疏水拒水剂对高侵蚀性水体中混凝土抗压强度的影响(以死海为例)

Majed Rashed, Walid M. Hasan, Mohammed A.KA. Al-Btoush
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引用次数: 1

摘要

海水的渗透会影响混凝土的抗压强度。死海中的盐浓度很高,对混凝土来说是一个危险的环境。本研究的目的是研究死海水对含有疏水拒水外加剂的混凝土抗压强度的影响,并确定用于降低这种影响的外加剂的最佳用量。采用三种类型的水泥(普通硅酸盐水泥、火山灰水泥和抗硫酸盐水泥)和不同剂量率的疏水拒水剂(水泥重量的0%、2%和4%)。采用实验方法,根据水泥的类型和试件的年龄对试件进行划分。9个对照立方体试件在清水中固化以确保达到要求的抗压强度,54个试件在死海中固化。分别在第7天和第28天对死海水固化试件进行试验,研究死海水对早期和长期强度的影响。结果表明,三种类型水泥的28天抗压强度均出现下降,但加入拒水剂后,这种下降有所缓解,最佳掺合料的掺量为水泥重量的2%。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Effect of Hydrophobic Water Repellent Admixture on the Compressive Strength of Concrete in Highly Aggressive Water (Dead Sea Water as a Case Study)
The compressive strength of concrete may be affected by seepage of salt water. Dead Sea water is a hazardous environment for concrete due to high concentration of salts. The aim of this study was to investigate the effect of Dead Sea water on the compressive strength of concrete containing hydrophobic water-repellent admixture, and to determine the optimum dosage of admixture to be used to reduce this effect. Three types of cement were used (Ordinary Portland Cement, Pozzolanic Cement, and Sulphate-Resisting Cement) with various dose rate of hydrophobic water repellent admixture (0%, 2%, and 4% of cement weight). An experimental approach, in which the specimens were divided based on the type of cement and the specimen’s age, was adopted. Nine control cubic specimens were cured in plain water to ensure that the required compressive strength was reached and (54) specimens were cured in Dead Sea water. The specimens cured in Dead Sea water were tested at 7 and 28 days to investigate the effect of Dead Sea water on the early and long-term strength. The results showed that a reduction in the 28-day compressive strength occurred in all specimens for the three types of cement used, but with the addition of water repellent, this reduction was alleviated, and the optimum percentage of admixture was 2% of cement weight.
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