balancing thrust-free dragging pushing system |
CN113722801A (en) * | 2021-09-07 | 2021-11-30 | 中国铁路设计集团有限公司 | Method for intelligently generating construction stage of concrete beam bridge by suspension casting method |
CN113722801B (en) * | 2021-09-07 | 2023-06-20 | 中国铁路设计集团有限公司 | Method for intelligently generating construction stage of suspension casting concrete beam bridge |
CN113718662A (en) * | 2021-09-18 | 2021-11-30 | 中铁大桥局集团有限公司 | Pushing and sliding method suitable for steel truss girder with complex vertical curve |
CN113718662B (en) * | 2021-09-18 | 2023-03-14 | 中铁大桥局集团有限公司 | Pushing and sliding method suitable for steel truss girder with complex vertical curve |
CN115182256A (en) * | 2022-06-30 | 2022-10-14 | 中冶(上海)钢结构科技有限公司 | Walking pushing method for large-span through tied steel arch bridge |
CN117470427A (en) * | 2023-12-25 | 2024-01-30 | 贵州路桥集团有限公司 | Horizontal stress measurement method for main arch ring during one-way erection of arch bridge deck |
CN117470427B (en) * | 2023-12-25 | 2024-02-23 | 贵州路桥集团有限公司 | Horizontal stress measurement method for main arch ring during one-way erection of arch bridge deck |
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Inventor after: Fang Ji Inventor after: Shi Gang Inventor after: Wu Jun Inventor after: Xia Yang Inventor after: Zhang Qingfa Inventor after: Yang Huifeng Inventor after: Zhang Xuesong Inventor after: Zhang Shili Inventor after: Chen Baomin Inventor after: Liu Yu Inventor before: Fang Ji Inventor before: Xia Yang Inventor before: Zhang Qingfa Inventor before: Yang Huifeng Inventor before: Zhang Xuesong Inventor before: Zhang Shili Inventor before: Chen Baomin Inventor before: Liu Yu Inventor before: Shi Gang |
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Address after: 230022 No. 96 Wangjiang East Road, Hefei City, Anhui Province Co-patentee after: China Railway Fourth Bureau Group Steel Structure Construction Co.,Ltd. Patentee after: CHINA TIESIJU CIVIL ENGINEERING GROUP Co.,Ltd. Address before: 230022 No. 96 Wangjiang East Road, Hefei City, Anhui Province Co-patentee before: Steel Structure Co., Ltd. of China Tiesiju Civil Engineering Group Patentee before: CHINA TIESIJU CIVIL ENGINEERING GROUP Co.,Ltd. |