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METHOD TO MANUFACTURE REINFORCED CONCRETE FRAME OF RESIDENTIAL, PUBLIC, INDUSTRIAL BUILDINGS, GARAGES AND PARKING LOTS

机译:制造住宅,公共,工业建筑物,车库和停车场的钢筋混凝土框架的方法

摘要

FIELD: construction.;SUBSTANCE: method includes erection of pillars, manufacturing of slabs with two hidden crossbars with biaxial pre-stressing along the vertical line, tightening of stressed reinforcement elements. Stressed reinforcing elements are arranged in the form of ropes with a shell with lubrication. Stressed reinforcing elements are tightened in two rows along the height in turns through one. Upper row ropes are tightened along the epure of moments. Pillars of adjacent floors from tube confined concrete are joined with the help of an adapter in the form of a pipe with four consoles for installation of stressed reinforcement onto them. In consoles there are holes provided for bar reinforcement. Between hidden crossbars in the span and along axes the slab is made as ribbed with the help of moulds for puncheons. Ropes in the shell are tightened after slab pouring with concrete and its maintenance to the required strength.;EFFECT: higher reliability of building resistance to vertical seismic loads, increased frame span, reduced labour intensiveness, cost and process cycle of erection.;2 dwg
机译:领域:建筑;实体:方法包括竖立立柱,制造带有两个隐藏的横杆的平板,并沿垂直线施加双轴预应力,拧紧受力的加固元件。受应力的增强元件以绳的形式布置,并带有润滑的外壳。应力增强元件沿高度依次分为两排。上排绳索在瞬间出现时被拉紧。由管约束混凝土制成的相邻楼层的支柱在管子形式的适配器的帮助下进行连接,该适配器具有四个控制台,用于在其上安装受力钢筋。控制台上有孔用于加固钢筋。在跨度和沿轴的隐藏横梁之间,借助冲孔器的模具将肋板制成肋状。用混凝土浇筑板后将壳中的绳索收紧并保持所需的强度。效果:建筑物抵抗垂直地震载荷的可靠性更高,框架跨度更大,降低了劳动强度,安装成本和安装周期; 2 dwg

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