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METHOD OF HEAT-INSULATION CONSTRUCTION OF CONCRETE SURFACE FOR INHIBITING TEMPERATURE CHANGE NEAR CONCRETE SURFACE

机译:抑制近混凝土表面温度变化的混凝土保温结构施工方法

摘要

PURPOSE: To reduce a temperature difference on a surface and prevent the occurrence of cracking by placing and curing concrete after spraying material of low heat conductivity all over the outside of a form, and spraying material of low heat conductivity on the surface right after the removal of the form. CONSTITUTION: After a heat insulating material such as a hard urethane of extremely low heat conductivity is sprayed all over the outside of a metal framed form 1 and layered thereon at a thickness of 2 cm or more, concrete 3 is placed. After it is cured, the form is removed and a heat insulating material 4 such as a hard urethane foam of extremely low heat conductivity is immediately sprayed all over a concrete surface at a thickness of 2 cm or more. In this way, a change in volume possibly caused by different temperature changes on respective parts of the concrete right after the placement of mass concrete and after the removal of the form constrains free deformation to thereby constrain the tensile strength of the concrete, so that tensile stress over the tensile strength of the concrete may be developed to prevent the occurrence of cracking.
机译:目的:通过在模板的整个外部喷涂低导热率的材料,并在去除后立即在表面喷涂低导热率的材料,从而减少混凝土表面的温差并防止开裂的发生。的形式。组成:将绝热材料(例如导热率极低的硬质聚氨酯)喷涂到金属框架1的整个表面并以2 cm或更大的厚度铺在其上后,放置混凝土3。固化后,将其移除,立即将隔热材料4(例如导热率极低的硬质聚氨酯泡沫)喷涂到整个混凝土表面,厚度为2 cm或更大。以此方式,刚好在放置大体积混凝土之后和在移除模板之后,可能由混凝土各部分上的不同温度变化引起的体积变化限制了自由变形,从而限制了混凝土的拉伸强度,从而拉伸可能会产生超过混凝土抗拉强度的应力,以防止开裂的发生。

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