首页 | 本学科首页   官方微博 | 高级检索  
     

昆明新机场航站楼超长混凝土结构施工技术
引用本文:许小金,唐际宇,唐锋,王晓锋. 昆明新机场航站楼超长混凝土结构施工技术[J]. 施工技术, 2010, 39(10)
作者姓名:许小金  唐际宇  唐锋  王晓锋
作者单位:中国建筑第八工程局广西分公司,广西,南宁,530022
基金项目:中国建筑工程总公司科研项目 
摘    要:针对昆明新机场航站楼超长混凝土结构,采取设置后浇带、采用补偿收缩混凝土技术、掺加聚丙烯短纤维、合理设置诱导缝及施加预应力等多方面措施,以解决超长混凝土结构裂缝难题。同时介绍了施工过程中,对混凝土强度、配制、浇筑和养护的要求,并对无黏结预应力筋的设计和施工要点进行总结,最后对整个施工过程进行检验,符合国家相关规范,取得良好效果。

关 键 词:昆明新机场  超长混凝土结构  裂缝  无黏结预应力

Construction Technology of Super-long Concrete Structure in Kunming New Airport Terminal
Xu Xiaojin,Tang Jiyu,Tang Feng,Wang Xiaofeng. Construction Technology of Super-long Concrete Structure in Kunming New Airport Terminal[J]. Construction Technology, 2010, 39(10)
Authors:Xu Xiaojin  Tang Jiyu  Tang Feng  Wang Xiaofeng
Affiliation:Xu Xiaojin,Tang Jiyu,Tang Feng,Wang Xiaofeng(China Construction Eighth Engineering Division Co.,Ltd.,Guangxi Branch Company,Nanning,Guangxi 530022,China)
Abstract:For the super-long concrete structure in Kunming New Airport Terminal,authors applied lots of measures to solve the problem of concrete cracks,such as setting late poured bands and induced joints,using the concrete technology of shrinkage-compensating,adding polypropylene short fiber and appling prestress.In the process of construction,authors introduced the requirements on concrete strength,preparation,pouring and maintenance.At the same time,they summarized the design and construction of unbonded prestres...
Keywords:Kunming New Airport  super-long concrete structure  cracks  unbonded prestress  
本文献已被 CNKI 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