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古塔整體平移技術(shù)分析
趙燦強(qiáng)1，邊智慧2,3，付素娟2，崔少華1
摘 要

（1 河北建研科技有限公司，石家莊 050021；2 河北省建筑科學(xué)研究院，石家莊 050021；3 天津大學(xué)建筑工程學(xué)院，天津300072）

 
[摘要]龍溪塔位于宣城市宣州區(qū)水陽(yáng)江東岸，為六邊形磚木混合樓閣式塔的典型代表，由于水陽(yáng)江治理需對(duì)龍溪塔平移129m，最大程度的保留龍溪塔的原貌。平移施工前，對(duì)塔體及基礎(chǔ)進(jìn)行了加固，制定了整體托換方案，平移過(guò)程順利，為以后古塔平移提供參考。
[關(guān)鍵詞]古塔;整體平移
中圖分類號(hào)：TU746.4      文獻(xiàn)標(biāo)識(shí)碼：A      文章編號(hào)：1002-848X(2013)S1-0795-04
 
Technology analysis of the ancient pagodas translocation
Zhao Canqiang1,Bian Zhihui2,Fu Sujuan2,Cui Shaohua1
(1 Hebei Building Research Technology Co., LTD,Shijiazhuang 050021, China;2 Heibei Academy of Building Research,Shijiazhuang 050021, China;3 School of Civil Engineering,Tianjin University,Tianjin300072, China)
 
Abstract: Longxi tower is located in the east coast of Xuancheng Xuanzhou Shuiyang river. It is typical of the pavilion-style 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.
Keywords: ancient pagodas; translocation
 
作者簡(jiǎn)介：趙燦強(qiáng)，工程師，Email:cuishaohua2007@126.com。
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