钢连桥拼装技术的现场应用研究  

FIELD APPLICATION OF COMBINATION OF PLATE-BUCKLE OUTER FRAME AND STANDARD METAL MESH

作　　者：黎春宏 张后利 罗程 韩景扬 Li Chun-hong;Zhang Hou-li;Luo Cheng;Han Jing-yang

机构地区：[1]中建二局第三建筑工程有限公司,北京100070

出　　处：《建筑技术开发》2023年第10期101-103,共3页Building Technology Development

摘　　要：本研究中共有2座钢连桥,跨度43.1m,材料构件由加工厂采取分段制作,现场分段拼装、配合支撑胎架高空安装,故对现场拼接精度要求较高。本研究主要阐述钢连桥拼装过程中的技术难点,并协调好各专业之间的配合,以期为同类工程提供借鉴经验。There are two steel bridges in the project,with a span of 43.1 m.The materials and components are fabricated in sections by the processing plant.They are assembled in sections on site and installed at high altitude with the support jig frame,which has high precision for on-site splicing.This study mainly expounds the technical difficulties in the assembly process of steel bridge,and coordinates the cooperation between various disciplines,so as to provide reference experience for similar projects.

关 键 词：钢连桥 分段制作 高空安装 

分 类 号：TU74[建筑科学—建筑技术科学]