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    • 32. 发明授权
    • Prefabricated building foundation element
    • 预制建筑基础元素
    • US5433049A
    • 1995-07-18
    • US20180
    • 1993-02-22
    • Goran KarlssonErik Thelberg
    • Goran KarlssonErik Thelberg
    • E04C2/26E02D27/01E02D27/02E02D31/02E04B1/00E04B1/76E02D27/00E04C2/00
    • E02D31/02E02D27/02E04B1/0007E04B2001/7679
    • The prefabricated creep foundation in accordance with the invention is a building system for the laying of the foundations for a heated building with a beam structure above an enclosed, unventilated creep space. The foundations are constructed from base plates made of concrete, foundation beams made of concrete with internal cellular plastic, and ventilation grids for ventilation. The foundation beams consist of an externally reinforced high concrete slab with thick, cast-on-cellular plastic insulation on the inside. The creep space can be inspected more easily thanks to the considerable height of the foundation beams. The thick cellular plastic insulation on the foundation beams enables surplus heat to be utilized, so that the laying of the foundations can take place at a reduced foundation depth. The foundations can be laid using a crane, and can be adapted to the requirements of the project. The invention also relates to a method and means for the production of elements from which the foundations can be constructed.
    • 根据本发明的预制蠕变基础是一种建筑系统,用于在被封闭的,不通风的蠕变空间上方的梁结构中铺设用于加热建筑物的地基。 地基由混凝土制成的基板,由内部多孔塑料的混凝土制成的基础梁和通风网构成。 基础梁由外部加固的高混凝土板组成,内部具有厚实的多孔塑料绝缘层。 由于基础梁的高度相当可以更容易地检查蠕变空间。 基础梁上的厚的蜂窝状塑料绝缘体使得能够利用多余的热量,使得基座的铺设可以在基础深度减小的地方进行。 基础可以使用起重机铺设,并且可以适应项目的要求。 本发明还涉及用于生产可以构建基础的元件的方法和装置。
    • 35. 发明授权
    • Seismic anchor
    • 地震锚
    • US4987708A
    • 1991-01-29
    • US410257
    • 1989-09-21
    • Jeffrey S. Wilcox
    • Jeffrey S. Wilcox
    • E04B1/00E04B1/98E04H9/02
    • E04B1/0007E04B1/98E04H9/021E04B2001/2684
    • The invention is for an anchor for securely mounting an article of furniture to a support surface. The anchor comprises a shank having a head at one end thereof and abutment means longitudinally spaced away from the head, and a mechanical fastener that is movably secured to the shank between the head and the abutment means. The anchor further comprises means for attaching the article of furniture to the shank, said means being adapted to be mounted to the article of furniture and having an opening received over the head of the shank. The anchor also comprises means positioned between the article attaching means and the head of the shank for selectively retaining the article attaching means on the shank. The mechanical fastener is adjusted to bear against the article attaching means to securely mount the article of furniture to the support surface.
    • 本发明是用于将家具制品牢固地安装到支撑表面上的锚固件。 该锚固件包括在其一端具有头部的柄和与头部纵向间隔开的抵靠装置,以及可移动地固定到头部和邻接装置之间的柄部的机械紧固件。 锚固件还包括用于将家具物品附接到柄部的装置,所述装置适于安装到家具制品上并且具有容纳在柄部的头部上的开口。 锚固件还包括位于物品附接装置和柄部的头部之间的装置,用于将物品连接装置选择性地保持在柄上。 机械紧固件被调节以抵靠物品连接装置,以将家具制品牢固地安装到支撑表面上。
    • 37. 发明授权
    • Pedestal mounted house and method
    • 基座安装房屋和方法
    • US4807418A
    • 1989-02-28
    • US86913
    • 1987-08-19
    • Jean C. FergusonTilmoth H. Inman, II
    • Jean C. FergusonTilmoth H. Inman, II
    • E02D27/00E04B1/00E04B1/34E04B1/35E04H1/02
    • E02D27/00E04B1/0007E04B1/3408E04H1/02
    • A method of constructing a house of the type mounted on a pedestal. The house has exterior walls which overhang the perimeter of the pedestal on at least two sides thereof to define at least one vertically unsupported corner and is characterized by permitting the unsupported corner or corners of the house to transmit floor, wall and roof loads laterally inwardly to supporting members. The method includes the steps of constructing a pedestal to support the house above grade, and then constructing a floor truss system from a plurality of intersecting trusses mounted on the pedestal, the truss system extending outwardly beyond the perimeter of the pedestal on at least two sides to define at least one corner area not supported for vertical load transfer. Then, a floor is secured to the floor truss system, the floor being constructed of connected-together stress skin panels comprising a core of expanded polystyrene bonded to and sandwiched between relatively thin sheathing. Exterior walls are erected around the perimeter of the floor truss system and onto the floor to define the enclosure of the house, the exterior walls being constructed of stress skin construction panels connected-together to form an integral load-bearing structure supporting its own weight, and the weight of the unsupported corners and transferring the weight thus supported laterally to the load-bearing floor trusses and pedestal.
    • 一种构造安装在基座上的类型房屋的方法。 房屋具有外墙壁,其外壁至少在其两侧伸出基座的周边,以限定至少一个垂直未支撑的角部,其特征在于允许房屋的未支撑的拐角或角落横向向内传递地板,墙壁和屋顶的载荷, 支持会员 该方法包括以下步骤:构造一个支架以支撑高于档次的房屋,然后从安装在基座上的多个相交的桁架构建地板桁架系统,桁架系统在至少两侧向外延伸超过基座的周边 以定义至少一个不支持垂直负载传输的角落区域。 然后,将地板固定在地板桁架系统上,地板由连接在一起的应力皮肤板构成,其中包括粘结在相对薄的护套之间并夹在相对较薄的护套之间的发泡聚苯乙烯纤维芯。 外墙围绕地板桁架系统的周边架设在地板上以限定房屋的外壳,外墙由连接在一起的应力皮肤结构板构成,以形成支撑其自身重量的整体式承载结构, 以及未支撑的角部的重量,并将由此横向支撑的重物转移到承重地板桁架和基座。
    • 38. 发明授权
    • Mining support pillars
    • 采矿支柱
    • US4770564A
    • 1988-09-13
    • US139151
    • 1987-12-28
    • Leon Dison
    • Leon Dison
    • E04B1/00E04B2/02E21D15/48E02D15/00
    • E21D15/483E04B1/0007E04B2/02
    • A mining support pillar adapted to provide support between the floor and the roof of a mine, includes particulate material within an envelope of synthetic plastics sheet material, and a plurality of layers of reinforcing material of ductile metal at different elevations in or between layers of the particulate material. The ductile metal has an elongation of at least one-sixth, and preferably more than one-fifth, say, one-quarter or more. The particulate material may be in the form of a plurality of building elements arranged in successive courses on top of one another. The layers of reinforcing material may be provided within at least some of the building elements, or between at least some of the courses. The building elements, singly or in groups, are sheathed or wrapped in synthetic plastics sheet material.
    • 适于在地板和矿山顶部之间提供支撑的采矿支撑柱包括合成塑料板材的封套内的颗粒材料,以及在层之间或层之间不同高度处的多层可延展金属的增强材料 颗粒材料。 延展性金属具有至少六分之一的延伸率,优选地大于五分之一,四分之一或四分之一以上。 颗粒材料可以是以彼此之上的连续路线布置的多个建筑元件的形式。 增强材料层可以设置在至少一些建筑构件中,或者在至少一些坡道之间。 建筑元件,单独或分组,被包覆或包裹在合成塑料板材中。
    • 40. 发明授权
    • Prefabricated laboratory unit and octane analyzer
    • 预制实验室单位和辛烷值分析仪
    • US4342219A
    • 1982-08-03
    • US227106
    • 1980-11-28
    • William Stirling
    • William Stirling
    • B01L99/00E04B1/00E04H5/02G01L23/22
    • B01L9/54E04B1/0007E04H5/02
    • A prefabricated laboratory unit is provided having walls, a floor and a ceiling forming an integral transportable unit. To provide a vibration-free mounting for laboratory apparatus within the laboratory the floor (4) of the unit has a hole (17) therein through which a prepared foundation (18) is exposed. Mounted on the floor of the unit above the hole (17) is a plinth (15) which is lowerable through the hole when the laboratory is in position onto the prepared foundation by means of jacks (16). The plinth provides a vibration-free mounting for the apparatus. Preferably the laboratory is fitted out as a self-contained octane analyzer unit comprising a reference engine mounted on the plinth and also housing a control console and comparator unit for the comparison of octane ratings during inline gasoline blending.
    • PCT No.CPC / GB80 / 00085 Sec。 371日期1980年11月28日第 102(e)日期1980年11月28日PCT提交1980年5月9日PCT公布。 公开号WO80 / 02578 日期为1980年11月27日。提供了一个预制实验室单元,其具有形成整体运输单元的墙壁,地板和天花板。 为了在实验室内为实验室设备提供无振动安装,该单元的地板(4)具有一个孔(17),准备好的基座(18)通过该孔露出。 安装在孔(17)上方的单元的地板上的是底座(15),当实验室借助于千斤顶(16)就位于准备好的基座上时,该底座可以通过孔较低。 底座为设备提供无振动安装。 优选地,实验室被安装为独立的辛烷分析器单元,其包括安装在底座上的参考发动机,并且还容纳控制控制台和比较器单元,用于比较在线汽油混合期间的辛烷值。