CURRENT PROBLEMS OF HARDENING MONOLITHIC ROAD AND AERODROME CEMENT CONCRETE CURING

S. Tolmachov, O. Belichenko, Dmytro Tolmachov, Y. Turba
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Abstract

Studies of moisture loss from hardening monolithic cement concrete have been carried out. It was found that there is no consensus on the critical value of moisture loss from hardening concrete, at which shrinkage and cracking are possible, and there is no common understanding of the possible critical width of the shrinkage crack opening. It is shown that when the concrete hardens in air-dry conditions, its indicators, including durability, decrease by a factor of 2 or more. The critical value of moisture loss from hardening concrete was experimentally determined, which is 2 kg/m2. In this case, the deterioration of concrete properties as a result of rehydration of cement does not exceed 5 % and does not affect its durability. The possibility of restoring the properties of concretes, which were lost as a result of cracking during plastic shrinkage and contraction, has been experimentally proved if, after cracking, the concretes are placed for further hardening in a humid environment.
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单体公路、机场水泥混凝土硬化养护现状
对水泥混凝土整体硬化过程中的水分损失进行了研究。研究发现,对于混凝土硬化后水分损失的临界值,即可能发生收缩和开裂的临界值,目前还没有达成共识,对于收缩裂缝张开的可能临界宽度也没有达成共识。结果表明,当混凝土在空气干燥条件下硬化时,其耐久性等指标降低了2倍或更多。通过实验确定了硬化混凝土的水分损失临界值为2 kg/m2。在这种情况下,水泥再水化引起的混凝土性能劣化不超过5%,不影响其耐久性。混凝土在塑性收缩和收缩过程中由于开裂而失去的性能,如果在开裂后将混凝土放置在潮湿的环境中进一步硬化,则恢复混凝土性能的可能性已经得到实验证明。
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