Research on the Influence of Cracks at End of Railway Simple Supported Box Girder on Mechanical Performance
LI Xuebin1, MA Lin1, WU Guoqi1, YANG Xinyi1, DONG Liang1, CHEN Qiang2, ZHANG Shan3, ZHANG Bo4
1. China Academy of Railway Sciences Corporation Limited,Beijing 100081, China; 2. Haoji Railway Co. Ltd, Beijing 100073, China; 3. China Railway No. 3 Engineering Group Co. Ltd, Taiyuan, Shanxi 030001, China; 4. China Railway 22nd Bureau Group Co. Ltd, Beijing 100043, China
Abstract:Research purposes: During the lifting process of precast box girder, due to the unbalanced force of each lifting point, longitudinal cracks are prone to occur near the lifting hole at beam ends. In order to test static performance of the structure after cracked damage of beam ends, the bending rigidity, crack resistance and torsional rigidity of 32 m simple supported box girder were analyzed through bending and torsional static load tests. Research conclusions: (1) During the lifting process, the box girder was subjected to large impact, resulting in multiple longitudinal cracks at the beam end, but did not cause cracks in the mid - span section of the beam. (2) The actual bending and torsional rigidity of the damaged box girder at the beam end are greater than the design rigidity, and the crack resistance meets requirements in codes. (3) The main reason for the large bending rigidity of beam is that the actual elastic modulus of structure is larger than the design calculation value. (4) The single track load does not control the stress design of the double track box girder section. (5) The cracks near the lifting points do not affect the mechanical performance of the beam. (6) The cracks should be closed to ensure the durability and safety of the structure. (7) The research results can provide guidance for the construction and quality control of railway precast simple supported box girder.
李学斌, 马林, 吴国琦, 杨心怡, 董亮, 陈强, 张山, 张博. 铁路简支箱梁梁端裂缝对受力性能影响研究[J]. 铁道工程学报, 2022, 39(11): 43-49.
LI Xuebin, MA Lin, WU Guoqi, YANG Xinyi, DONG Liang, CHEN Qiang, ZHANG Shan, ZHANG Bo. Research on the Influence of Cracks at End of Railway Simple Supported Box Girder on Mechanical Performance. Journal of Railway Engineering Society, 2022, 39(11): 43-49.
叶阳升,魏峰,胡所亭,等.高速铁路跨度40米预制简支箱梁建造技术研究[J]. 中国铁路,2016(10):5-10.Ye Yangsheng,Wei Feng,Hu Suoting,etc. Research on Construction Technology of 40 m Precast Simple Supported Box Girder for High Speed Railway[J]. China Railway,2016(10):5-10.
[2]
邓运清.客运专线简支箱梁综述[J]. 铁道工程学报,2005(2):65-71.Deng Yunqing. Comprehensive Comments on Simple-supported Box Girder on Passenger Dedicated Line[J]. Journal of Railway Engineering Society,2005(2):65-71.
[3]
牛斌.高速铁路预制后张法预应力混凝土大跨度简支梁技术研究[J]. 铁道建筑,2015(10):31-37.Niu Bin. Research on Precasting of Long-span Simply-supported Post-prestressed Concrete Girder[J]. Railway Engineering,2015(10):31-37.
[4]
胡所亭,牛斌,柯在田,等.高速铁路常用跨度简支箱梁优化研究[J]. 中国铁道科学,2013(1):15-21.Hu Suoting,Niu Bin,Ke Zaitian,etc. Study on the Optimization of Standard Span Length Simply Supported Box Girder for High-speed Railway[J]. China Railway Science,2013(1):15-21.
[5]
卢文良,李晓壮,马学朋.高速铁路 32 m 整孔预制简支箱梁起吊状态裂纹分析[J]. 铁道标准设计,2021(6):56-60.Lu Wenliang,Li Xiaozhuang,Ma Xuepeng. Crack Analysis of 32 m Prefabricated Simply Supported Box Beam during Hoisting Stage[J]. Railway Standard Design,2021(6):56-60.
[6]
孙璐,王文雷,吴国琦,等. 客运专线箱梁端部裂纹成因分析及施工控制[J]. 铁道工程学报,2007(10):44-49.Sun Lu,Wang Wenlei,Wu Guoqi,etc. Analyses of the Causes for Crack on the End Side of Box Girder for Railway Passenger Dedicated Line and Its Construction Control[J]. Journal of Railway Engineering Society,2007(10):44-49.
李学斌,邢明照,杨富民,等.客货共线铁路32 m简支T梁腹板纵向裂缝的影响分析[C]//第二十届全国桥梁学术会议论文集,北京:人民交通出版社,2012:966-973.Li Xuebin,Xing Mingzhao,Yang Fuming,etc. Influence Analysis of Longitudinal Cracks in the Web of 32 m Simple-supported T-beam of Mixed Passenger and Freight Railway[C]//Proceedings of the 20th National Bridge Academic Conference,Beijing: China Communication Press,2012:966-973.