普通混凝土与高性能混凝土耐久性评价

Arpan K. Sharma, Parikshit Thakur, Rajneesh Vashisht, Abhilash Shukla
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引用次数: 0

摘要

混凝土的分类通常是衡量耐久性的最可行的方法,在过去的20年里已经逐步发展起来。目前的研究集中在混凝土的能力,以提高其耐久性时,混凝土受到高度侵蚀的环境。寒区或沿海地区既有混凝土在冻融循环过程中受到氯离子渗透的影响。这种集体劣化过程加速了混凝土的破坏进程,降低了结构的使用寿命。在现实生活中,由于混凝土周围的环境因素,结构可能面临许多劣化因素。各种实验室测试方法被用于耐久性的测定,这些方法提供了许多结果,如氯化物快速渗透值、电导率、混凝土吸水率等。为了评估混凝土的耐久性,对于单一的劣化装置,这些技术是经济和适当的。为了确定混凝土的耐久性,使用了普通硅酸盐水泥。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Durability Evaluation of Normal and High Performance Concrete
Classification of concrete is often most feasible means for measuring the durability and has become progressively over the past 20 years. The present study is focused on the capability of concrete to improve its durability when the concrete is subjected to the highly aggressive environments. Existing concrete in cold or coastal regions are affected by chloride penetration under the freeze-thaw cycles. This collective deterioration process quickens the damage advancement of concrete and reduces the service life of the structures. In real life the structure may face numerous deterioration contrivances due to environmental factors surrounded by the concrete. A variety of laboratory test method were used for the determination of durability, which provide number of results, such as rapid chloride penetration value, electrical conductivity, water absorption rate in concrete. For evaluating the durability of concrete, to a single contrivance of deterioration, the techniques were economical and appropriate. For determining the durability of concrete the Ordinary Portland Cement was used.
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