逆作法施工地下结构节点的连接处理
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(1 同济大学地下建筑与工程系,上海 200092; 2 厦门市市政工程设计院有限公司, 厦门 361004;3 南京德基房产开发有限公司,南京 210000)[摘要]详细介绍了目前在逆作法施工中得到广泛应用的地下连续墙墙段之间、地下连续墙与梁板之间以及中间支承柱与梁之间节点连接的处理,并对其施工工艺的优缺点以及各自的适用性进行了对比分析,以期能较好地解决逆作法施工节点连接中存在的问题,并为同类工程的设计施工提供借鉴。[关键词]逆作法;节点连接;地下连续墙;梁板;中间支承柱Disposal of joint connection used in top-down construction technologyZhong Caigen1, Chen Geng1, Cheng Cheng2(1 Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2 Xiamen Municipal Engineering Design Institute Co., Ltd., Xiamen 361004, China; 3 Nanjing Deji Real Estate Development Co., Ltd., Nanjing 210000, China)Abstract:Disposals of joint connection between underground continuous wall segments,underground continuous walls and beam-slabs as well as middle support columns and beams which are widely used in the top-down construction were introduced in detail. The advantages,disadvantages and applicability of the construction technology were compared and analyzed in order to solve the problems of the joint connection in top-down construction and provide reference of design and construction for similar projects.Keywords:top-down construction technology; joint connection; underground continuous wall; beam-slabs; middle support column作者简介:钟才根,副教授,Email:caigenzh@tjpm.com.cn。参考文献[1] 徐至均,赵锡宏.逆作法设计与施工[M].北京:机械工业出版社,2002.[2] 唐兰远.地下连续墙槽段接头形式的探讨[J]. 探矿工程,2004,31(9): 20-22.[3] 李雪平,柳平,陈娇祥. “半逆作法”施工中地下室楼板梁与中间支承柱节点的加腋处理[J].建筑施工,2006,28(10):813-814.[4] 赵琪,谢剑彬,茅振伟. 高层建筑深基础逆作法施工中的节点处理[J].地下空间与工程学报, 2006, 2(4):641-645.[5] 陈寿长. 浅谈逆作法设计与施工关键技术的应用[J]. 山西建筑,2008, 34(17):168-170.[6] 吕耀悦,刘继跃. 逆作法竖向临时支承体系的施工及节点处理的研究[J]. 建筑施工,2007,29(2):132-133.[7] 王小波,王习武. 钢管混凝土结构加强环节点研究现状综述[J].企业科技与发展,2008(10):147-148.