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Effect of Shrinkage Reducing Admixture on Shrinkage and Crack Properties of Cement Based Materials

机译:收缩减少混合对水泥基材料收缩和裂纹性能的影响

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In order to improve the dimensional stability of cement based materials, the effects of shrinkage reducing admixture (SRA) dosage on the shrinkage and crack properties of cement based materials were investigated. The hydration process of the cement pastes was tracked and monitored by hydration calorimeter and adiabatic temperature rise apparatus respectively. The action mechanism of SRA on hydration process of the cement based materials was characterized by differential scanning calorimeter (DSC). The shrinkage and crack results show that the ability of resist cracking of concrete can be effectively improved by SRA. The results of hydration calorimeter and adiabatic temperature rise indicate that the appear time of hydration temperature peak at early age was delayed and the development of hydration heat changed gently at later period by doped SRA. The results of DSC show that the release amount of hydration heat and the production of early calcium hydroxide can be delayed by SRA, however, there has no effects of SRA on the formation of cement hydration products like calcium hydroxide at the later period.
机译:为了改善水泥基材料的尺寸稳定性,减缩上水泥基材料的收缩和开裂性掺和剂(SRA)的剂量的影响。水泥浆料的水合过程,跟踪和分别通过水合量热计和绝热温升装置监测。 SRA的对水泥基材料的水合过程中的作用机制,其特征在于差示扫描量热计(DSC)。的收缩和裂纹结果表明,混凝土的抗蚀剂开裂的能力可以通过SRA得到有效的改善。水化热仪绝热温升的结果表明,出现在早期水化热温度峰值的时间推迟,水化热的发展在后期通过掺杂SRA变化平缓。 DSC的结果表明,水化热和早期生产的氢氧化钙的释放量可以通过SRA被延迟,但是,也有SRA的对在后期形成的水泥水化的产品,如氢氧化钙没有影响。

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