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METHOD FOR CONSTRUCTING BUILDING ELEMENTS / CONSTRUCTION ELEMENTS FROM MONOLITHIC REINFORCED CONCRETE (OPTIONS)

机译:用整体钢筋混凝土(选件)构造建筑元素/施工元素的方法。

摘要

1. The method of erecting vertical structures of a building / structure of reinforced concrete consists in the installation of reinforcement of the concreted tier with its dressing with the releases of the reinforcement of the underlying tier, by setting the formwork, the concrete volume of the tier is formed into which the concrete is laid, while before laying concrete, in the upper level of the tier along the concrete vertical structure, removable single and vertically oriented formwork elements are installed, which after ki concrete structures formed in the vertical cavity open from above, but before concreting the overlying tiers of shuttering elements is recovered and produce concrete laying overlying tiers with filling concrete yarusa.2 underlying cavities. The method according to claim 1, wherein the cavities in the vertical structures are formed by formwork elements in the form of a predominantly truncated cone and / or pyramid, the larger base of which is oriented upwards. The method of erecting the floor of a building / structure of reinforced concrete consists in the fact that previously, with the help of removable formwork elements, cavities open from above are formed in vertical monolithic structures in accordance with p. with releases of reinforcement of the vertical structures of the underlying tier, and then produce the laying of concrete floors with concrete filling cavities in vertical structures of the underlying layer, and at the final stage of setting concrete of the overlap, begin
机译:1.竖立建筑物/钢筋混凝土结构的垂直结构的方法包括:安装混凝土层的增强层,并对其进行修整,并释放下层的增强层,方法是设置模板,即混凝土的体积形成一层用于放置混凝土的层,而在铺设混凝土之前,沿着混凝土垂直结构在层的上层中,安装可移动的单个和垂直定向的模板元素,这些元素在垂直空腔中形成的混凝土结构从以上,但在混凝土浇筑之前,先对模板的上层进行回收,并用填充的混凝土yarusa.2底层空腔生产混凝土上层。 2.根据权利要求1所述的方法,其特征在于,所述垂直结构中的空腔由主要为截头圆锥形和/或棱锥形式的模板元件形成,所述模板元件的较大基部向上定向。竖立钢筋混凝土的建筑物/结构的地板的方法的事实在于,在以前,借助于可移动的模板元件,根据p在垂直的整体结构中形成了从上方开口的空腔。释放底层的垂直结构的钢筋,然后在底层的垂直结构中铺设带有混凝土填充腔的混凝土地板,并在设置重叠混凝土的最后阶段开始

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