高级搜索
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊

整体大面积筏板基础沉降特点及筏板弯矩计算

宫剑飞, 侯光瑜, 周圣斌, 郑文华

宫剑飞, 侯光瑜, 周圣斌, 郑文华. 整体大面积筏板基础沉降特点及筏板弯矩计算[J]. 岩土工程学报, 2014, 36(9): 1631-1639. DOI: 10.11779/CJGE201409009
引用本文: 宫剑飞, 侯光瑜, 周圣斌, 郑文华. 整体大面积筏板基础沉降特点及筏板弯矩计算[J]. 岩土工程学报, 2014, 36(9): 1631-1639. DOI: 10.11779/CJGE201409009
shu
GONG Jian-fei, HOU Guang-yu, ZHOU Sheng-bin, ZHENG Wen-hua. Settlement characteristics and calculation of bending moment for large-area thick raft foundation under tall buildings[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1631-1639. DOI: 10.11779/CJGE201409009
Citation: GONG Jian-fei, HOU Guang-yu, ZHOU Sheng-bin, ZHENG Wen-hua. Settlement characteristics and calculation of bending moment for large-area thick raft foundation under tall buildings[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(9): 1631-1639. DOI: 10.11779/CJGE201409009
shu

整体大面积筏板基础沉降特点及筏板弯矩计算  English Version

  • 1. 中国建筑科学研究院,北京 100013;
    2. 建筑安全与环境国家重点实验室,北京 100013;
    3. 住建部防灾研究中心,北京 100013;
    4. 北京市建筑设计研究院有限公司,北京 100045

基金项目: 国家“十二五”科技支撑计划项目（2012BAJ07B01）
详细信息
    作者简介:

    宫剑飞(1970- ),男,辽宁沈阳人,博士,研究员,从事建筑地基基础和地下结构工程的研究。E-mail: gjfcabr@263.net。

  • 中图分类号: TU471

Settlement characteristics and calculation of bending moment for large-area thick raft foundation under tall buildings

  • 1. China Academy of Building Research, Beijing 100013, China;
    2. State Key Laboratory of Building Safety and Environment, Beijing 100013, China;
    3. Disaster Prevention Research Center, Ministry of Housing and Urban-Rural Development, Beijing 100013, China;
    4. Beijing Institute of Architectural Design, Beijing 100045, China

摘要

    摘要
  • 摘要: 在相似地质条件下,与体量相似、荷载大小相近的常规基础形式的高层建筑相比,大底盘高层建筑平均沉降量大幅减少;竣工后的后期沉降占总沉降量比例小,一般不超过20%;沉降稳定时间短,通常竣工后1年左右沉降即达到稳定。当高层建筑挠曲值不超过0.2‰,且筏板的抗裂度大于或等于2时,高层下筏板可仅考虑局部弯矩作用,整体弯矩可通过构造措施处理;高层建筑挠曲值超过0.2‰,或筏板的抗裂度小于2时,筏板须考虑整体弯矩作用。
    Abstract: Under similar geological conditions, the settlement of integrated tall building with large area raft is more greatly reduced than that of single tall building with similar size and loading. Compared to that of the single tall building at later period after completion, the settlement of the integrated tall building is smaller, generally less than 20% of the total amount. The settlement of the integrated tall building usually becomes stable about one year after its completion. When the integral flexure of plate-raft foundation is no more than 0.02% and the crack resistance of raft foundation is no less than 2, only the local bending moment should be taken into consideration in the design of plate-raft foundation, and the integral bending moment is ensured through structural measures. When the integral flexure of plate-raft foundation is more than 0.02% or the crack resistance of raft foundation is less than 2, the effects of the local and integral bending moments should be considered.
    • HTML全文
    • 参考文献(16)
  • [1] 侯光瑜, 陈彬磊, 沈滨, 等. 双塔裙房一体大底盘变厚度筏形基础的变形特征[J]. 建筑结构, 2009, 39(12): 144-147. (HOU Guang-yu, CHEN Bin-lei, SHEN Bin, et al. Deformation behavior of large plinth of raft foundation with variable thickness under twin towers with podium in parallel[J]. Building Structure, 2009, 39(12): 144-147. (in Chinese))
    [2] 袁 勋. 高层建筑局部竖向荷载作用下大底盘框架厚筏变形特征及基底反力研究[D]. 北京: 中国建筑科学研究院, 1996. (YUAN Xun. Study for deformation and contact pressure of frame structure with large thick raft plinth under partial vertical load of tall building[D]. Beijing: China Academy of Building Research, 1996. (in Chinese))
    [3] 宫剑飞. 多塔楼荷载作用下大底盘框筏基础反力及沉降计算[D]. 北京: 中国建筑科学研究院, 1999. (GONG Jian-fei. Calculation on deformation and contact pressure of frame structure with thick raft plinth under tall buildings[D]. Beijing: China Academy of Building Research, 1999. (in Chinese))
    [4] GB50007—2011 建筑地基基础设计规范[S]. 北京: 中国建筑工业出版社, 2011. (GB50007—2011 Code for design of building foundation[S]. Beijing: China Architecture and Building Press, 2011. (in Chinese))
    [5] 张国霞. 箱形基础, 基础工程学[M]. 北京: 中国建筑工业出版社, 1990. (ZHANG Guo-xia. Box foundations, foundation engineering[M]. Beijing: China Architecture and Building Press, 1990. (in Chinese))
    [6] 马 兰, 袁霭芸, 郝春英. 北京城乡贸易中心岩土工程实录[C]// 第二届全国岩土工程实录交流会岩土工程实录集. 北京, 1990. (MA Lan, GE Ai-yun, HAO Chun-ying. Geotechnical engineering on Beijing urban and rural trade center[C]// Geotechnical Engineering Collection of Papers on the Second Session of the National Geotechnical Engineering Record Exchange. Beijing, 1990. (in Chinese))
    [7] 黄熙龄. 高层建筑厚筏反力及变形特征试验研究[J]. 岩土工程学报, 2002, 24(2): 131-136. (HUANG Xi-ling. Experimental study on contact pressure and deformation of thick raft foundation under tall buildings[J]. Chinese Journal of Geotechnical Engineering, 2002, 24(2): 131-136. (in Chinese))
    [8] 邸道怀. 圆形框筒高层结构大底盘框筏基础反力及变形特征研究[D]. 北京: 中国建筑科学研究院, 2004. (DI Dao-huai. Study on deformation and contact pressure of frame structure with thick raft foundation under circular tall building[D]. Beijing: China Academy of Building Research, 2004. (in Chinese))
    [9] 朱红波. L形高层建筑下大底盘框架厚筏基础反力及变形特征研究[D]. 北京: 中国建筑科学研究院, 2007. (ZHU Hong-bo. Study on deformation and contact pressure of frame structure with thick raft foundation under L-shape tall building[D]. Beijing: China Academy of Building Research, 2007. (in Chinese))
    [10] 周圣斌. 圆形（框筒）和方形荷载作用下大底盘框架厚筏基础反力及变形特征研究[D]. 北京: 中国建筑科学研究院, 2008. (ZHOU Sheng-bin. Study on deformation and contact pressure of large-area frame-thick raft foundation under vertical load of circular frame-corewall and square-shape tall buildings[D]. Beijing: China Academy of Building Research, 2008. (in Chinese))
    [11] 刘朋辉. 复杂高层建筑厚筏基础反力及变形试验研究[D]. 北京: 中国建筑科学研究院, 2013. (LIU Peng-hui. Experimental study on calculation on contact pressure and deformation of thick raft foundation under complex high-rise buildings[D]. Beijing: China Academy of Building Research, 2013. (in Chinese))
    [12] JGJ6—2011 高层建筑筏形与箱形基础技术规范[S]. 北京: 中国建筑工业出版社, 2011. (JGJ6—2011 Technical code for tall building raft foundations and box foundations[S]. Beijing: China Architecture and Building Press, 2011. (in Chinese))
    [13] 宫剑飞, 朱红波, 石金龙, 等. 多塔楼下整体大面积筏板基础设计及反力测试分析[J]. 岩土力学, 2011, 32(增刊2): 366-371. (GONG Jian-fei, ZHU Hong-bo, SHI Jin-long, et al. Design and in-situ testing analysis of contact pressure for large-area thick raft foundation under multi-tall buildings[J]. Rock and Soil Mechanics, 2012, 32(S2): 366-371. (in Chinese))
    [14] 宫剑飞, 石金龙, 朱红波, 等. 高层建筑下大面积整体筏板基础沉降原位测试分析[J]. 岩土工程学报, 2012, 34(6): 1088-1093. (GONG Jian-fei, SHI Jin-long, ZHU Hong-bo, et al. In-situ tests on Settlement of large-area thick raft foundation under tall buildings[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(6): 1088-1093. (in Chinese))
    [15] FOCHT J, JOHN A, KHAN, FAZLUR R. Performance of the one shall plaza deep mat foundation[J]. Journal of the Geotechnical Engineering Division, 1978, 104(5): 593-608.
    [16] 马志浩. 北京LG大厦沉降观测成果[R]. 北京: 北京中兵勘察设计研究院, 2003. (MA Zhi-hao. Settlement observation results of LG building in Beijing[R]. Beijing: China Ordnance Industry and Geotechnical Institute, 2003. (in Chinese))
    • 相关文章
    • 施引文献
    • 资源附件(0)
计量
  • 文章访问数:  431
  • HTML全文浏览量:  9
  • PDF下载量:  884
  • 被引次数: 0
出版历程
  • 收稿日期:  2013-11-28
  • 发布日期:  2014-09-21

目录

摘要
HTML全文
    参考文献(16)
    相关文章
    施引文献
    资源附件(0)

    /

    返回文章
    返回
    版权所有 © 2010水利部交通部国家能源局南京水利科学研究院 苏ICP备05007122号-11公安联网备案号：32010602011255
    编辑部地址：南京市虎踞关34号《岩土工程学报》编辑部邮编：210024电话：025-85829534，85829556E-mail: ge@nhri.cn