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The early dry heat check prevention mannered null compressive strength

机译:防止早期干热检查使零抗压强度显着提高

摘要

PROBLEM TO BE SOLVED: To effectively reduce crazing due to initial drying of high strength concrete without necessitating complicated ageing and without adding a large amount of admixtures such as a water reducing agent at the construction by using the high strength concrete.;SOLUTION: The method comprises the steps of preparing high strength concrete of ≥50 N/mm2 compression strength by using coarse particle cement with a Blaine specific surface area of 1,000-2,400 cm2/g, and placing the high strength concrete to a site where the surface is exposed. Alternatively, the method comprises the steps of preparing first high strength concrete of ≥50 N/mm2 compression strength and placing it, and further preparing second high strength concrete of ≥50 N/mm2 compression strength by using coarse particle cement with a Blaine specific surface area of 1,000-2,400 cm2/g which is smaller than that of cement constituting the first high strength concrete, and placing the second high strength concrete on the surface of the first high strength concrete.;COPYRIGHT: (C)2006,JPO&NCIPI
机译:解决的问题:有效减少高强度混凝土初始干燥引起的龟裂,而无需复杂的时效,并且在使用高强度混凝土的建筑中无需添加大量的添加剂,例如减水剂。包括使用Blaine比表面积为1,000-2,400 cm 2 /的粗颗粒水泥制备抗压强度为50 N / mm 2 的高强度混凝土的步骤g,然后将高强度混凝土放在表面裸露的地方。或者,该方法包括以下步骤:制备抗压强度为≥ 50 N / mm 2 的第一高强度混凝土,并放置它,并进一步制备抗压强度为≥ 50 N / mm 2 / g的布莱恩比水泥(小于构成第一种高强度混凝土的水泥的水泥)来制造> 2 抗压强度,并放置第一种高强度混凝土表面上的第二种高强度混凝土。版权所有:(C)2006,JPO&NCIPI

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