【作者】 陈耀； 杜健民； 焦瑞敏； 张延； 郑靖靖；

【Author】 Chen Yao,Du Jianmin,Jiao Ruimin,Zhang Yan,Zheng Jingjing(School of Mechanics and Civil Engineering,China University of Mining and Technology,Xuzhou 221116,China)

【机构】 中国矿业大学力学与建筑工程学院；

【摘要】 针对漯河市某医院家庭式病房楼的平移工程,根据其地质条件及建筑结构形式,采用了先横向再纵向的移动方案,单梁、双梁穿筋联合托换体系,对其力学模型和破坏机理进行了分析,提出了托换体系的两种破坏形式,根据分析结果对托换体系的截面及其配筋进行了设计。并通过对基础、反力体系、滚轴及到位后连接的设计,保证了平移工程的顺利实施。更多还原

【Abstract】 For the translation project of the hospital family ward in Luohe city,according to the engineering geological conditions and architectural structures,the vertical and horizontal mobile solutions,single and double beam wear reinforcement joint underpinning system were adopted.The system’s mechanical model and failure mechanism were analyzed,and two kinds of destruction modes of the underpinning system were proposed.The section and reinforcement of the underpinning system was designed according to the analysis results.Through the designs of foundation,force system,roller and mated connection,the translation project was ensured to make a smooth implementation.更多还原