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矮寨特大悬索桥重力锚大体积混凝土向下泵送技术研究
引用本文:黎昌斌,喻波,杨遵俭.矮寨特大悬索桥重力锚大体积混凝土向下泵送技术研究[J].世界桥梁,2009(2).
作者姓名:黎昌斌  喻波  杨遵俭
作者单位:1. 武汉桥梁建筑工程监理有限公司,湖北,武汉,430034
2. 湖南省吉茶高速公路建设开发有限公司,湖南,长沙,410004
3. 湖南路桥建设集团公司,湖南,长沙,410004
摘    要:矮寨特大悬索桥重力式锚碇采取泵送混凝土浇筑,混凝土拌和站高于锚碇基坑达60 m,水平距离150 m.主要介绍解决大落差的大体积混凝土向下泵送技术难题的成功经验.

关 键 词:悬索桥  重力式锚碇  大体积混凝土  大落差  向下泵送技术

Research of Downward Pumping Technique for Casting Massive Concrete of Gravity Anchorage of Aizhai Suspension Bridge
LI Chang-bin,YU Bo,YANG Zun-jian.Research of Downward Pumping Technique for Casting Massive Concrete of Gravity Anchorage of Aizhai Suspension Bridge[J].World Bridges,2009(2).
Authors:LI Chang-bin  YU Bo  YANG Zun-jian
Institution:LI Chang-bin1,YU Bo2,YANG Zun-jian3(1.Wuhan Bridge and Building Works Supervision Co.,Ltd.,Wuhan 430034,China,2.HunanJicha Expressway Construction and Development Co.,Changsha 410004,3.Hunan Road and Bridge Construction Group Co.,China)
Abstract:The massive concrete of the gravity anchorage of Aizhai Suspension Bridge was cast by pumping.The batching plant for production of the concrete was arranged at a place 60 m high and horizontally about 150 m apart from the anchorage foundation pit.This paper mainly presents the successful experiences of resolving the technical problem of downward pumping of the concrete under condition of great fall head.
Keywords:suspension bridge  gravity anchorage  massive concrete  great fall head  downward pumping technique  
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