安庆师范学院学报（自然科学版）Issue(1)：46-49,4.DOI:10.13757/j.cnki.cn34-1150/n.2015.01.013
混合梁斜拉桥索塔与下横梁异步施工控制分析
Stress Analysis of Asynchronous Construction of Pylon and Bottom End Rail of Hybrid Girder Cable-stayed Bridge
摘要
Abstract
A bridge is used with the diamond type concrete pylon, and its total height is 177.91 m.In the intersection position of the Middle-Pylon and the Down-Pylon is the bottom end rail.The construction method of the pylon and bottom end rail are asynchronous constructed, which is we put the middle-pylon into the second construction segment, and then go on the bottom end rail.During the peri-od, pylon will appear cantilever state, so the weak section prone to tensile stress;it is to be avoided in the bridge construction.The pur-pose of this paper is to simulate asynchronous process, to analyze the influence to the tower, and to give the corresponding construction measures.关键词
混合梁斜拉桥/索塔/异步施工/主动支撑/施工阶段Key words
hybrid girder cable-stayed bridge/tower/asynchronous construction/active support/construction stage分类
交通工程引用本文复制引用
陈月萍,张建飞,胡强圣..混合梁斜拉桥索塔与下横梁异步施工控制分析[J].安庆师范学院学报（自然科学版）,2015,(1):46-49,4.基金项目
中央财政支持的建筑技术实训基地项目（34113042613）和安徽省教育厅、财政厅支持的省级示范实验实训中心项目（20101474）。 （）
