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

机译:使用高炉矿渣和抗冻促进剂的混凝土的收缩性能

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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:本研究以高炉矿渣水泥和抗冻促进剂作为降低环境负荷的寒冷天气混凝土的施工技术,研究了混凝土的收缩性能。研究结果表明,随着在普通硅酸盐水泥(OPC)和高炉矿渣水泥(BB)中同时添加抗冻促进剂,从小就降低了对新鲜混凝土性能的影响,并提高了抗压强度。 。另外,在相同龄期的自由收缩应变和开裂可能性趋于增加,研究结果证明在约束条件下开裂也很快。同时,研究结果证实,加入抗冻促进剂后,OPC和BB的长度都有增加的趋势。孔径<30 nm的孔体积,特别是20-30 nm的孔体积,以及墨水瓶的孔体积减少,以致收缩量增加,并且该范围内的孔体积变化被认为对收缩有很大影响属性。 (C)2019由Elsevier Ltd.发布

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