摘要
文章以京沪高铁南京南站北广场工程为例,针对传统后浇带施工中存在的一系列问题,对膨胀加强带代替后浇带的基本原理及施工工艺作了论述,阐明超长混凝土结构采用膨胀加强带是一项有效加快工程进度和降低施工成本的技术措施。
Based on the project from north square, Nanjing south railway station, Beijing-Shanghai high-speed rail line, and according to a series of problems of traditional back strip in the construction, discuss the basic principle and construction technology used by expansion reinforcing strip instead of back strip, illustrate that it is technical measures to speed up the construction progress and reduce the construction cost used by expansion reinforcing strip.
出处
《泰州职业技术学院学报》
2012年第6期98-101,共4页
Journal of Taizhou Polytechnic College
关键词
混凝土裂缝
后浇带
膨胀加强带
施工工艺
concrete cracks
back strip
expansion reinforcing strip
construction technology