首页 | 本学科首页   官方微博 | 高级检索  
     检索      

某超高层建筑围护桩优化设计
引用本文:杨春,宋珪,黄志强.某超高层建筑围护桩优化设计[J].探矿工程,2011,38(6):36-39.
作者姓名:杨春  宋珪  黄志强
作者单位:[1]江西省地质工程(集团)公司,江西南昌330029 [2]中国地质大学,湖北武汉430074
摘    要:结合苏州某超高层建筑围护结构设计的工程实例,对围护桩配筋进行优化,并对沿周边非均匀配筋和均匀配筋进行强度、刚度和经济比较,同时对围护桩不同长度下基坑受力变形特征进行了研究。结果表明:围护桩采用不均匀配筋及长短交错布置,在受力性能上变化不大,但是能够降低工程造价,缩短工期,获得最佳的经济效益和社会效益。

关 键 词:超高层建筑  围护桩  优化设计  配筋  桩长
收稿时间:2011/3/18 0:00:00
修稿时间:2011/5/20 0:00:00

Optimization Design of Retaining Pile for a Super High-rise Building
YANG Chun,SONG Gui and HUANG Zhi-qiang.Optimization Design of Retaining Pile for a Super High-rise Building[J].Exploration Engineering(Drilling & Tunneling),2011,38(6):36-39.
Authors:YANG Chun  SONG Gui and HUANG Zhi-qiang
Institution:1.Jiangxi Geo-engineering 〈Group〉 Corporation,Nanchang Jiangxi 330029,China;2.China University of Geosciences,Wuhan Hubei 430074,China)
Abstract:Combined with the engineering case of the retaining structure design of a super high-rise building in Suzhou,the reinforcement steel was optimized;comparison was made on the strength,stiffness and economic of surrounding non-uniform reinforcement and uniform reinforcement;and study was made on the stress deformation characteristics of foundation pit under the condition of retaining piles with different length.The results show that there is little change in mechanical behavior when non-uniform reinforcement steel and retaining pile with different length are adopted,but low project cost,short construction period and the best economic and social benefits can be achieved.
Keywords:super high-rise building  retaining pile  optimization design  reinforcement steel  pile length
本文献已被 维普 等数据库收录!
点击此处可从《探矿工程》浏览原始摘要信息
点击此处可从《探矿工程》下载免费的PDF全文
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