古建筑顶升托换钢梁力学行为分析  

MECHANICAL PROPERTIES OF STEEL BOX BIRDERS DURING A JACKING-UP PROJECT OF AN ANCIENT BUILDING

作　　者：陈恒超[1] 王铁成[2,3] 石光[2] 赵海龙[2,3] CHEN Hengchao WANG Tiecheng SHI Guang ZHAO Hailong(Zunyi Vocational and Technical College, Guizhou Zunyi 563000, China School of Civil Engi. , Tianjin Univ. , Tianjin 300072, China Key Laboratory of Coast Civil Structure Safety （Tianjin Univ. ）, Ministry of Education, Tianjin 300072, China)

机构地区：[1]遵义职业技术学院,贵州遵义563000 [2]天津大学建筑工程学院,天津300072 [3]滨海土木工程结构与安全教育部重点实验室(天津大学),天津300072

出　　处：《低温建筑技术》2017年第1期36-37,52,共3页Low Temperature Architecture Technology

摘　　要：对古建筑整体顶升工程托换结构施工中钢箱梁的顶推过程进行研究,重点分析了千斤顶的顶推力,托换钢箱梁的受力和变形特征。结果表明:千斤顶顶推力的理论计算结果与现场实测结果基本一致,有限元分析可以模拟工程实际;千斤顶最大顶推力随着顶推深度的增加而上升;托换钢箱梁在千斤顶顶推工作过程中不会破坏,能够满足强度要求;掏土后钢箱梁上下钢板的变形较小,能够满足刚度要求。The incremental launching process searched in this paper. They base on an integrall of steel box girders in underpinning structure are re- y jacking - up project of an ancient building with the measured data. The key problems are the thrust force of the jacks, the stress and deformation properties of the steel box girders. The result shows： The thrust forces of jacks calculated by the finite element model are generally in agreement with the results measured on site; therefore, the finite element analysis can be used to model actual results. As jacking deepens increase, the maximum thrust force of jack rises as well. The strength requirement can be satisfied as the steel box girders do not give in during the jacking process. After soil is excavated, deformation of the steel box girders is very small, which meets the rigidity requirement.

关 键 词：整体顶升 钢箱梁顶推 顶推力 

分 类 号：TU746[建筑科学—建筑技术科学]