水泥基材料孔隙水势的开发

Payam Vosoughi, P. Taylor, R. Horton
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摘要

水化反应过程中水的消耗和地表水的蒸发导致混凝土早期毛细孔负压的形成。毛细孔隙水势(PWP)产生早期收缩应变,增加了早期开裂的机会。本研究旨在探讨内固化(IC)和水胶比(W/CMs)对水泥基材料水化反应和PWP发展的影响。为此,制作了11种不同W/ cm(0.3、0.375、0.45、0.525)和轻细骨料(10、20、30、50%)替代量的砂浆混合料,以及9种不同W/ cm(0.35、0.42、0.5)和轻细骨料(10、20、30、40%)替代量的混凝土混合料,并通过等温量热法和孔隙水势测试对其进行了评价。结果表明,IC在促进水化动力学和抑制毛细PWP发展方面都是有效的,特别是对于低W/CMs的混合物。
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PORE WATER POTENTIAL DEVELOPMENT IN CEMENT-BASED MATERIALS
Consumption of water during hydration reactions and surface water evaporation result in the development of negative pressure in capillary pores of concrete at early ages. Capillary pore water potential (PWP) creates early-age shrinkage strain and increases the chance of early-age cracking. The aim of this study was to investigate the effects of internal curing (IC) and water-to-cementitious materials ratio (W/CMs) on the hydration reactions and PWP development in cement-based materials. For this purpose, 11 mortar mixtures with different W/CMs (0.3, 0.375, 0.45 and 0.525) and lightweight fine aggregate (LWFA) substitutions (10, 20, 30 and 50%), as well as, 9 concrete mixtures with different W/CMs (0.35, 0.42 and 0.5) and LWFA substitutions (10, 20, 30 and 40%) were made and evaluated through isothermal calorimetry and pore water potential tests. The results demonstrate that IC is efficient in both promoting hydration kinetics and suppressing capillary PWP development, especially for the mixtures with low W/CMs.
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