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    • 1. 发明授权
    • Rail support arrangement
    • 铁路支援安排
    • US08857728B2
    • 2014-10-14
    • US13432695
    • 2012-03-28
    • Andrew Raymond Foan
    • Andrew Raymond Foan
    • E01B2/00E01D19/12
    • E01D19/12E01B2/003
    • An arrangement for supporting a rail extending in the longitudinal direction and having curvature, which is configured to vary, in the vertical or horizontal plane. The arrangement comprises at least one support beam extending in the longitudinal direction, the support beam having a support surface extending along its length, the support surface being curved along the length of the support beam. The arrangement further comprises at least one rail extending in the longitudinal direction and supported over the support surface of the at least one support beam.
    • 一种用于支撑在纵向方向上延伸并具有在垂直或水平平面中被配置为变化的曲率的轨道的装置。 该装置包括沿纵向方向延伸的至少一个支撑梁,支撑梁具有沿其长度延伸的支撑表面,支撑表面沿支撑梁的长度弯曲。 该装置还包括至少一个在纵向上延伸的轨道,并支撑在至少一个支撑梁的支撑表面上。
    • 3. 发明申请
    • FORM, SYSTEM AND METHOD FOR FORMING CONCRETE DIAPHRAGMS
    • 用于形成混凝土膜的形式,系统和方法
    • US20140027940A1
    • 2014-01-30
    • US14042959
    • 2013-10-01
    • NATHAN A. KUREK
    • NATHAN A. KUREK
    • E04C2/04
    • E04C2/044E01D2/02E01D19/12E04B1/215E04B1/30E04G13/04
    • A form or a series of forms for forming the bridge diaphragm from concrete material includes one or more bottom walls having an inner surface thereof abutting a bottom surface of the diaphragm. There is at least a pair of side walls upstanding on the inner surface of the bottom wall or walls at a respective longitudinal edge thereof and has an inner surface thereof abutting a respective side surface of the diaphragm. The at least the pair of side walls define each of a generally open top and a generally hollow interior of the form. There is also means for securely attaching each end of the form or series of forms to one of a side surface of at least one of the pair of longitudinal members and an end of another form for forming the diaphragm from the concrete material. Bracing of upper edges is also provided.
    • 用于从混凝土材料形成桥梁隔膜的形式或一系列形式包括一个或多个底壁,其内表面邻接隔膜的底表面。 至少一对侧壁在底壁的内表面上或其壁的相应纵向边缘处直立,并且其内表面邻接隔膜的相应侧表面。 至少一对侧壁限定了形状的大体上敞开的顶部和大致中空的内部。 还存在用于将形式或一系列形式的每个端部的每个端部牢固地附接到一对纵向构件中的至少一个的侧表面中的一个和用于从混凝土材料形成隔膜的另一形式的端部的装置。 还提供了上边缘的支撑。
    • 4. 发明申请
    • METHOD FOR BUILDING OVER AN OPENING VIA INCREMENTAL LAUNCHING
    • 通过增长启动建立开放式的方法
    • US20130139330A1
    • 2013-06-06
    • US13751918
    • 2013-01-28
    • HNTB HOLDINGS LTD.
    • THEODORE PETER ZOLI
    • E01D21/06E01D19/12
    • E01D21/065E01D11/00E01D19/12E04B7/14
    • Methods and systems for building a stress ribbon structure over an opening via incremental launching, a construction fixture, a support structure, an anchorage panel, and a stress ribbon structure are disclosed. Construction fixtures are constructed adjacent to a support structure. The stress ribbon structure is constructed in a staging area and in sections that are suspended between the construction fixtures. Anchorage panels at each end of a section engage a blister on the construction fixtures and the support structure. Completed sections are launched from the construction fixtures onto and along the support structure. Sections are individually constructed and launched and adjacent sections abut along a lateral edge. Adjacent sections are aligned by adjusting tension in integral support cables and their ends pivot or rotate about the blisters via a bearing system with both rotational flexibility and low friction to support sliding in the direction of launching.
    • 公开了用于通过增量发射,施工夹具,支撑结构,锚固板和应力带结构在开口上构建应力带结构的方法和系统。 结构固定装置被构造成与支撑结构相邻。 应力带结构构造在分段区域和悬挂在施工夹具之间的部分中。 一段的每一端的锚定板与结构固定装置和支撑结构上的泡罩接合。 完成的部分从施工工具启动并沿着支撑结构。 切片单独构造和推出,相邻部分沿着侧边缘邻接。 相邻的部分通过调整整体支撑电缆中的张力而对齐,并且其端部通过具有旋转柔性和低摩擦力的轴承系统围绕泡罩枢转或旋转以支持沿发射方向的滑动。