南京上坊六朝古墓安全性分析与加固治理  

Safety Analysis and Rehabilitation of Shangfang Tumulus in Nanjing

作　　者：敬登虎[1] 赵国栋[1] 穆保岗[1] 曹双寅[1] 

机构地区：[1]东南大学土木工程学院,南京210096

出　　处：《特种结构》2009年第1期71-74,共4页Special Structures

摘　　要：为了保证南京上坊六朝古墓的结构安全性,基于现状调查、材性试验结果,采用有限元模拟分析其结构的受力状态。结合分析结果、古墓修复的特殊性和其使用功能,对古墓采用低压渗透注浆法进行墓体加固;对墓坑渗漏水采用止水结构桩进行封堵。可以供同类特殊历史建筑物借鉴。In order to ensure the structure safety of Shangfang Tumulus in Nanjing , based on the status survey and material testing results, the finite element method was used to simulate the behavior of the tumulus. Considering the analysis results, characteristics of tunudus rehabilitation and its using function, the method of low pressure osmotic grouting was used to strengthen the main structure of tumulus, and the way of using pile structure in close layout was selected to prevent leakage of grave. This project could serve as examples of similar historic buildings.

关 键 词：古墓 加固 渗透注浆 渗漏 

分 类 号：TU746.3[建筑科学—建筑技术科学]