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EFFECT OF CURING METHOD AND CURING PERIOD ON CHARACTERISTIC OF COMPRESSIVE STRENGTH FOR Ca CONCRETE

机译:固化方法及固化期对CA混凝土抗压强度特性的影响

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The Ca-based solidification material has neutral character for pH and natural color like soils, so that it is paid attention to as a new material instead of cement in civil engineering field. In a previous research, we showed that compression strength of the concrete using this material and compression strength of AE concrete has equivalent strength under same mixture condition, so that concrete using this material will be effective material on strength as a new civil engineering material. In addition, the behavior under compression loading for concrete using this material showed tendency similar to cement concrete because its behavior showed non-linear behavior. Therefore, this research furthermore investigated on characteristics of compressive strength for concrete using Ca-based solidification material through compressive strength test. In particular, this investigation focused on curing method and curing period to consider effects of wetting and drying and long-term strength. Based on the results of tests, the emphasis was placed on the following: (1) The strength in natural curing is larger than the strength in water curing as for the early-age compressive strength of Ca concrete. (2) The strength in water curing was larger than the strength in natural curing as for after 4weeks compressive strength of Ca concrete. (3) The compressive strength of Ca concrete obtained stable strength when it had curing for 4 weeks.
机译:基于CA的凝固材料具有pH值和自然颜色的中性特征,如土壤,因此它被关注作为新材料而不是土木工程领域的水泥。在先前的研究中,我们表明,使用这种材料的混凝土的压缩强度和AE混凝土的压缩强度具有相同的混合物条件下的等效强度,因此使用这种材料的混凝土将是强度的有效材料作为新的土木工程材料。此外,使用该材料的混凝土压缩负荷的行为显示出类似于水泥混凝土的趋势,因为其行为显示出非线性行为。因此,本研究进一步研究了通过压缩强度试验使用Ca基凝固材料对混凝土压缩强度的特性。特别是,这项调查的重点是固化方法和固化期,以考虑润湿和干燥和长期强度的影响。基于测试结果,重点放置在以下内容:(1)天然固化的强度大于水固化的强度,如CA混凝土的早期抗压强度。 (2)水固化的强度大于自然固化的强度,如4周的CA混凝土抗压强度。 (3)当它固化4周时,Ca混凝土的抗压强度获得了稳定的强度。

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