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长江中下游航道整治软体排护滩带结构优化设计
引用本文:李文全,雷家利,王伟峰,刘洪春.长江中下游航道整治软体排护滩带结构优化设计[J].水运工程,2012(1):88-92.
作者姓名:李文全  雷家利  王伟峰  刘洪春
作者单位:长江航道规划设计研究院,湖北武汉,430011
摘    要:对目前在长江中下游航道整治护滩(底)工程中广泛采用的系结混凝土块压载软体排护滩带的运用情况进行了实地调查与实测资料分析,并通过模型试验研究,对其易出现破坏的地方和引起破坏的主要原因,以及防止破坏或出现局部破坏后的修复工程措施进行系统研究;从保持所护滩体功能基本不变的观点出发,提出了确定护滩带间距和宽度的研究途径;同时提出了护滩工程结构设计优化措施。

关 键 词:航道整治  护滩带  系结混凝土块压载软体排

Structural optimization of flexible mattress beach protection belts used in waterway regulation in the middle and lower reach of the Yangtze River
LI Wen-quan,LEI Jia-li,WANG Wei-feng,LIU Hong-chun.Structural optimization of flexible mattress beach protection belts used in waterway regulation in the middle and lower reach of the Yangtze River[J].Port & Waterway Engineering,2012(1):88-92.
Authors:LI Wen-quan  LEI Jia-li  WANG Wei-feng  LIU Hong-chun
Institution:Changjiang Waterway Institute of Planning, Design and Research, Wuhan 430011, China
Abstract:This paper presents the on-the-spot investigation and prototype observation data analysis for a new kind of flexible mattress with concrete blocks ballast which is widely used in the Yangtze River. Through the model test, the paper also analyzes the most easily damaged parts and the main failure reasons of the buildings and measures to prevent damage and relevant restoration measures. Taking into account the principle that the body of the central bar should maintain the stability of the shoals and channels, this paper proposes the research approach to determine the width of beach protection belts and the space between them. At the same time, it proposes the measures to optimize the beach protection engineering structures.
Keywords:waterway regulation  beach protection belts  flexible mattress with concrete blocks ballast
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