首页> 外文会议>International Conference on Civil, Architectural and Hydraulic Engineering >Study on Qingdao Bay Bridge Pier Concrete Anti Cl~- Permeability Change Law and Structural Durability Analysis
【24h】

Study on Qingdao Bay Bridge Pier Concrete Anti Cl~- Permeability Change Law and Structural Durability Analysis

机译:青岛湾桥墩混凝土抗CL〜渗透性改变法及结构耐久性分析研究

获取原文

摘要

Entity structure concrete chloride ion permeability resistance change law were studied, relying on Qingdao Bay Bridge project, using entity structure concrete specimen under the same condition maintenance, using RCM method test diffusion coefficient at the age of 28d,60d,90d,1y and 2y. Different mixture concrete chloride ion permeability resistance change law were Interoperated in essence, combining with cementitious materials hydration mechanism.
机译:研究了实体结构混凝土氯离子渗透性变化法,依靠青岛湾桥工程,在同一条件维护下使用实体结构混凝土试样,使用RCM方法测试扩散系数为28d,60d,90d,1y和2y。不同混合物混凝土氯离子渗透性抗性法本质上互操作,与水泥材料水化机制相结合。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号