This paper discusses the design method of adopting UEA compensation contraction concrete, without installing expansion joint in the entire cast-in-place framework of a college canteen.
本文论述了某高校食堂全现浇框架结构未设置伸缩缝,而采用UEA补偿收缩混凝土的设计方法。
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Based on the practice, it analyses the performance and limitation of borehole cast-in-place concrete pile, and introduces the methods of quality test: especially the stress reflection method.