首页 | 本学科首页   官方微博 | 高级检索  
     

高空大跨度钢结构连廊吊装施工技术
引用本文:唐际宇,黄天赐,张勋胜,黄贵.高空大跨度钢结构连廊吊装施工技术[J].建筑技术,2010,41(2):106-109.
作者姓名:唐际宇  黄天赐  张勋胜  黄贵
作者单位:中国建筑第八工程局广西公司,530028,南宁
摘    要:在整体提升或高空平台散拼无法实现高空大跨度钢结构连廊施工的情况下,在安装部位上空安装自制扒杆,采用立面桁架分榀吊装、高空连接横向主次梁的方法解决施工现场狭窄的难题,加快了施工进度,降低了工程造价。

关 键 词:钢连廊  大跨度  桁架  扒杆  吊装

LIFTING CONSTRUCTION TECHNIQUE OF HIGH-LEVEL LARGE-SPAN STEEL STRUCTURE CONNECTED WITH GALLERY
TANG Ji-yu,HUANG Tian-ci,ZHANG Xun-sheng,HUANG Gui.LIFTING CONSTRUCTION TECHNIQUE OF HIGH-LEVEL LARGE-SPAN STEEL STRUCTURE CONNECTED WITH GALLERY[J].Architecture Technology,2010,41(2):106-109.
Authors:TANG Ji-yu  HUANG Tian-ci  ZHANG Xun-sheng  HUANG Gui
Affiliation:China Construction Engineering Eighth Division Guangxi Company/a>;530028/a>;Nanning/a>;China
Abstract:When construction of high-level large-span steel structure connected with gallery can not be realized by whole lifting method or high-level platform assembly method,the method to install a self-made gin pole over the installation position,to lift the facade truss in pieces and to connect the transverse main and junior beams at high level may overcome the problem caused by the narrow construction site,construction schedule is quickened and engineering coat is reduced.
Keywords:steel connected gallery  large span  truss  gin pole  lifting  
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号