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    • 91. 发明授权
    • Modular construction system
    • 模块化施工系统
    • US5359825A
    • 1994-11-01
    • US822615
    • 1992-01-17
    • George D. Makarov
    • George D. Makarov
    • E04B1/04E04B5/04
    • E04B1/04E04B5/04
    • A modular construction system includes a plurality of coupled construction modules, with each module having a number of generally upright wall panels interconnected to define an enclosed interior space of preferred dimension. Construction modules are arranged in a vertical stack, with each module having a plurality of floor panels supported by the load bearing wall panels of an underlying module. Each load bearing wall panel is formed of reinforced concrete and has a pair of spaced apart L-shaped support columns. An integral lateral beam extends transversely between the support columns and has a substantially horizontal flange for supporting floor slabs of an overlying construction module. Bottom ends of the columns extend downwardly below the lower edge of the beam to define a narrow elongated trimming, whereby vertical loads associated with a supported overlying structure are transferred solely to the corners of the construction module.
    • 模块化结构系统包括多个联接的结构模块,其中每个模块具有互连以限定优选尺寸的封闭内部空间的多个大致直立的壁板。 结构模块布置成垂直堆叠,每个模块具有由下层模块的承载墙板支撑的多个地板镶板。 每个承重墙板由钢筋混凝土制成,并具有一对间隔开的L形支撑柱。 整体横梁横向延伸在支撑柱之间,并且具有用于支撑上覆结构模块的楼板的基本上水平的凸缘。 柱的底端在梁的下边缘向下延伸以限定窄的细长修剪,由此与支撑的上覆结构相关联的垂直载荷仅被转移到施工模块的角部。
    • 94. 发明授权
    • Building construction method and concrete panel for use therein
    • 建筑施工方法和混凝土面板
    • US5138813A
    • 1992-08-18
    • US570516
    • 1990-08-21
    • Frank J. CooneyDonald H. Dworkes
    • Frank J. CooneyDonald H. Dworkes
    • E04B1/04E04C2/04E04C2/38E04C2/52
    • E04C2/382E04B1/043E04C2/044E04C2/526
    • A pre-fabricated cement or concrete panel and an improved system for building construction using such panels is provided. The concrete panel has a threaded tubular connector (concrete insert) imbedded therein for receipt of a bolt. The tubular connector has a head portion, a spaced flange portion and a tubular bolt receiving body portion for receipt of the securing bolt. The flange is securely attached to the tubular bolt receiving body by any convenient method such as welding or crimping. Reinforcement bars are imbedded in the panels on each side adjacent to the periphery of the panel. The flange is placed at a predetermined position between the head and the open end of the bolt receiving body. The predetermined distance between the flange and the head is dependent on the diameter of the reinforcement bars. The distance is selected to allow receipt of reinforcing bars which are placed around the periphery of the cement panels so that the bars sit on the flange and nest against the bolt body in pressure engagement between the bolt head and the flange.
    • 提供了一种预制水泥或混凝土面板以及一种改进的使用这种面板的建筑结构系统。 混凝土板具有嵌入其中的用于接收螺栓的螺纹管状连接器(混凝土插入件)。 管状连接器具有头部,隔开的凸缘部分和用于接收固定螺栓的管状螺栓容纳主体部分。 法兰通过任何方便的方法(如焊接或卷曲)牢固地连接在管状螺栓接收体上。 加强筋镶嵌在与面板周边相邻的每侧的面板中。 凸缘被放置在螺栓接收体的头部和开口端之间的预定位置处。 凸缘和头部之间的预定距离取决于钢筋的直径。 该距离被选择为允许接收围绕水泥板的周边放置的钢筋,使得杆位于凸缘上并且在螺栓头和凸缘之间的压力接合中抵靠螺栓本体。
    • 96. 发明授权
    • Concrete building construction
    • 混凝土建筑施工
    • US4901491A
    • 1990-02-20
    • US267971
    • 1988-11-07
    • Donald W. Phillips
    • Donald W. Phillips
    • E04B1/04
    • E04B1/04
    • A building comprises a plurality of concrete corner posts connected by generally planar vertical concrete wall panels. The wall panels include an enlarged footer which rests on an underlying ground surface, as opposed to being connected to an underlying poured concrete foundation. The wall panels include a central web having vertical ribs on the sides extending into the interior of the building. The wall panels are connected to each other and to the corner posts by welding together metal straps embedded in the concrete wall panels and corner posts. The exterior of the wall panels comprise the exterior of the building and may be finished by tinting the concrete before pouring, by exposing some of the aggregate in the panel or other conventional techniques. The interior of the wall panels are typically finished by securing insulation to the space between the ribs of the panels and then covering the interior with paneling or drywall.
    • 建筑物包括通过大致平面的垂直混凝土墙板连接的多个混凝土角柱。 墙板包括放置在下面的地面上的放大的脚跟,而不是连接到下面的浇筑的混凝土基础上。 墙板包括中央腹板,在其两侧延伸进入建筑物内部的垂直肋条。 通过将嵌入在混凝土墙板和角柱中的金属带焊接在一起,墙板彼此连接并连接到角柱。 墙板的外部包括建筑物的外部,并且可以通过在浇筑之前着色混凝土来完成,通过在面板中暴露某些骨料或其他常规技术。 壁板的内部通常通过将绝缘件固定到面板的肋之间的空间来完成,然后用镶板或干墙覆盖内部。
    • 99. 发明授权
    • Method of forming a composite wall for a building structure
    • 形成建筑结构的复合墙的方法
    • US4619032A
    • 1986-10-28
    • US758321
    • 1985-07-24
    • David A. Sudrabin
    • David A. Sudrabin
    • E04B1/04B23P19/04
    • E04B1/04Y10T29/49888Y10T29/49895Y10T29/49908Y10T29/49915
    • In the Fibrestone Building Construction a thin fiber reinforced wall formed of sprayed concrete and short lengths of fibers, such as glass fibers, forms the outer shell of the wall exposed to atmosphere. An inner load supporting structure is secured to the inner surface of the outer shell. This load supporting structure consists for example of a metal frame aligned with the inner surface of the shell, and spaced metal studs. A differential of temperature exists between the outer surface of the fiber reinforced shell subjected to atmospheric temperatures and the inner load supporting structure because the inner members are shielded from atmospheric temperatures by the outer shell. The outer and inner members of the wall being formed of different materials have different coefficients of expansion when subjected to varying temperatures. Therefore, if the outer and inner members are directly connected by metallic connectors, welded or otherwise secured, the connectors will be subjected to severe loading which will eventually break the connectors loose from one of the members. These difficulties can be overcome by employing a plurality of flex tie connectors having one end bonded to the inner surface of the outer shell and the other end connected to the metallic studs or to the frame, preferably at two spaced points remotely spaced from the inner surface of the outer shell.
    • 在Fibrestone建筑施工中,由喷射混凝土和短长度的纤维(如玻璃纤维)形成的薄纤维增强壁形成暴露于大气层的壁的外壳。 内部负载支撑结构固定到外壳的内表面。 该负载支撑结构例如由与外壳的内表面对准的金属框架和间隔开的金属螺柱构成。 由于内部构件被外壳与大气温度隔离,所以在受到大气温度的纤维增强外壳的外表面和内部负载支承结构之间存在温差。 由不同材料形成的壁的外部和内部构件在经受变化的温度时具有不同的膨胀系数。 因此,如果外部和内部构件通过金属连接器直接连接,焊接或以其他方式固定,则连接器将受到严重的负载,最终会使连接器从其中一个构件松动。 这些困难可以通过使用多个挠性连接件来克服,该挠性连接件的一端与外壳的内表面结合,另一端连接到金属螺柱或框架,优选地在与内表面远离的两个间隔的位置处 的外壳。
    • 100. 发明授权
    • Apparatus for construction of concrete walls
    • 混凝土墙体施工设备
    • US4562989A
    • 1986-01-07
    • US657111
    • 1984-10-02
    • Herman Scheller
    • Herman Scheller
    • E04G11/28E04G11/20E04B1/04E04B1/16
    • E04G11/28
    • A concrete forming system for constructing small diameter concrete columns with a refractory liner on the inside of the column wall. The present invention supports the inner and outer forms for the column wall on jacking frames which travel vertically on jacking beams attached to the wall. Loads created by plastic concrete are resisted by a system of radial supports which are attached to the inner concrete shaping forms and are supported by the jacking beams and jacking frames. After a portion of the column wall is poured, the next higher portion of the concrete column wall is formed by advancing the jacking frames and the concrete shaping forms upwardly along the jacking beams and reattaching lower sections of the jacking beams at the top of the jacking beams in order to provide a continuous track. The jacking frames and forms are raised on the jacking beams after a portion of the column wall is poured and the next higher portion of the concrete column wall is to be formed. The present invention also provides a similar radial supported form system enabling the refractory liner to be cast in place. Alternatively, a work platform is provided to enable a precast refractory liner to be installed.
    • 一种混凝土成型系统,用于在柱壁的内侧构造具有耐火材料衬套的小直径混凝土柱。 本发明支撑用于在附接到壁上的顶起梁上垂直行进的顶升框架上的柱壁的内部和外部形式。 由塑料混凝土产生的载荷由径向支撑系统抵抗,该系统附接到内部混凝土成形形式,并由顶起梁和起重框架支撑。 在浇筑一部分柱壁之后,混凝土柱壁的下一较高部分是通过将顶起的框架和混凝土成型形式沿着起重梁向上推进而形成的,并且在顶起顶部的顶部梁上重新附接下部 梁,以提供连续的轨道。 在顶壁的一部分被浇注并且要形成混凝土柱壁的下一较高部分之后,顶起的框架和形式在顶起梁上升起。 本发明还提供了类似的径向支撑的形式系统,使耐火材料衬里能够铸造就位。 或者,提供工作平台以使得能够安装预制耐火材料衬里。