古塔整体平移技术分析  

Technology analysis of the ancient pagodas translocation

作　　者：赵灿强 边智慧[2,3] 付素娟 崔少华[1] 

机构地区：[1]河北建研科技有限公司,石家庄050021 [2]河北省建筑科学研究院,石家庄050021 [3]天津大学建筑工程学院,天津300072

出　　处：《建筑结构》2013年第S1期795-798,共4页Building Structure

摘　　要：龙溪塔位于宣城市宣州区水阳江东岸,为六边形砖木混合楼阁式塔的典型代表,由于水阳江治理需对龙溪塔平移129m,最大程度的保留龙溪塔的原貌。平移施工前,对塔体及基础进行了加固,制定了整体托换方案,平移过程顺利,为以后古塔平移提供参考。Longxi tower is located in the east coast of Xuancheng Xuanzhou Shuiyang river. It is typical of the pavilionstyle hexagonal brick and wood mixed tower. As the governance in the Shuiyang river,it needs the Longxi tower to translocate 129m,and can keep the Longxi tower's original appearance. Before the translocation of the tower,the tower body and foundation are reinforced,and develop whole underpinning program. The translocation process is successful. It can provide reference for later ancient pagodas translocation.

关 键 词：古塔 整体平移 

分 类 号：TU746.4[建筑科学—建筑技术科学]