首页 | 官方网站   微博 | 高级检索  
     

绍兴柯桥万达广场商业区基础设计
引用本文:陆海军. 绍兴柯桥万达广场商业区基础设计[J]. 建筑结构, 2012, 0(1): 108-111,96
作者姓名:陆海军
作者单位:华汇工程设计集团有限公司
摘    要:结合绍兴柯桥万达广场地质情况及荷载特点,对桩型、桩径及地下室防水底板形式等进行了综合考虑及多方案的比较选择,最终选择了钻孔灌注桩桩基承台与无梁防水底板相结合的基础形式。无梁防水底板用有限元软件SLABCAD进行倒楼盖建模计算时,楼面荷载不仅需注意荷载分项系数的准确选取,而且需注意底板自重量的扣除次数。对兼做无梁防水底板柱帽的典型承台计算方法也做了详细介绍。

关 键 词:抗拔桩  无梁防水底板  基础

Design on the foundation of Shaoxing Keqiao Wanda Plaza
Lu Haijun. Design on the foundation of Shaoxing Keqiao Wanda Plaza[J]. Building Structure, 2012, 0(1): 108-111,96
Authors:Lu Haijun
Affiliation:Lu Haijun(Huahui Engineering Design Group Co.,Ltd.,Shaoxing 312000,China)
Abstract:Based on geology condition and load characteristic,the pile type,pile diameter,basement’s water-proof bottom board form and so on were comprehensively considered,comparison and choice on multi-scheme were carried out.The finally choice of the foundation form was the combination of bored pile foundation bearing platform and beamless water-proof bottom board.When the beamless water-proof bottom board is modeling and calculating through reverse floor method with finite element software SLABCAD,factors for attention on the calculation of floor load are not only the accurate selection of load partial coefficients,but also the number of the deduction of the floor weight.Calculation methods of the typical bearing platform acting as pole-cap of the beamless water-proof bottom board have been made a detailed presentation.
Keywords:anti-floating pile  beamless water-proof bottom board  foundation
本文献已被 CNKI 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司    京ICP备09084417号-23

京公网安备 11010802026262号