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    • 121. 发明授权
    • Form assembly for concrete slabs and methods of assembling same
    • 混凝土板的组装及其组装方法
    • US09145679B2
    • 2015-09-29
    • US13523125
    • 2012-06-14
    • Don Francis Ahern
    • Don Francis Ahern
    • E04C2/06E04C2/38E04C5/06E04B5/04E04C5/16E04C2/28
    • E04C2/06E04B5/04E04C2/28E04C2/38E04C2/384E04C5/0627E04C5/166
    • A form assembly includes an outer frame having a predefined shape. The frame includes at least two segments that are coupled together at a coupling portion. Each segment includes a first flange and a second flange positioned a predefined distance from the first flange. The first flange includes openings that extend substantially therethrough and the second flange includes openings that extend substantially therethrough and that are substantially concentrically aligned with the first flange openings. A lifting apparatus is positioned in a location that is bounded by the frame. Rebar members are coupled to the frame such that at least a portion of one of the rebar members is positioned within one first and second flange openings. At least four rebar segments are coupled to the lifting apparatus such that the rebar segments define an X-shape within the form assembly to facilitate maintaining the frame in the predefined shape.
    • 一种形式组件包括具有预定形状的外框架。 框架包括在联接部分处联接在一起的至少两个段。 每个部分包括第一凸缘和与第一凸缘预定距离定位的第二凸缘。 第一凸缘包括基本贯穿其中延伸的开口,并且第二凸缘包括基本贯穿其中延伸并且基本上与第一凸缘开口同心对准的开口。 升降装置位于由框架限定的位置。 钢筋构件联接到框架,使得其中一个钢筋构件的至少一部分定位在一个第一和第二凸缘开口内。 至少四个钢筋段联接到提升装置,使得钢筋段在模板组件内限定X形以便于将框架保持在预定形状。
    • 126. 发明申请
    • METHOD OF MAKING COMPOSITE STONE PANELS
    • 制作复合石板的方法
    • US20140182777A1
    • 2014-07-03
    • US14197846
    • 2014-03-05
    • ForzaStone LLC
    • Curtis RayGeoff Habicht
    • B32B37/14
    • B32B37/14E04C2/26E04C2/28E04C2/292E04C2/365E04F13/144E04F13/147Y10T29/49629Y10T156/1052Y10T428/24149Y10T428/24628Y10T428/24967Y10T428/24975Y10T428/266
    • A composite stone panel can comprise a stone slab. A partially metallic panel backer is coupled to the stone slab and can further comprise a core material layer, a first interface layer disposed on a first surface of the core material layer, and a second interface layer disposed on a second surface of the core material layer opposite the first metal interface layer. The stone slab can further comprise a length greater than 1.2 meters (m), a width greater than 0.6 m, and a thickness in a range of 0.2-1.5 centimeters (cm). The core material layer can comprise a thickness greater than 3.75 millimeters and can further comprise polyethylene and optional fibers. The first and second interface layers can comprise a thickness of aluminum in a range of 0.21 millimeters (mm) to 0.30 mm. Accordingly, the composite stone panel can comprises a thickness in a range of 0.6-3.0 cm.
    • 复合石板可以包括石板。 部分金属板支撑件联接到石板,并且还可以包括芯材料层,设置在芯材料层的第一表面上的第一界面层和设置在芯材料层的第二表面上的第二界面层 与第一金属界面层相对。 石板还可以包括长度大于1.2米(m),宽度大于0.6米,厚度在0.2-1.5厘米(cm)的范围内。 芯材料层可以包括大于3.75毫米的厚度,并且还可以包括聚乙烯和任选的纤维。 第一界面层和第二界面层可以包括在0.21毫米(mm)至0.30mm范围内的铝厚度。 因此,复合石板可以包括0.6-3.0cm的厚度。
    • 127. 发明申请
    • STRUCTURAL PANEL UNIT AND METHOD OF ASSEMBLING SAME
    • 结构面板单元及其组装方法
    • US20140154522A1
    • 2014-06-05
    • US14008400
    • 2011-03-31
    • Christopher Hendrikus Johannes Gerritsen
    • Christopher Hendrikus Johannes Gerritsen
    • E04C2/36E04C2/28
    • E04C2/36E04C2/28Y10T29/49629Y10T428/1234Y10T428/24174
    • Structural panel unit (10) comprising a first plate (11) and continuous web members (13, 14) extending along intersecting directions so as to support the plate (11), the web members (13, 14) being each slotted (141, 131) partway through at their intersections so that they fit into one another, the web members comprising first web members (13) and second web members (14), wherein the first web members (13) are so disposed as to have slots (131) open towards the first plate (11) in which slots (131) fit the second web members (14), wherein the first web members (13) are united to the first plate (11) thereby interlocking the second web members (14), and wherein the second web members (14) are linked to the first plate (11) by no other means than by interlocking with the first members (13). According to another aspect, web members extending along one of said intersecting directions can optionally comprise first partway through slots open towards one side and second partway through slots open towards the opposite side, the first and second slots fitting into intersecting web members. A method of assembling a structural panel unit according to the latter aspect is provided as well.
    • 结构面板单元(10)包括第一板(11)和沿着相交方向延伸以便支撑板(11)的连续腹板构件(13,14),所述腹板构件(13,14) 131)在它们的交叉点处分开,使得它们彼此配合,所述腹板构件包括第一腹板构件(13)和第二腹板构件(14),其中第一腹板构件(13)被设置成具有狭槽(131 )朝向第一板(11)打开,其中槽(131)装配在第二腹板构件(14)上,其中第一腹板构件(13)联合到第一板(11),从而互锁第二腹板构件(14) ,并且其中所述第二腹板构件(14)通过除了与所述第一构件(13)互锁之外的其它方式连接到所述第一板(11)。 根据另一方面,沿着所述相交方向之一延伸的腹板构件可以可选地包括通过朝向一侧开口的狭槽的第一中部,以及通过朝向相对侧开口的狭槽的第二中部,所述第一和第二狭槽配合到相交的腹板构件中。 还提供了根据后一方面的组装结构面板单元的方法。
    • 128. 发明申请
    • LACED COMPOSITE SYSTEM
    • LACED复合系统
    • US20140134395A1
    • 2014-05-15
    • US14130865
    • 2012-07-05
    • COUNCIL OF SCIENTIFIC & INDUSTRIAL RESEARCH
    • Anandavalli NarayananLakshmanan NarayananNagesh R. IyerRajasankar JayachandranAmar Prakash
    • E04C2/28E04C3/293
    • E04C2/28E04C3/293E04H9/04Y10T428/24033Y10T428/24331
    • The present invention relates to a laced composite system with high rotational capacity and ductility which resists the suddenly applied dynamic loads by undergoing excessive plastic deformation, while still maintaining the integrity of the system. The laced composite system comprising, a sandwiched filler material between upper and lower cover plates (1); the said cover plates being provided with the plurality of perforations (2) along the length, plurality of reinforcing members (3) being passed through the said perforations to connect the said cover plates leaving bent edges of the reinforcing members projecting outside the cover plates, plurality of transverse/cross rods (4) being attached at the outer side of the said cover plates through the space available in between the cover plates and bends of the reinforcing members projecting outside the cover plates to hold the said reinforcing members in order to enhance the ductility and rotational capacity of the said laced composite system. This invention has been particularly developed for resisting suddenly applied dynamic
    • 本发明涉及具有高旋转能力和延展性的带状复合材料系统,其通过承受过度塑性变形而抵抗突然施加的动态载荷,同时仍保持系统的完整性。 所述带状复合系统包括在上盖板和下盖板(1)之间的夹层填料; 所述盖板沿着长度设置有多个穿孔(2),多个加强构件(3)穿过所述穿孔以连接所述盖板,留下加强构件的突出在盖板外侧的弯曲边缘, 多个横/横杆(4)通过盖板之间的空间和突出在盖板外侧的加强件的弯曲部分之间的空间附着在所述盖板的外侧,以保持所述加强件以增强 所述镶嵌复合系统的延展性和旋转能力。 本发明特别开发用于抵抗突然应用的动态
    • 129. 发明申请
    • COMPOSITE STONE PANELS
    • 复合石板
    • US20140134392A1
    • 2014-05-15
    • US13972799
    • 2013-08-21
    • ForzaStone LLC
    • CURTIS RAYGEOFF HABICHT
    • E04C2/28
    • B32B37/14E04C2/26E04C2/28E04C2/292E04C2/365E04F13/144E04F13/147Y10T29/49629Y10T156/1052Y10T428/24149Y10T428/24628Y10T428/24967Y10T428/24975Y10T428/266
    • A composite stone panel can comprise a stone slab. A partially metallic panel backer is coupled to the stone slab and can further comprise a core material layer, a first interface layer disposed on a first surface of the core material layer, and a second interface layer disposed on a second surface of the core material layer opposite the first metal interface layer. The stone slab can further comprise a length greater than 1.2 meters (m), a width greater than 0.6 m, and a thickness in a range of 0.2-1.5 centimeters (cm). The core material layer can comprise a thickness greater than 3.75 millimeters and can further comprise polyethylene and optional fibers. The first and second interface layers can comprise a thickness of aluminum in a range of 0.21 millimeters (mm) to 0.30 mm. Accordingly, the composite stone panel can comprises a thickness in a range of 0.6-3.0 cm.
    • 复合石板可以包括石板。 部分金属板支撑件联接到石板,并且还可以包括芯材料层,设置在芯材料层的第一表面上的第一界面层和设置在芯材料层的第二表面上的第二界面层 与第一金属界面层相对。 石板还可以包括长度大于1.2米(m),宽度大于0.6米,厚度在0.2-1.5厘米(cm)的范围内。 芯材料层可以包括大于3.75毫米的厚度,并且还可以包括聚乙烯和任选的纤维。 第一界面层和第二界面层可以包括在0.21毫米(mm)至0.30mm范围内的铝厚度。 因此,复合石板可以包括0.6-3.0cm的厚度。