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The Dynamic Elastic Modulus and Microstructure Study of High Performance Concrete in Sulfate Environment

机译:硫酸盐环境下高性能混凝土的动态弹性模量与微观结构研究。

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Aimed at determining the durability of concrete in very salty regions,this paper describes a study carried out to examine the performance of various high performance fine aggregate concrete in a sulfate environment,such as high performance concrete inside a composite additive,and Portland cement concrete,and sulfate resistant cement concrete.They experienced dry-wet cycles in sodium sulfate solutions.By examining the changes of elastic moduli and analyzing the SEM of the concrete,the test results show that the salt resistances of sulfate resistant cement concrete is no better than Portland cement concrete in the extremely aggressive dry-wet cycle environment,and high performance concrete containing a composite additive has better resistance to a sulfate environment.Besides,the composite additive can create the environment for a second hydration to reduce the amount of Ca(OH)2 inside the concrete,and build additional C-S-H gel to reform the microstructure of concrete effectively.Finally,the paper offers some advice for mixing concrete in salt regions.
机译:为了确定高盐度地区混凝土的耐久性,本文描述了一项研究,旨在研究各种高性能细骨料混凝土在硫酸盐环境下的性能,例如复合添加剂内部的高性能混凝土和波特兰水泥混凝土,在硫酸钠溶液中经历了干湿循环。通过检查弹性模量的变化并分析混凝土的SEM,测试结果表明,耐硫酸盐水泥混凝土的耐盐性不比波特兰好。水泥混凝土在极富侵略性的干湿循环环境中,含有复合添加剂的高性能混凝土对硫酸盐环境具有更好的抵抗力。此外,复合添加剂还可以为第二次水化创造环境,以减少Ca(OH)的含量2在混凝土内部,并建造额外的CSH凝胶以有效地改造混凝土的微观结构。最后,为盐地区的混凝土搅拌提供了一些建议。

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