您现在的位置:建筑结构>> 期 刊>> 2009年>> 第04期>>正文内容
四层框架结构带基础整体平移的设计与施工*
杜健民1,袁迎曙1,刘明1,霍金鹏2,付倩1
摘 要

(1 中国矿业大学建筑工程学院,徐州 221008; 2 孟州市城建移楼有限责任公司,焦作 454750)
[摘要]在4层框架结构公寓楼的整体平移中,采用带条基整体平移的设计方案,通过间隔轴线的施工方法,完成基础下托换的施工。移动中采用滑动整体平移,通过试验研究,型钢滑块下嵌入聚合物板可以有效的减小摩擦系数,现场顶推测试结果与试验结果相符合。同时为了减小新老地基间不均匀沉降的影响,在新位基础采用平板基础并与原条基进行可靠连接。在移动到位后将行走基础与原条形基础底面间的空隙进行二次浇筑完成上部结构与基础的连接。通过以上的设计与施工保证了公寓楼整体平移工程的顺利完成。
[关键词]框架结构;整体平移;条形基础;滑动摩擦;二次浇筑
Translation design and construction of a four-storey frame structure with foundation
Du Jianmin1, Yuan Yingshu1, Liu Ming1, Huo Jinpeng2, Fu Qian1(1 School of Architecture and Civil Eng., China Univ. of Mining & Technology, Xuzhou 221008, China; 2 Mengzhou Building Translation Limited Company, Jiaozuo 454750, China)
Abstract:A monolithic translation with strip foundation was designed to translate a four-storey frame structure. The underpinning of the foundation was accomplished through interval axes construction method, and the movement way of the monolithic translation is slippage. Based on experimental study, it is found that the formed steel gliding block with polymer plate embed can reduce the friction coefficient effectively, the field push test data match the experimental result well. Flat plate foundation was constructed to connect with the old strip foundation in the new location, in order to minish the effect of asymmetry settlement between the fresh and old foundation. The connection of new foundation and the superstructure was achieved by secondary cast to the interspace between the translation foundation and the underside of the strip foundation when the building was translated to the designed place. Via the above design and construction, the translation project of the apartment block was finished successfully.
Keywords:frame structure; monolithic translation; strip foundation; slip friction, secondary cast 
*国家自然科学基金项目(50878207);(50538070);中国矿业大学基金项目(OB080242)。
作者简介:杜健民,副教授,工学博士,Email:djm1975@cumt.edu.cn。
参考文献
[1]杜健民,袁迎曙,向伟,等.七层框架结构办公楼整体平移工程设计[J].建筑结构,2007,37(3): 29-32.
[2]李爱群,卫龙武,吴二军,等.江南大酒店整体平移工程的设计[J].建筑结构,2001,31 (12):3-5.
[3]杜健民,袁迎曙,向伟.框架柱托换体系抗冲剪承载力预计模型研究[J].中国矿业大学学报,2007,36(1):60-64.

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!