首页> 外国专利> COLD BRIDGE PREVENTING STRUCTURE OF FIRST-STORY FLOOR CONCRETE PART IN EXTERNAL HEAT INSULATED STEEL STRUCTURE

COLD BRIDGE PREVENTING STRUCTURE OF FIRST-STORY FLOOR CONCRETE PART IN EXTERNAL HEAT INSULATED STEEL STRUCTURE

机译:隔热钢结构第一层楼混凝土构件的防冷桥结构

摘要

PROBLEM TO BE SOLVED: To prevent cold-bridge action which is transmitted from the surface of foundation concrete into a building constructed on the foundation concrete. ;SOLUTION: A heat insulating plate 2 is placed to abut to the overall periphery of the outside surface of foundation concrete 1, and the upper surface S1 of an outside part formed by the upper end face of the heat insulating plate 2 and by the upper surface of the concrete serves as a part for placing a composite panel W and is made lower down to an inside part than a concrete floor face S0 by a gap G from the inner surface of the composite panel W installed. Equal angle steel 3 is secured to the outer end of the foundation concrete 1, with one side of the steel 3 being coplanar with the upper surface S1 of the outside part, and a support bolt 16 at the lower end of the composite panel W is supported by the upper surface of the angle steel, and an air-impermeable heat insulating material 20 is packed into the gap E between the upper surface S1 of the outside part and the lower surface S2 of the panel W. Therefore, cold-bridge action into the building is prevented from the outer peripheral surface of the foundation concrete 1 as well as from the outside boundary between the foundation concrete 1 and a heat-insulating exterior wall material.;COPYRIGHT: (C)1999,JPO
机译:要解决的问题:防止冷桥作用从基础混凝土的表面传递到在基础混凝土上建造的建筑物中。 ;解决方案:放置一块隔热板2,使其紧靠基础混凝土1外表面的整个外围,而外表面的上表面S 1 则由外表面的上端面形成。隔热板2和混凝土的上表面用作放置复合板W的部分,并比混凝土地板面S 0 低至内部距离为安装的复合板W的内表面。等角钢3固定在基础混凝土1的外端,钢3的一侧与外部的上表面S 1 共面,并且支撑螺栓16位于外表面。复合板W的下端由角钢的上表面支撑,并且不透气的绝热材料20填充在外部的上表面S 1 之间的间隙E中。因此,防止了从基础混凝土1的外周面以及从基础混凝土之间的外边界进入建筑物的冷桥作用。 1和一种隔热外墙材料。;版权所有:(C)1999,日本特许厅

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