浅析锚杆挡土墙的受力及计算方法  

Brief Analysis of Forced and Calculation Method of Anchor Rod Retaining Wall

作　　者：曹霞[1] 王晓蕾[1] 陈飞[1] 

机构地区：[1]天津城建设计院,天津300072

出　　处：《城市道桥与防洪》2005年第5期68-70,共3页Urban Roads Bridges & Flood Control

摘　　要：介绍了近年来广泛应用的轻型支挡结构———锚杆挡土墙的结构、发展、优势及其受力分析、计算方法,并运用南昆线百色至威舍段的锚杆挡土墙进行了验证,总结了锚杆挡土墙的受力特征及其施工质量控制。锚杆挡土墙在各种锚固工程中的应用有着广阔的发展前景。The paper introduces the structure, development and superiority of light retaining structure applied widely in recent years ― anchor rod retaining wall structure as well as its forced analysis and calculation method. It also checks by the anchor rod retaining wall from Baice to Weishe Sector of Nankun Line and summaries the forced characteristics and the construction quality control of anchor rod retaining wall. The application of anchor rod retaining wall in various anchorage projects has wide developing prospect.

关 键 词：锚杆挡土墙 土压力 超静定连续梁 施工控制 

分 类 号：TU472.34[建筑科学—结构工程]