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RESIDENTIAL HOUSE brownfield

机译:住宅楼Brownfield

摘要

Use: for the reconstruction of multi-storey residential brick, panel buildings, as well as mixed with the carcasses of the superstructure and extension floors of residential, administrative and public buildings with built-in multi-storey parking area.; SUMMARY: Residential building secondary building includes an old part of the building 1 and attached part 2, a common monolithic reinforced concrete ceiling 13 and the suspended portion 3 in several floors. Fundam 4 adjoined overbuilt 2 and 3 parts of the house is in the form of bored piles 11 arranged along the outer walls of the old bearing parts of the building in the region of at least one passage on each side. Built on stilts 11 twin columns 12, one at the height of the old part of the building, the other in the entire height of the building. At the level of coverage of the old building columns 12 mounted on total reinforced concrete ceiling 13 and floor 14 of each overbuilt floor portion 3 to form an independent carrying frame 15 adjoined overbuilt 2 and 3 parts of the house. Overlapping 14 overbuilt part 3 are monolithic, with the creation of the stiffness in the drive level of overlap. Common overlapping 13 is monolithic with the box-orthogonal directions situated in the cabling prestressed or precast reinforcement metal structures 16x. The old part of the building 1 is reinforced guyed armature 16 located on the surface of the supporting walls and ceilings in the diagonal and orthogonal directions and anchored on pillars 12. The design of the house provides increased load-bearing capacity, while minimizing the extent of accidents installation and operation of the building and provide comfort to inhabitants of the old part of the building . 4 z.p.f .; 5 yl.
机译:用途:用于多层住宅砖,板式建筑的重建,以及与具有多层停车场的住宅,行政和公共建筑的上层建筑和延伸层的cas体混合使用;发明内容:住宅建筑物二级建筑物包括建筑物1的旧部分和附接部分2,共同的整体式钢筋混凝土天花板13和位于多个楼层中的悬挂部分3。与房屋的过度建造的2部分和3部分邻接的Fundam 4为钻孔桩11的形式,该钻孔桩沿着建筑物的旧轴承部分的外壁布置在每侧至少一个通道的区域中。建立在高跷11双柱12上,一个在建筑物的旧部分的高度,另一个在建筑物的整个高度。在覆盖旧建筑柱12的水平上,该柱安装在总钢筋混凝土天花板13和每个超建地板部分3的地板14上,以形成独立的承载框架15,该独立承载框架15与房屋的超建房屋2和3部分邻接。重叠部分14的重叠部分3是整体的,在重叠的驱动水平上产生了刚度。共同的重叠部分13是单片的,其盒正交方向位于电缆中的预应力或预制钢筋金属结构16x中。建筑物1的老部分是加固的衔铁16,其沿对角线和正交方向位于支撑墙和天花板的表面上,并锚固在支柱12上。房屋的设计提供了更大的承重能力,同时将其范围最小化建筑物意外事故的安装和操作,并为建筑物老部分的居民提供舒适。 4 z.p.f。; 5 yl。

著录项

  • 公开/公告号RU66387U1

    专利类型

  • 公开/公告日2007-09-10

    原文格式PDF

  • 申请/专利权人

    申请/专利号RU20070110337U

  • 申请日2007-03-21

  • 分类号E04G23/00;

  • 国家 RU

  • 入库时间 2022-08-21 20:30:16

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