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METHOD FOR BUILDING THE DWELLING MULTISTOREY FRAME-HOUSES

机译:建造住宅多层框架房屋的方法

摘要

The method for building dwelling multistorey frame-house with the outer mounted brick walls and composite frame made of elements of typical nomenclature includes installation by coordinate grid, in plane, of flat frames, with formation of main inter-storey floors by consoles of the columns, with placing the floor slabs by main girth rails, and with making intermediate floors in height of the columns; at that the outer mounted walls, together with the main and the intermediate floors, use up the bearing ability of the elements of the frames. Besides that, between the limiting columns one makes as well the inner mounted brick walls, and the slabs of the intermediate floor rest on the outer and the inner mounted brick walls; at that the bearing-mounted brick walls formed are in two levels made with height applicable for dwelling premises, those together are equal to the height of the columns between the consoles; the bearing ability of the slabs of the intermediate floor is taken according to the normative loading for dwelling houses, and for the slabs of the main floor û as its multiple; this corresponds to the public or industrial supplementary buildings; at that the bearing ability of the slabs of the main floor is used up by one-time loading from intermediate floor.
机译:用外部安装的砖墙和由典型名称的元素制成的复合框架建造多层框架房屋的方法包括在平面上通过坐标网格在平面框架中进行安装,并通过立柱的控制台形成层间主层,通过主围栏梁放置地板,并在立柱高度上制造中间地板;因为外部安装的壁以及主层和中间层会消耗框架元素的承载能力。除此之外,在限制柱之间还形成内部安装的砖墙,并且中间地板的平板放置在外部和内部安装的砖墙上。所形成的承重砖墙分为两层,其高度适用于住宅,其高度等于控制台之间立柱的高度;中层楼板的承载力是根据住宅的规范荷载来确定的,而主层楼板û的承载力应为其倍数;这对应于公共或工业附属建筑;这是因为主地板的承压能力被中间地板的一次荷载所消耗。

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