(山东省建筑设计研究院, 济南 250001 )

[摘要] 京沪高铁济南市西客站片区场站一体化工程包括南、北综合体及城市地下广场，其中南综合体设2层地下室；本工程地质情况比较复杂，水位较高，商业裙房采用桩基承台加防水板的基础形式，结合工程实际情况，采用JCCAD及SAP2000软件计算分析，介绍了本工程的桩基承台加防水板的设计。

[关键词] 桩基承台加防水板；抗浮水位；桩刚度；配筋计算

中图分类号：TU473      文献标识码：A     文章编号：      

The basis design of a high-level synthesis

                                          Zhang Jihe

               (Shandong Provincial Architectural Design Institute, Jinan 250001, China)

Abstract: The Beijing-Shanghai high-speed railway operations integration project including the area south of Jinan west railway station, north complex and urban underground square, the south complex sets 2 layer of the basement. The engineering geological conditions are complex, water level is higher, the commercial podium adopts pile foundation caps with waterproof board, combined with the basis of combination with the engineering actual situation, the design of pile foundation caps with waterproof board was introduced by using JCCAD and SAP2000 software.

Keywords: pile foundation caps with waterproof board； anti-uplift water level；pile stiffness；reinforcement computation

                               参考文献

[1] 济南勘察测绘研究院.济南西客站市政配套工程岩土工程勘察报告[R].2010.

[2] JGJ 94—2008 建筑桩基技术规范[S].北京：中国建筑工业出版社，2008.

[3] 桩基础和筏板基础设计软件JCCAD(2010版)用户手册及技术条件[M].北京：中国建筑科学研究院,2011.