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海水侵蚀环境下混凝土耐久性的研究

张玉敏 徐新生

中山大学学报(自然科学版)2007,Vol.46Issue(z1):132-133,2.
中山大学学报(自然科学版)2007,Vol.46Issue(z1):132-133,2.

海水侵蚀环境下混凝土耐久性的研究

Research of Concrete Durability in the Environment with Salt Solution

张玉敏 1徐新生1

作者信息

  • 1. 济南大学,土木建筑学院,山东,济南,250022
  • 折叠

摘要

Abstract

Using ordinary Portland cement and Portland blastfurnace-slag cement, the test specimens whose water cement ratio is in range from 0.45 to 0.60 have been made. After having been corroded by seawater in accelerated corrosion experiment, based on rule and cause of changes of strength and weight loss rate, experiment data has been provided for quantitative analysis of broken state. It has been showed that under the condition, durability of Portland blastfurnace-slag cement is better than that of ordinary Portland cement; when the corrosive coefficient of concrete member is 0.8, it is in conformity with limit value of 25% strength loss in American ASTM standard.

关键词

海水/混凝土/水灰比/耐久性/加速腐蚀试验

Key words

seawater/ concrete/ water cement radio/ durability/ accelerated corrosion experiment

分类

土木建筑

引用本文复制引用

张玉敏,徐新生..海水侵蚀环境下混凝土耐久性的研究[J].中山大学学报(自然科学版),2007,46(z1):132-133,2.

基金项目

国家自然科学基金资助项目(59878031) (59878031)

中山大学学报(自然科学版)

OA北大核心CSCDCSTPCD

0529-6579

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