CN105839551A - 混凝土t型梁的无粘结预应力与钢混组合加固设计方法 - Google Patents
混凝土t型梁的无粘结预应力与钢混组合加固设计方法 Download PDFInfo
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- CN105839551A CN105839551A CN201610378785.5A CN201610378785A CN105839551A CN 105839551 A CN105839551 A CN 105839551A CN 201610378785 A CN201610378785 A CN 201610378785A CN 105839551 A CN105839551 A CN 105839551A
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D22/00—Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
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Abstract
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CN201610378785.5A CN105839551B (zh) | 2016-05-31 | 2016-05-31 | 混凝土t型梁的无粘结预应力与钢混组合加固设计方法 |
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CN201610378785.5A CN105839551B (zh) | 2016-05-31 | 2016-05-31 | 混凝土t型梁的无粘结预应力与钢混组合加固设计方法 |
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CN105839551A true CN105839551A (zh) | 2016-08-10 |
CN105839551B CN105839551B (zh) | 2018-06-26 |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110670634A (zh) * | 2019-08-19 | 2020-01-10 | 清华大学 | 一种计算隔舱式双钢板-混凝土组合结构的抗弯承载力的方法 |
CN110717211A (zh) * | 2019-09-20 | 2020-01-21 | 河海大学 | 地下连续墙钢筋搭接接头处抗弯能力计算方法 |
CN111413056A (zh) * | 2020-03-31 | 2020-07-14 | 广西壮族自治区玉林公路发展中心 | 少应变传感器的简支梁结构中性轴定位方法 |
CN116738753A (zh) * | 2023-07-04 | 2023-09-12 | 四川省建筑科学研究院有限公司 | 圆形截面偏心受压构件增大截面加固的承载力计算方法 |
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KR20000055053A (ko) * | 1999-02-03 | 2000-09-05 | 방명석 | 주형의 박스화에 의한 피씨 빔 교량의 보강 방법 및 그에 의한 보강 구조를 구비한 피씨 빔 교량 |
US7018138B2 (en) * | 2001-08-07 | 2006-03-28 | Suk-Dong Bae | Pier-repairing and reinforcing panel and method of repairing and reinforcing piers using such panels |
JP2012026230A (ja) * | 2010-07-27 | 2012-02-09 | Kawasaki Heavy Ind Ltd | 鉄道橋合成構造および合成化工法 |
CN102561213A (zh) * | 2012-02-15 | 2012-07-11 | 中南大学 | 一种结构负弯矩区的钢板-混凝土组合结构加固方法 |
CN103382704A (zh) * | 2013-06-25 | 2013-11-06 | 西安公路研究院 | 箱梁或t梁的无粘结预应力与钢板-混凝土组合加固构造 |
CN104947603A (zh) * | 2015-04-30 | 2015-09-30 | 西安科技大学 | 一种钢筋混凝土梁桥主梁加固构造及加固方法 |
CN105178203A (zh) * | 2015-09-02 | 2015-12-23 | 东北林业大学 | 一种利用聚氨酯水泥复合材料与钢筋网加固桥梁构件的方法 |
-
2016
- 2016-05-31 CN CN201610378785.5A patent/CN105839551B/zh active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
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KR20000055053A (ko) * | 1999-02-03 | 2000-09-05 | 방명석 | 주형의 박스화에 의한 피씨 빔 교량의 보강 방법 및 그에 의한 보강 구조를 구비한 피씨 빔 교량 |
US7018138B2 (en) * | 2001-08-07 | 2006-03-28 | Suk-Dong Bae | Pier-repairing and reinforcing panel and method of repairing and reinforcing piers using such panels |
JP2012026230A (ja) * | 2010-07-27 | 2012-02-09 | Kawasaki Heavy Ind Ltd | 鉄道橋合成構造および合成化工法 |
CN102561213A (zh) * | 2012-02-15 | 2012-07-11 | 中南大学 | 一种结构负弯矩区的钢板-混凝土组合结构加固方法 |
CN103382704A (zh) * | 2013-06-25 | 2013-11-06 | 西安公路研究院 | 箱梁或t梁的无粘结预应力与钢板-混凝土组合加固构造 |
CN104947603A (zh) * | 2015-04-30 | 2015-09-30 | 西安科技大学 | 一种钢筋混凝土梁桥主梁加固构造及加固方法 |
CN105178203A (zh) * | 2015-09-02 | 2015-12-23 | 东北林业大学 | 一种利用聚氨酯水泥复合材料与钢筋网加固桥梁构件的方法 |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110670634A (zh) * | 2019-08-19 | 2020-01-10 | 清华大学 | 一种计算隔舱式双钢板-混凝土组合结构的抗弯承载力的方法 |
CN110717211A (zh) * | 2019-09-20 | 2020-01-21 | 河海大学 | 地下连续墙钢筋搭接接头处抗弯能力计算方法 |
CN110717211B (zh) * | 2019-09-20 | 2021-05-11 | 河海大学 | 地下连续墙钢筋搭接接头处抗弯能力计算方法 |
CN111413056A (zh) * | 2020-03-31 | 2020-07-14 | 广西壮族自治区玉林公路发展中心 | 少应变传感器的简支梁结构中性轴定位方法 |
CN111413056B (zh) * | 2020-03-31 | 2022-01-14 | 广西壮族自治区玉林公路发展中心 | 少应变传感器的简支梁结构中性轴定位方法 |
CN116738753A (zh) * | 2023-07-04 | 2023-09-12 | 四川省建筑科学研究院有限公司 | 圆形截面偏心受压构件增大截面加固的承载力计算方法 |
CN116738753B (zh) * | 2023-07-04 | 2024-03-01 | 四川省建筑科学研究院有限公司 | 圆形截面偏心受压构件增大截面加固的承载力计算方法 |
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Inventor after: Ke Liangliang Inventor after: Zhao Ting Inventor after: Yuan Zhuoya Inventor after: Xu Bing Inventor after: Gao Xianglong Inventor after: Miao Jianbao Inventor after: Shi Xiongwei Inventor after: Feng Wei Inventor after: Lei Dan Inventor after: Ma Yuquan Inventor before: Ke Liangliang Inventor before: Wang Zimao Inventor before: Xu Bing Inventor before: Yuan Zhuoya Inventor before: Gao Xianglong Inventor before: Miao Jianbao Inventor before: Shi Xiongwei Inventor before: Feng Wei Inventor before: Lei Dan |
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Effective date of registration: 20180327 Address after: 710065 Shaanxi high tech Zone, Xi'an hi tech Road, No. six, No. 60 Applicant after: XI'AN HIGHWAY INSTITUTE Applicant after: Ke Liangliang Address before: 710065 Shaanxi high tech Zone, Xi'an hi tech Road, No. six, No. 60 Applicant before: XI'AN HIGHWAY INSTITUTE |
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CP03 | Change of name, title or address | ||
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Address after: 710075 No. 60, Gaoxin Sixth Road, high tech Zone, Xi'an, Shaanxi Patentee after: Xi'an Highway Research Institute Co.,Ltd. Patentee after: Ke Liangliang Address before: 710065 No.60, Gaoxin 6th Road, high tech Zone, Xi'an City, Shaanxi Province Patentee before: XI'AN HIGHWAY INSTITUTE Patentee before: Ke Liangliang |
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Effective date of registration: 20211215 Address after: 710075 No. 60, Gaoxin Sixth Road, high tech Zone, Xi'an, Shaanxi Patentee after: Xi'an Highway Research Institute Co.,Ltd. Address before: 710075 No. 60, Gaoxin Sixth Road, high tech Zone, Xi'an, Shaanxi Patentee before: Xi'an Highway Research Institute Co.,Ltd. Patentee before: Ke Liangliang |