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（華東建筑設(shè)計(jì)研究院有限公司，上海 200002）
［摘要］闡述了某地下室混凝土筏板基礎(chǔ)在考慮周邊地下連續(xù)墻和基礎(chǔ)板內(nèi)施工立柱樁等實(shí)際邊界條件下，分別采用不同的單元和連接節(jié)點(diǎn)進(jìn)行模擬所做的整體建模計(jì)算與設(shè)計(jì)過(guò)程。通過(guò)分析施工和使用階段可能出現(xiàn)的幾種工況下產(chǎn)生的變形和內(nèi)力，得出最大內(nèi)力與變形分別出現(xiàn)在基礎(chǔ)板與地下連續(xù)墻連接附近和基礎(chǔ)整板跨中某一區(qū)域的結(jié)論。
［關(guān)鍵詞］筏板基礎(chǔ)；地下連續(xù)墻；邊界條件
Raft foundation design of Huashan hospital sickroom building
Chang Junwen，Gu Chong，Wu Xingchang(East China Architectural Design ＆ Research Institute Co., Ltd., Shanghai 200002, China)
Abstract:It displays a basement of the concrete raft foundation simulate modeling calculation and designing process by adopting different elements and joints, which considers actual boundary conditions，that is the surrounding underground continuous wall and the pile of the foundation slab. Through the analysis on distortion and internal force in the condition of construction during the period of construction and future use, it is concluded that the maximum internal force and distortion locate in the surrounding underground continuous wall and some area of foundation plate′s span centre.
Keywords:raft foundation; underground continuous wall; boundary condition 
作者簡(jiǎn)介：暢君文，教授級(jí)高級(jí)工程師，一級(jí)注冊(cè)結(jié)構(gòu)工程師，Email：CHJW168@yahoo.com.cn。
參考文獻(xiàn)
［1］上海市工程建設(shè)規(guī)范. DGJ08—11—1999地基基礎(chǔ)設(shè)計(jì)規(guī)范［S］． 1999.
［2］GB50007—2002建筑地基基礎(chǔ)設(shè)計(jì)規(guī)范［S］．北京: 中國(guó)建筑工業(yè)出版社，2002.
［3］JGJ6—99高層建筑箱形與筏形基礎(chǔ)技術(shù)規(guī)范［S］．北京:中國(guó)建筑工業(yè)出版社，1999.