CN103243635B - 大跨度曲线钢桁腹pc组合桥梁及其建造方法 - Google Patents
大跨度曲线钢桁腹pc组合桥梁及其建造方法 Download PDFInfo
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- CN103243635B CN103243635B CN201310157801.4A CN201310157801A CN103243635B CN 103243635 B CN103243635 B CN 103243635B CN 201310157801 A CN201310157801 A CN 201310157801A CN 103243635 B CN103243635 B CN 103243635B
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 270
- 239000010959 steel Substances 0.000 title claims abstract description 270
- 238000010276 construction Methods 0.000 title claims abstract description 20
- 239000004417 polycarbonate Substances 0.000 title abstract 7
- 239000002131 composite material Substances 0.000 title abstract 5
- 229920000515 polycarbonate Polymers 0.000 title abstract 2
- 238000003466 welding Methods 0.000 claims abstract description 24
- 210000001015 abdomen Anatomy 0.000 claims description 139
- 210000001364 upper extremity Anatomy 0.000 claims description 56
- 230000006835 compression Effects 0.000 claims description 19
- 238000007906 compression Methods 0.000 claims description 19
- 230000007704 transition Effects 0.000 claims description 19
- 230000003068 static effect Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 5
- 238000005452 bending Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
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- Bridges Or Land Bridges (AREA)
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CN201310157801.4A CN103243635B (zh) | 2013-04-28 | 2013-04-28 | 大跨度曲线钢桁腹pc组合桥梁及其建造方法 |
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CN201310157801.4A CN103243635B (zh) | 2013-04-28 | 2013-04-28 | 大跨度曲线钢桁腹pc组合桥梁及其建造方法 |
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CN103243635A CN103243635A (zh) | 2013-08-14 |
CN103243635B true CN103243635B (zh) | 2015-04-01 |
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CN201310157801.4A Active CN103243635B (zh) | 2013-04-28 | 2013-04-28 | 大跨度曲线钢桁腹pc组合桥梁及其建造方法 |
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Families Citing this family (1)
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CN104746435B (zh) * | 2015-04-03 | 2016-03-30 | 中国建筑第六工程局有限公司 | 一种大角度y型墩柱的施工方法 |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US4120065A (en) * | 1977-12-15 | 1978-10-17 | Eugene W. Sivachenko | Lightweight modular, truss-deck bridge system |
US4200946A (en) * | 1978-11-16 | 1980-05-06 | Westland Aircraft Limited | Load-supporting structures |
JP2000240216A (ja) * | 1999-02-19 | 2000-09-05 | Kawasaki Steel Corp | トラス構造体 |
CN100507151C (zh) * | 2007-11-23 | 2009-07-01 | 清华大学 | 双层桥面组合桁梁桥 |
CN101936054B (zh) * | 2010-08-19 | 2012-07-25 | 李勇 | 钢桁腹组合pc梁及其施工方法 |
CN203383134U (zh) * | 2013-04-28 | 2014-01-08 | 李勇 | 大跨度曲线钢桁腹pc组合桥梁 |
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C53 | Correction of patent for invention or patent application | ||
CB03 | Change of inventor or designer information |
Inventor after: Li Yong Inventor after: Chen Yiyan Inventor after: Cha Xiaoxiong Inventor after: Du Hongbiao Inventor after: Zhang Jiandong Inventor after: Long Peiheng Inventor before: Li Yong Inventor before: Fang Qinhan Inventor before: Zhu Hongping Inventor before: Peng Yuefei Inventor before: Guo Shuai Inventor before: Liu Nianqin |
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COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: LI YONG FANG QINHAN ZHU HONGPING PENG YUEFEI GUO SHUAI LIU NIANQIN TO: LI YONG CHEN YIYAN CHA XIAOXIONG DU HONGBIAO ZHANG JIANDONG LONG PEIHENG |
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C14 | Grant of patent or utility model | ||
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Application publication date: 20130814 Assignee: Shenzhen Qiaobo Design & Research Institute Co., Ltd. Assignor: Li Yong Contract record no.: 2019440020037 Denomination of invention: Large-span curvilinear steel truss web member PC (polycarbonate) composite bridge and construction method thereof Granted publication date: 20150401 License type: Common License Record date: 20190617 |
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EE01 | Entry into force of recordation of patent licensing contract | ||
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Effective date of registration: 20200927 Address after: 1008, building C, business center, gangzhilong science and Technology Park, No. 6, Qinglong Road, Qinghua community, Longhua street, Longhua District, Shenzhen City, Guangdong Province Patentee after: SHENZHEN QIAOBO DESIGN & RESEARCH INSTITUTE Co.,Ltd. Patentee after: Qiao Bo Technology (Shenzhen) Co.,Ltd. Address before: 518036 Guangdong city of Shenzhen province Futian District Meihua road Duoli Technology Building Room 1003 Patentee before: Li Yong |