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Interaction between sulfate and chloride solution attack of concretes with and without fly ash

机译:有无粉煤灰混凝土中硫酸盐和氯化物溶液侵蚀的相互作用

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In this paper, the two sets of concretes under attack of erosion solution of sulfate and chloride salt were investigated. The one set is the plain concrete without fly ash addition. The other set is the concrete with 20 percent and 30 percent of fly ash addition, respectively. The corrosion solution includes three types: 3.5 percent NaCl, 5 percent Na_2SO_4, and a composite solution of 3.5 percent NaCl and 5 percent Na_2SO_4. In addition, two corrosion regimes were employed in this study: naturally immersion (stored in corrosion solution for long duration), drying-immersion cycles. The damage process of the two sets of concretes was systematically investigated under the above three types of corrosion solutions and two corrosion regimes. The interaction between sulfate and chloride salt was also quantitatively determined. The experimental results shown that a presence of sulfate in the composite solution increased the resistance to chloride ingress into concretes at early exposure period, but the opposition was observed at latter exposure period. For the damage of concretes, a presence of chloride in the composite solution reduces the damage of concrete caused by sulfate. Addition of fly ash may significantly improve the resistance to chloride ingress into concretes and the resistance to sulfate erosion when a suitable amount of fly ash addition and low water-to-binder (W/B) was employed. Studies of the different corrosion regimes indicate that concretes stored in corrosion solution for about 850 d, the changes in relatively dynamic modulus of elastically (RDME) could be described by three stages: linearly increasing period, steady period, and declining period. Whereas for drying-immersion cycles, an accelerated trend could be found. The changes in RDME included an accelerated decreased stage, linearly increased stage, and then a slowly decreased stage, finally accelerating failure stage. In order to elucidate the above experimental results in a microscopic scale, the mechanism was also investigated by the modern microanalysis techniques.
机译:本文研究了两种在硫酸盐和氯化物盐侵蚀溶液作用下的混凝土。一套是无粉煤灰的普通混凝土。另一组是分别添加了20%和30%的粉煤灰的混凝土。腐蚀溶液包括三种类型:3.5%的NaCl,5%的Na_2SO_4以及3.5%的NaCl和5%的Na_2SO_4的复合溶液。另外,在这项研究中采用了两种腐蚀方式:自然浸没(长时间保存在腐蚀液中),干燥浸没循环。在以上三种腐蚀液和两种腐蚀方式下,系统地研究了两组混凝土的破坏过程。硫酸盐和氯化物盐之间的相互作用也被定量测定。实验结果表明,复合溶液中硫酸盐的存在增加了混凝土在早期暴露时对氯化物的抵抗力,但在后期暴露时却观察到相反的情况。对于混凝土的破坏,复合溶液中氯化物的存在减少了硫酸盐对混凝土的破坏。当使用适量的粉煤灰添加量和低水灰比(W / B)时,粉煤灰的添加可以显着提高对氯化物进入混凝土的抵抗力和对硫酸盐侵蚀的抵抗力。对不同腐蚀方式的研究表明,混凝土在腐蚀溶液中储存约850 d时,相对动态弹性模量(RDME)的变化可以通过三个阶段来描述:线性增加期,稳定期和下降期。而对于干燥-浸泡循环,可以发现加速趋势。 RDME的变化包括加速的下降阶段,线性的上升阶段,然后是缓慢的下降阶段,最终加速了失效阶段。为了从微观角度阐明上述实验结果,还通过现代微量分析技术研究了其机理。

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