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武汉阳逻长江大桥锚碇设计
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(中交公路规划设计院)

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刘明虎

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TU472

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Anchorage Design of Yangluo Yangtze River Bridge
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    摘要:

    武汉阳逻长江大桥主桥为主跨1280m悬索桥,北锚碇采用放坡大开挖深埋扩大基础实腹式锚体重力式锚;南锚碇采用支护开挖深埋圆形扩大基础框架式锚体重力式锚,其基坑工程采用外径73m、壁厚1.5m、深61.5m、最大挖深45m的圆形地下连续墙加内衬的支护结构型式;在国内首次采用"无粘结可更换"预应力锚固系统。本文概述了锚碇的总体构造、基坑(基础)工程、锚体及锚固系统的结构设计及技术特点

    Abstract:

    Wuhan Yangluo Yangtze River Bridge main bridge is a main span 1280m suspension bridge, the north anchorages using sloping large excavation deep buried expanding the foundation of the solid belly anchor weight force type anchor; South anchorages using support excavation deep buried circular expanding the foundation frame anchor weight force type anchor, the pit project using the outer diameter of 73m, wall thickness of 1.5m, depth of 61.5m, the maximum excavation depth of 45m circular diaphragm wall plus liner of the support structure type; in the The first time in China to use "non-bonded replaceable" prestressing anchorage system. This paper summarizes the overall structure of the anchor, pit (foundation) engineering, structural design and technical characteristics of the anchor body and anchorage system.

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Liu Minghu, Xu Guoping, Liu Huatu Anchorage Design of Yangluo Yangtze River Bridge. Prestress Technology 2006,10(01):3-8. 10.59238/j. pt.2006.01.001

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  • 在线发布日期: 2023-08-10
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