辽宁工程技术大学学报（自然科学版）2023，Vol.42Issue(5)：548-554,7.DOI:10.11956/j.issn.1008-0562.2023.05.005
新型悬浮施工栈桥的力学性能
Mechanical properties of new suspension construction bridge
摘要
Abstract
In order to verify the engineering feasibility of the proposed suspension construction convenient bridge concept,the mechanical properties of the standard segment of the suspension construction convenient bridge were studied.Through the design research and model experiment on a standard segment of suspension construction bridge,the size and distribution position of external load were controlled,and the vertical displacement of the structure under different working conditions,the deformation characteristics of the buoy and the stress distribution of the anchor cable system were studied.The research results show that the segment model does not have large structural deformation under different loading conditions,and there is no inclination under eccentric loading.The maximum deformation under central loading is 4.5 mm,and the maximum deformation under eccentric loading is 7.6 mm,which are all less than the deformation value under the maximum allowable stress of the temporary construction trestle.It verifies that the suspension construction bridge has engineering feasibility.关键词
悬浮施工栈桥/竖向位移/浮筒变形/缆索索力Key words
suspension construction bridge/vertical displacement/pontoon deformation/cable force分类
交通工程引用本文复制引用
刘耀东,彭瑶杰,李中流..新型悬浮施工栈桥的力学性能[J].辽宁工程技术大学学报（自然科学版）,2023,42(5):548-554,7.基金项目
国家自然科学基金项目(51808203) （51808203）
湖北省教育厅研究生教学改革研究项目(2021026) （2021026）
