在役历史保护建筑砖砌体结构现有承载力试验  

Experiment of the existing capacity of masonry blocks of in-service historical preserved buildings

作　　者：肖煌俊[1] 刘卫东[1] 杨伟波[1] 谈晓青[1] 

机构地区：[1]上海理工大学城建学院土木工程系,上海200093

出　　处：《建筑结构》2010年第11期112-113,111,共3页Building Structure

基　　金：上海市科委科技攻关计划重点项目(062512028);国家科技支撑计划课题子课题(2006BAJ03A02);上海市教委重点学科建设项目(J50502)

摘　　要：仿照古方法,加入糯米浆拌制石灰砂浆和石灰黏土砂浆,用这两种砌筑砂浆和水泥砂浆分别与历史建筑拆除下的人工砖砌成短柱,进行轴心抗压试验,计算出砌体现有承载力,并分析其应力-应变曲线的特点。考虑3组砌体的材料匹配性,依照《砌体结构设计规范》(GB50003—2001)中给出的砌体抗压强度平均值计算公式,提出了应用于历史保护建筑砖结构现有承载力的计算公式。The sticky rice was added in the lime mortar and clay lime mortar with the archaic method.The short columns were built by laying artificial bricks with cement mortar,lime mortar and clay lime mortar respectively.Axial compressive strength test was carried out.The bearing capacity of the brick masonry was calculated and the analysis of the stress-strain curves was given.Considering the adaptability of the three groups of brick masonry,according to the formula for the average compressive strength of brick masonry,the formula for the present capacity of historical preserved buildings was given.

关 键 词：历史保护建筑 砖砌体结构 人工砖 糯米石灰砂浆 承载力试验 

分 类 号：TU-092[建筑科学—建筑理论]