建筑技术开发2024,Vol.51Issue(1) :111-114.

桥梁工程大跨双塔钢混组合梁施工控制技术研究

RESEARCH ON CONSTRUCTION CONTROL TECHNOLOGY OF STEEL-CONCRETE COMPOSITE BEAMS FOR LONG SPAN TWIN TOWERS IN BRIDGE ENGINEERING

陈思艳
建筑技术开发2024,Vol.51Issue(1) :111-114.

桥梁工程大跨双塔钢混组合梁施工控制技术研究

RESEARCH ON CONSTRUCTION CONTROL TECHNOLOGY OF STEEL-CONCRETE COMPOSITE BEAMS FOR LONG SPAN TWIN TOWERS IN BRIDGE ENGINEERING

陈思艳1
扫码查看

作者信息

  • 1. 昭通市公路测设队,云南昭通 657000
  • 折叠

摘要

以某地区的大跨度桥梁工程双塔钢混组合梁结构为例,结合该工程实际情况分析该工程的施工控制难点,并确定施工控制原则后,进行主塔线形控制、主梁应力控制、斜拉索索力控制、钢箱梁合龙控制.对控制效果进行测试后得出:梁顶高程最大控制误差为15.6 mm,斜拉索的索力控制偏差结果均在5%以内,满足桥梁工程的施工标准规范.

Abstract

Taking the double-tower steel-concrete composite beam structure of a long-span bridge project in a certain area as an example,combining with the actual situation of the project,the construction control difficulties of the project are analyzed,and the construction control principles are determined,and the linear control of the main tower,the stress control of the main beam,the cable force control,and the closing control of the steel box beam are carried out.After testing the control effect,it is concluded that the maximum control error of beam top elevation is 15.6 mm,and the control deviation of cable force is less than 5%,which meets the construction standard of bridge engineering.

关键词

桥梁工程/大跨双塔/钢混组合梁/线形控制/应力控制

Key words

bridge engineering/large span twin towers/steel-concrete composite beam/linear control/stress control

引用本文复制引用

出版年

2024
建筑技术开发
北京市建筑工程研究院

建筑技术开发

影响因子:0.351
ISSN:1001-523X
参考文献量3
段落导航相关论文