某超深永久基坑的止水、降水设计和施工综合技术  

Water sealing and dropping design and comprehensive construction technology of over-deep permanent foundation pit

作　　者：王平 

机构地区：[1]武汉京冶地基基础公司,湖北武汉430080

出　　处：《岩土工程学报》2006年第B11期1699-1701,共3页Chinese Journal of Geotechnical Engineering

基　　金：上海科学技术委员会资助课题(04dz12001)

摘　　要：结合武汉琴台大剧院超深永久基坑的设计和施工的成功经验,提出了超深永久基坑的概念,全面阐述了在两边临水和复杂地质情况下的超深永久基坑止水、降水设计和施工综合技术,并针对实际情况提出了信息化设计的理念及相关综合技术措施。The common support for deep foundation pits belongs to the temporary support structures, namely when the basement is completed and the earthwork is filled back, the support for the deep foundation pits will be removed. As to the common civil buildings or the municipal buildings, when the underground continuous walls are used as the external structural walls as well as the support of the foundation pits, in common sense, the floorslab will be used as the support of the continuous walls, namely during the period of adopting the external walls of the basement, the calculative span or height is similar to the one of the proper working condition of the deep foundation pits. Besides the above-mentioned cases, the case that the great difference in the calculative span or height exists between the use stage of the foundation pits and the excavation stage, such as the main platform where the lifting stage is located. Therefore, the concept of over-deep permanent foundation pits was put forward.

关 键 词：超深永久基坑 降水 止水 信息化设计 

分 类 号：TU463[建筑科学—结构工程]