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    • 3. 发明专利
    • Underground depository unit
    • 地下储藏室
    • JPS59206527A
    • 1984-11-22
    • JP8119583
    • 1983-05-10
    • Daiki Kk
    • ISHIKAWA YOSHITAKA
    • E04H1/02E02D29/00E04B1/00E04B5/43E04F19/08
    • E04B1/0007
    • PURPOSE:To increase the capacity of an underground depository unit without the need to alter the distance between struts to support floor boards by a method in which plural struts are erectly provided on supports provided on the floor of the underground depository unit and projected upwards from the unit to support the floor board and sleepers. CONSTITUTION:A depository unit 1 is set on a foundation B formed under the ground, pasts 5 are erectly set on post fixers 14, and soil is packed into the surrounding space of the unit 1. Struts 9 are erectly set on footings 90, and sleepers 8 are laid on the upper ends of the struts 9 and the posts 5. Floor joists 7 are placed on the sleepers 8 and floor boards 6 are placed on the floor joists 7. The entrance 60 of the floor boards 6 is positioned above the opening 10 of the unit 1, and the opening 10 and the entrance 60 are led through connectors 2 and port frames 3. A fall preventive net (n) is laid on the port frame 3, and a cover 4 is fitted above the net (n).
    • 目的:增加地下储存单位的能力,而不需要通过一种方法来改变支柱之间的距离来支撑地板,其中将多个支柱竖立地设置在设置在地下储存单元的地板上的支架上并从 单位支持地板和枕木。 构成:存放单元1设置在地下形成的地基B上,5号立柱固定在固定件14上,土壤被包装在单元1的周围空间中。支柱9竖立设置在基座90上, 枕木8放置在支柱9和柱5的上端。地板托架7放置在轨枕8上,地板6放置在地板托梁7上。地板6的入口60位于 单元1的开口10,开口10和入口60被引导通过连接器2和端口框架3.防水网(n)铺设在端口框架3上,并且盖4安装在网上( N)。
    • 7. 发明专利
    • Underground reinforced concrete structure
    • 地下加固混凝土结构
    • JPS59177429A
    • 1984-10-08
    • JP4895483
    • 1983-03-25
    • Koichi UemuraMakoto Uemura
    • UEMURA KOUICHIUEMURA MAKOTO
    • E04H1/02E02D29/00E04B1/00E04H9/00E04H9/12
    • E04B1/0007E04H9/12
    • PURPOSE:To shorten the construction process of an underground structure by a method in which iron bars, formwork with interiors and formwork with exteriors are set in a factory, and both the formworks are clamped and fixed with bolts and nuts. CONSTITUTION:In a factory, iron bars 1 are set, framework for window and pipeline sleeve 5 are attached to the iron bars 1, and conventional formworks 2 are fabricated on the faces corresponding to the upper and lower floors of a structure. A formwork 3 with interiors 3' for heat insulation, water proofing and sound proofing is set on a face corresponding to the inner walls of the structure, and a formwork 6 with exteriors 6' is set on a face corresponding to the outer face of the structure. Both the formworks 3 and 6 are clamped and fixed with bolts 4 and nuts 4' to form a skeleton framework. The skeleton framework is installed through concrete on a foundation work 9, concrete is placed into the space between the formworks 3 and 6 of the skeleton framework, and the space between the formwork 6 and the sheathing work 12 is backfilled with soil.
    • 目的:通过在工厂内设置铁杆,内部模板和外墙模板的方法,缩短地下结构的施工过程,两个模具都用螺栓和螺母夹紧固定。 规定:在工厂中,设置铁杆1,将窗框和管道套管5的框架连接到铁杆1,并且在与结构的上部和下部楼层相对应的面上制造常规的模板2。 在与该结构的内壁相对应的面上设置有隔热,防水,隔音的3'内部的模板3,将外观6'的模板6设置在与外部面 结构体。 模板3和6都用螺栓4和螺母4'夹紧固定,形成骨架。 骨架框架通过混凝土在基础工件9上安装,混凝土被放置在骨架框架的模板3和6之间的空间中,模板6和护套12之间的空间用土壤填充。