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CRACK PREVENTIVE WORK FOR MASS-CONCRETE STRUCTURE

机译:大体积混凝土结构的裂缝预防工作

摘要

PURPOSE:To prevent the cracking of mass-concrete structures by a method in which a cement mortar containing a coagulation retardant is placed in the lowermost layer in contact with the base of a structure and then cement mortar containing no coagulation retardant is placed there. CONSTITUTION:Cement mortar to which is added a coagulation retardant (e.g., an oxycarboxylate, etc.) in such an amount that the hydration reaction of cement with water is delayed by two days - two weeks is placed up to a height (h) of 3-30cm in the lowermost layer of a concrete wall 2 in contact with the base 1 of an existing structure. Then, ordinary cement mortar containing no coagulation retardant is placed up to a proper height H2 on said cement mortar. By this, during the period when the wall 2 is cooled and contracted, the lowermost layer 4 does not harden, and since the wall 2 is not related to the base 1, no tensile stress accompanying contraction by the base 1 occurs and also no cracking is produced in the concrete structure.
机译:目的:为防止大体积混凝土结构开裂,方法是将含有抗凝剂的水泥砂浆放置在最底层,与结构的底部接触,然后再将不含抗凝剂的水泥砂浆放置在其中。组成:水泥砂浆中添加了凝结抑制剂(例如,羟基羧酸盐等),其用量应使水泥与水的水合反应延迟两天至两周,放置时间不得超过高度(h)。在与现有结构的基座1接触的混凝土墙2的最下层中的3-30cm处。然后,将不含凝结剂的普通水泥砂浆放置在所述水泥砂浆上至合适的高度H2。这样,在壁2冷却收缩的期间,最下层4不硬化,并且由于壁2与基体1无关,所以不会发生伴随基体1的收缩的拉伸应力,也不会产生裂纹。在混凝土结构中产生。

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