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Shrinkage properties of concretes using blast furnace slag and frost-resistant accelerator

机译:用高炉炉渣和耐霜加速器的混凝土的收缩性能

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摘要

This study investigated the shrinkage properties of concretes using blast furnace slag cement and frost resistant accelerator as a construction technology in environmental-load-reducing cold weather concretes. The investigation results showed that as the frost-resistant accelerator was added to both Ordinary Portland Cement (OPC) and Blast Furnace Slag Cement (BB), the effect on the properties of fresh concrete was reduced and the compressive strength was increased from an early age. In addition, the free shrinkage strain and cracking potential at the same age tended to increase and the study result verified that the crack generation was also fast in the restrained condition. Meanwhile, the study results verified that the length of both of OPC and BB tended to increase upon adding the frost-resistant accelerator. Pore volume 30 nm diameter, in particular, 20-30 nm pore volume, and ink-bottle pore volume decreased such that the shrinkage volume increased, and the change in pore volume in this range was regarded as having a large effect on the shrinkage properties. (C) 2019 Published by Elsevier Ltd.
机译:本研究研究了使用高炉炉渣水泥和霜冻加速器的混凝土的收缩性能作为环境负载减少寒冷天气混凝土的施工技术。调查结果表明,随着抗冻剂的加速器加入普通波特兰水泥(OPC)和高炉炉渣水泥(BB),降低了对新混凝土性质的影响,抗压强度从早年增加。此外,相同年龄的自由收缩应变和裂化潜力趋于增加,研究结果证实,抑制条件下裂缝产生也快速。同时,研究结果证实,OPC和BB两者的长度倾向于增加抗冻式加速器。孔体积<30nm直径,特别是20-30nm孔体积,和墨水瓶孔体积降低,使得收缩体积增加,并且该范围内的孔体积的变化被认为是对收缩产生的很大影响特性。 (c)2019年由elestvier有限公司发布

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