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斜拉桥索塔海工混凝土配比设计与研究
引用本文:高超,蔡俊华,李卫虹,周振营. 斜拉桥索塔海工混凝土配比设计与研究[J]. 新型建筑材料, 2007, 34(11): 46-48
作者姓名:高超  蔡俊华  李卫虹  周振营
作者单位:1. 广东省长大公路工程有限公司,广东,广州,511431
2. 广东虎门技术咨询有限公司,广东,广州,511431
摘    要:目前高性能海工混凝土配合比设计还没有统一的方法。应用正交配合比设计,论述了杭州湾大桥北航道桥索塔高性能海工混凝土的设计原则、方法和过程,确定了满足施工要求的海工混凝土配合比,并就试验结果进行分析,提出了影响海工混凝土性能的因素。

关 键 词:杭州湾大桥  海工混凝土  配合比设计  试验研究
文章编号:1001-702X(2007)11-0046-03
修稿时间:2007-06-29

Design and study on marine concrete mix ratio in tower of cable-stayed bridge
GAO Chao,CAI Junhua,LI Weihong,ZHOU Zhenying. Design and study on marine concrete mix ratio in tower of cable-stayed bridge[J]. New Building Materials, 2007, 34(11): 46-48
Authors:GAO Chao  CAI Junhua  LI Weihong  ZHOU Zhenying
Affiliation:1.Chang Da Highway Engineering Ltd Guangdong Province,Guangzhou 511431, Guangdong, China; 2.Hu Men Technology Consulting Ltd Guangdong Province, Guangzhou 511431,Guangdong, China
Abstract:High-performance marine concrete mix ratio design has no unified approach at present.Discussion is made on design principle,method and procedure of high performance marine concrete of northern route bridge cable tower of Hangzhou Bay Bridge by orthogonal mix ratio design,and determines the mix ratio of marine concrete which can meet the construction requirements.Analysis is also made on the test results,and factors affect the performance of marine concrete are put forward.
Keywords:Hangzhou Bay Bridge  marine concrete  mix design  experimental study  
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