中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2010, Vol. 29 ›› Issue (1): 90-92.

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边坡自保护/自协调锚拉结构体系

许锡宾1,叶晓明2,邓继辉3,褚广辉1   

  1. 1.重庆交通大学,重庆 400074;2.重庆大学,重庆 400030;3.重庆中煤设计研究院,重庆 400013
  • 收稿日期:2009-05-06 修回日期:2009-11-18 出版日期:2010-02-15 发布日期:2015-01-22
  • 作者简介:许锡宾(1955—),男,四川宜宾人,教授,博士生导师,主要从事结构工程、港口工程研究工作。E-mail:xxb@cquc.edu.cn。
  • 基金资助:
    重庆市科委重点攻关项目(CSTC 2008 AB 6021)

System of Self-Protection and Self-Coordination of Anchor-Hold Structure

XU Xi-bin1,YE Xiao-ming2,DENG Ji-hui3,CHU Guang-hui1   

  1. 1.Chongqing Jiaotong University,Chongqing 400074,China; 2.Chongqing University,Chongqing 400030,China; 3.Chongqing Design & Research Institute,Sino-Coal International Engineering Group,Chongqing 400013,China
  • Received:2009-05-06 Revised:2009-11-18 Online:2010-02-15 Published:2015-01-22

摘要: 介绍一种边坡支护方法“自保护、自协调锚拉结构体系”的基本原理。这种结构体系由锚拉结构自保护技术 和“单元结构体系”组成,是一套完整的边坡支护新技术。该技术采用一个塑性变形装置来保护结构超载破坏而不 是增加材料用量,能够在超载情况下进行结构自保护和自协调,适用于复杂环境和地震区域的边坡支护。

关键词: 边坡, 锚拉结构, 自保护, 自协调

Abstract: The basic principles of a new method of supporting slope—system of self-protection and self-coordination of anchor- hold structure are introduced. The system is composed by the self-protection technology of anchor-hold structure and the unit structural system,which is a complete set of new technologies to support slope. A plastic deformation device has been used in this technology to prevent the overloading rather than increasing the amount of material used,which can implement self-protection and self-coordination in the case of overloading. This technology is suitable to be applied to support slope in complex environment and earthquake region.

Key words: slope, anchor-hold structure, self-protection, self-coordination

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