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超长大体积钢筋混凝土结构无缝施工技术
引用本文:孔德水,李学金.超长大体积钢筋混凝土结构无缝施工技术[J].国防交通工程与技术,2006,4(2):42-44.
作者姓名:孔德水  李学金
作者单位:中铁十四局集团第三工程有限公司,山东,兖州,272000;石家庄铁道学院学生处,河北,石家庄,050043
摘    要:结合首都机场滑行道底板施工,分析了超长大体积钢筋混凝土结构裂缝产生原因,介绍采用补偿收缩混凝土和设置膨胀加强带的措施来保证施工质量,并介绍了相关施工注意事项。

关 键 词:超长大体积钢筋混凝土结构  膨胀加强带  补偿收缩混凝土  无缝施工
文章编号:1672-3953(2006)02-0042-03
收稿时间:2005-11-30
修稿时间:2005年11月30

Seamless Construction Techniques for Super-long, large-sized Reinforced Concrete Structures
KONG De-shui,LI Xue-jin.Seamless Construction Techniques for Super-long, large-sized Reinforced Concrete Structures[J].Traffic Engineering and Technology for National Defence,2006,4(2):42-44.
Authors:KONG De-shui  LI Xue-jin
Institution:1. The Third Engineering Co. Ltd. of the 14th Bureau Group of the Railway Building Corporation of China, Yanzhou 272000, China;2. The Student Department of the Shijiazhuang Railway Institute, Shijiazhuang 050043, China
Abstract:With the bottom slab project of the taxi track of the Capital Airport as a practical example, the paper analyzes the causes that lead to the cracking of super-long, large-sized reinforced concrete structures, with stress placed on the improving measures such as the make-up contracting concrete, the provision of the reinforced expansion bands, etc. to ensure construction quality. It also outlines some corresponding points worth our attention during construction.
Keywords:super-long  large-sized reinforced concrete structure  reinforced expansion band  contracting concrette  seamless construction technique
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