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螺丝岭大桥悬臂施工主梁线型控制研究
引用本文:张观树,陈铭建,张喜德,邓志恒.螺丝岭大桥悬臂施工主梁线型控制研究[J].广西大学学报(自然科学版),2007,32(B09):311-314,317.
作者姓名:张观树  陈铭建  张喜德  邓志恒
作者单位:[1]广西大学土木建筑工程学院.广西南宁530004 [2]广西交通规划勘察设计研究院.广西南宁530011 [3]南宁市房屋产权交易中心,广西南宁530023
摘    要:大跨径预应力混凝土连续刚构桥梁目前常用的施工方法是悬臂浇筑法,为保证大桥的合拢精度以及大桥成桥后的线型符合设计要求,必须对大桥施工各梁段的立模标高进行有效控制.本文以螺丝岭大桥为背景介绍了施工控制中的挠度计算方法及监控实施方法,可为今后同类型桥梁的施工控制提供借鉴.

关 键 词:螺丝岭大桥  连续刚构  线型控制  悬臂浇筑
文章编号:1001-7445(2007)增-0311-04
修稿时间:2007-04-112007-05-09

Research on linear control of the main beam for Luosiling bridge constructed by cast-in-place cantilever method
ZHANG Guan-shu ,CHEN Ming-jian,ZHANG Xide ,DENG Zhi-heng.Research on linear control of the main beam for Luosiling bridge constructed by cast-in-place cantilever method[J].Journal of Guangxi University(Natural Science Edition),2007,32(B09):311-314,317.
Authors:ZHANG Guan-shu  CHEN Ming-jian  ZHANG Xide  DENG Zhi-heng
Institution:1. College of Civil and Architectural Engineering,Guangxi University,Nanning 530004,China; 2. Guangxi Communications Planning, Surveying and Designing Institute ,Nanning 530011 ,China; 3. Nanning Real Estate Trade Center ,Nanning 530022 ,China
Abstract:At present, cast-in -place cantilever method is mainly used to construct the long span prestressed concrete continuous rigid-frame bridges. To make sure the folded precision and the linear of the bridges is accord with the demand of design, measures must be taken to control the forms elevation of each section of the beam effectively during the construction . Deflection calculational methods and the monitoring way of construction control, which can provide the model for the next similar bridges construction control, is introduced in the text in the case of Luosiling bridge.
Keywords:Luosiling bridge  continuous rigid-frame bridge  linear control  cast-in-place cantilever method
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