摘要
为解决超长结构设置伸缩缝或后浇带给工程施工及按期投入使用带来的诸多负面影响 ,根据某电信楼配套工程中的 90m超长结构采用UEA补偿收缩混凝土而不留后浇带的成功实例 ,介绍了UEA补偿收缩机理 。
In order to avoid the negative effect of the construction of expanded joints or post poured strip in the design of the super length structure,the principle of UEA compensating shrinkage and attentive key points are introduced based on the successful example of Telecommunication House project with super length structure of 90 meter long,which has used UEA to compensate the shrinkage of concrete with no post poured strip.
出处
《华北水利水电学院学报》
2003年第2期17-19,共3页
North China Institute of Water Conservancy and Hydroelectric Power
