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首页> 外文期刊>Journal of Cleaner Production >Implementing ternary supplementary cementing binder for reduction of the heat of hydration of concrete
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Implementing ternary supplementary cementing binder for reduction of the heat of hydration of concrete

机译:实施三元补充胶结剂以降低混凝土的水化热

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The purpose of the present study was to examine the high-volume use of by-products as supplementary cementitious materials (SCMs) in order to control the hydration heat of concrete and enhance its sustainability. The prepared ternary binders were composed of varying combinations of fly ash, ground granulated blast-furnace slag, and ordinary Portland cement (OPC). Isothermal hydration tests were conducted on the pastes produced using the prepared ternary binders and OPC under constant temperatures (T) of 13, 23, and 33 degrees C. Adiabatic hydration tests were also conducted on the concrete mixes at T of 23 degrees C. The heat production rate curve clearly showed that the induction and acceleratory periods increased with increasing SCM amount, whereas the maximum value of the curve and the decelerator period decreased; as a result, the activation energy of the cementitious pastes tended to increase with increasing SCM amount. The maximum values of total heat production determined from the adiabatic hydration tests also increased with increasing water-to-binder ratio. The relationship between the degree of reaction and the compressive strength development of the concrete was very similar in both the isothermal and the adiabatic hydration tests. The environmental impact assessment demonstrated that the very-high-volume SCM concrete had a reduction in global warming potential of 75-86% and in abiotic depletion of 73-82% as compared with OPC concrete. (C) 2015 Elsevier Ltd. All rights reserved.
机译:本研究的目的是研究大量使用副产品作为辅助胶结材料(SCM),以控制混凝土的水化热并增强其可持续性。制备的三元粘合剂由粉煤灰,磨碎的高炉矿渣和普通硅酸盐水泥(OPC)的不同组合组成。使用制得的三元粘合剂和OPC在13、23和33摄氏度的恒定温度(T)下对糊料进行了等温水化测试。在23摄氏度的T下对混凝土混合物进行了绝热水化测试。产热率曲线清楚地表明,随着SCM量的增加,诱导期和加速期增加,而最大值和减速期减少。结果,随着SCM量的增加,水泥浆的活化能趋于增加。绝热水化试验确定的总产热量最大值也随着水胶比的增加而增加。在等温和绝热水合试验中,反应程度与混凝土抗压强度发展之间的关系非常相似。环境影响评估表明,与OPC混凝土相比,超大量SCM混凝土的全球变暖潜力降低了75-86%,非生物耗竭降低了73-82%。 (C)2015 Elsevier Ltd.保留所有权利。

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