某学校浆砌块石挡土墙变形原因与加固方法研究  

Analysis of deformation reasons and reinforcement methods of a school’s grouted stone retaining wall

作　　者：张学哲 Zhang Xuezhe(Nuclear Industry Jiangxi Engineering Survey Research General Institute Co.,Ltd.,Nanchang 330096,China)

机构地区：[1]核工业江西工程勘察研究总院有限公司,江西南昌330096

出　　处：《山西建筑》2020年第23期70-71,共2页Shanxi Architecture

摘　　要：针对某学校浆砌块石挡土墙出现墙身凸出、墙体外倾现象,通过分析该浆砌块石挡土墙的变形原因,提出了可行的加固方案,综合分析后,采用格构式锚索挡土墙加固,为类似挡土墙工程的加固提供了参考。In view of the protruding and inclination of the mortar-masonry retaining wall in a school,a feasible reinforcement plan was proposed by analyzing the deformation of the mortar-masonry retaining wall.The reinforcement of lattice-type anchor cable retaining wall provides a reference for the reinforcement of similar retaining wall projects.

关 键 词：浆砌块石挡土墙 加固 格构式锚索挡土墙 

分 类 号：TU476.4[建筑科学—结构工程]