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31. 发明授权

US09512573B2 Bridge tie fastener system 有权
标题翻译：桥接紧固系统
公开(公告)号：US09512573B2
公开(公告)日：2016-12-06
申请号：US14465397
申请日：2014-08-21
申请人： Lewis Bolt & Nut Company
发明人： Timothy John Austin , David M. Barry , Edward Daniel Sparks, II
IPC分类号： E01D19/12 , E01B26/00
CPC分类号： E01B26/00 , E01D19/12 , Y10T29/49948
摘要： A tie fastener apparatus for attaching railroad ties to a superstructure. The apparatus comprises a threaded hook bolt, including a hook with a hook end to engage the underside of a flange of a superstructure beam. The apparatus further includes a metal member for engaging plural ties, the metal member including a tie fastener hole at plural locations, and a nut for fastening a threaded end of the threaded hook bolt for installation when the threaded hook bolt is passed through the bolt hole and optionally a washer. When the threaded hook bolt is installed, including passing a threaded end of the threaded hook bolt through the bolt hole and fastening with the nut, the hook engages the superstructure. The apparatus is installed from above the superstructure without drilling holes in ties or the superstructure, or requiring manned installation from below the superstructure.
摘要翻译：一种用于将铁路连接件附接到上部结构的拉紧装置。该装置包括螺纹钩螺栓，其包括具有钩端的钩，以接合上部结构梁的凸缘的下侧。该装置还包括用于接合多个连接件的金属构件，金属构件在多个位置处包括拉紧孔，以及用于在螺纹钩螺栓穿过螺栓孔时紧固用于安装的螺纹钩螺栓的螺纹端的螺母和可选的垫圈。当安装螺纹钩螺栓时，包括使螺纹钩螺栓的螺纹端穿过螺栓孔并与螺母紧固，钩与上部结构接合。该设备从上层建筑物上方安装，无需在连接或上层建筑中钻孔，或需要从上层建筑下方进行人工安装。

32. 发明申请

US20150139719A1 SHEAR CONNECTOR FOR CORRUGATED SHEET STEEL AND CONCRETE 有权
标题翻译：钢筋和混凝土的剪切连接器
公开(公告)号：US20150139719A1
公开(公告)日：2015-05-21
申请号：US14344917
申请日：2012-07-26
申请人： JIANGSU TRANSPORTATION RESEARCH INSTITUTE CO., LTD
发明人： Jiandong Zhang , Xinzheng Liang , Xin Wang , Duo Liu , Huaiyu Hu , Jingkun Ji
IPC分类号： E01D19/12
CPC分类号： E01D19/125 , E01D2/02 , E01D2101/268 , E04C3/293 , E04C3/294 , E04C5/0645 , Y10T403/471
摘要： A shear connector for corrugated sheet steel and concrete, comprises a flange plate welded at an upper end portion of the corrugated sheet steel, with more than one U-shaped steel channel welded in the longitudinal direction at an upper edge of the flange plate, the channel walls of each U-shaped steel channel being provided with two longitudinal sides, the left and right sides of the front and rear channel walls being respectively provided with corresponding holes or grooves, the left and right sides of the front and rear channel walls being respectively provided with corresponding holes or grooves, which penetrates and connects each of the steel channels; in the holes or grooves on the left and right sides of each U-shaped steel channel respectively, a vertically bent steel bar is provided, a bottom steel bar of each of the vertically bent steel bars penetrating the holes or grooves on the left or the right side in a longitudinal direction, both ends of the bottom steel bar being respectively bent upwards and extending to form a vertical steel bar.
摘要翻译：用于波纹板钢和混凝土的剪切连接器包括在波纹板钢的上端部焊接的凸缘板，在凸缘板的上边缘处沿着纵向焊接多于一个的U形钢槽，每个U形钢通道的通道壁设置有两个纵向侧面，前后通道壁的左侧和右侧分别设有对应的孔或槽，前后通道壁的左侧和右侧为分别设有相应的孔或槽，其穿透并连接每个钢通道; 在每个U形钢通道的左右两侧的孔或槽中分别设有垂直弯曲的钢筋，每个垂直弯曲的钢棒的底部钢筋穿过左侧的孔或槽右侧沿纵向方向，底部钢筋的两端分别向上弯曲并延伸以形成垂直钢筋。

33. 发明申请

US20130061406A1 Modular Bridge 审中-公开
标题翻译：模块化桥梁
公开(公告)号：US20130061406A1
公开(公告)日：2013-03-14
申请号：US13615163
申请日：2012-09-13
申请人： Patrick Southworth
发明人： Patrick Southworth
IPC分类号： E01D19/12
CPC分类号： E01D21/00 , E01D19/125
摘要： The description relates to modular bridges. On example of a modular bridge includes multiple parallel longitudinal modules. An individual module includes a steel superstructure embedded in a concrete deck that includes a longitudinal keyway. The concrete deck serves to maintain a longitudinal camber of the steel superstructure rather than diminishing the longitudinal camber. Adjacent parallel longitudinal modules are bolted together at adjacent opposing longitudinal keyways.
摘要翻译：描述涉及模块化桥梁。模块化桥梁的示例包括多个并行纵向模块。单个模块包括嵌入混凝土甲板中的钢上部结构，其包括纵向键槽。混凝土甲板用于保持钢上层结构的纵向弯度，而不是减小纵向弯度。相邻的平行纵向模块在相邻的相对的纵向键槽处螺栓连接在一起。

34. 发明授权

US08347441B2 Load bearing construction and method for installation 有权
标题翻译：承重结构及安装方法
公开(公告)号：US08347441B2
公开(公告)日：2013-01-08
申请号：US11482224
申请日：2006-07-07
申请人： James Thomson
发明人： James Thomson
IPC分类号： E01D19/12
CPC分类号： E02D29/045 , E21D9/005
摘要： The invention relates to a load bearing construction such as a bridge in which there is provided a deck structure which is supported by and spans at least two support portions. The invention provides for the advancement of the deck structure along said support portions and in advance of said structure excavation can occur to create the space into which the deck structure is to be advanced.
摘要翻译：本发明涉及一种承载结构，例如桥梁，其中设置有甲板结构，该甲板结构由至少两个支撑部分支撑并且跨越至少两个支撑部分。本发明提供了沿着所述支撑部分的甲板结构的推进，并且在所述结构之前，可以发生挖掘，以产生甲板结构将前进的空间。

35. 发明申请

US20120023687A1 Bridge Decking Panel With Fastening Systems 有权
标题翻译：带紧固系统的桥面板
公开(公告)号：US20120023687A1
公开(公告)日：2012-02-02
申请号：US13251662
申请日：2011-10-03
申请人： James H. Bumen
发明人： James H. Bumen
IPC分类号： E01D19/12
CPC分类号： E01D19/125 , B28B23/024 , E01D2101/268
摘要： A bridge decking panel and structures for attaching the panel to supporting bridge beams and to other such panels at abutting ends. An anchor plate assembly is cast within a paving material and has a pair of parallel runner bars extending along the decking panel and spaced apart by the width of a supporting bridge beam that is received between the runner bars. The runner bars are connected by cross bars and several studs extend from the runner bars into the paving material. Several nuts are welded to the runner bars at spaced intervals and aligned with holes through the runner bars for attachment to connecting structures.
摘要翻译：桥面板和用于将面板附接到支撑桥梁和在邻接端处的其它这种面板的结构。锚板组件被浇注在铺路材料内，并且具有一对平行的流道杆，该平行流道杆沿着甲板板延伸并且间隔开一个支撑桥梁的宽度，该支撑桥梁梁的横向宽度被容纳在流道杆之间。流道杆通过横杆连接，并且多个螺柱从流道杆延伸到铺路材料中。几个螺母以间隔的间隔焊接到流道杆上，并且与通过流道杆的孔对齐以附接到连接结构。

36. 发明申请

US20110041433A1 Method to Compress Prefabricated Deck Units with External Tensioned Structural Elements 失效
标题翻译：用外部张紧结构元件压缩预制甲板单元的方法
公开(公告)号：US20110041433A1
公开(公告)日：2011-02-24
申请号：US12857713
申请日：2010-08-17
申请人： Yidong He
发明人： Yidong He
IPC分类号： E04B1/02 , E01D19/12 , E01D21/00 , E04B7/00 , E04B5/02
CPC分类号： E04C3/26 , E01D2/02 , E01D2/04 , E01D2101/28 , E04B5/026 , E04B5/04 , E04B5/046
摘要： A structural system comprised of prefabricated deck units spaced along longitudinal load-carrying members with tensioned structural elements, typically anchored in longitudinal load-carrying members, which produce longitudinal axial compression in these units. During construction, prefabricated deck units are erected on top of and supported by the longitudinal load-carrying members via leveling devices. Leveling devices permit relative motion between the longitudinal load-carrying members and the prefabricated deck units, except at two ends of a structural unit, where deck connection units are connected to longitudinal members. In the longitudinal direction, each girder line contains more than one girder or girder segment and the girders or girder segments are not continuous during tensioning. The girder support allows the girder or girder segments to move in the longitudinal direction. When the tensioned structural elements are stressed, the longitudinal component of the tensioned structural element can become compression in the deck. Tensioned structural elements in the girder or girder segments are deviated relative to the horizontal plane of the prefabricated deck units, subsequently enhancing the load-carrying capacity of the longitudinal load-carrying members.
摘要翻译：一种结构系统，包括预制的甲板单元，其沿纵向承载构件间隔开，该构件具有张紧的结构构件，通常锚定在纵向承载构件中，这些构件在这些单元中产生纵向轴向压缩。在施工期间，预制甲板单元通过调平装置竖立在纵向承载构件的顶部并支撑。调平装置允许纵向承载构件和预制甲板单元之间的相对运动，除了结构单元的两端，其中甲板连接单元连接到纵向构件。在纵向上，每条梁线包含一个以上的梁或梁段，并且在张紧期间桁梁或大梁段不连续。大梁支撑允许梁或梁段在纵向方向上移动。当张紧的结构元件受到应力时，张紧的结构元件的纵向部件可能在甲板中变得压缩。梁或梁段中的张紧结构元件相对于预制甲板单元的水平面偏离，随后增强纵向承载构件的承载能力。

37. 发明申请

US20110030155A1 METHOD FOR BUILDING OVER AN OPENING VIA INCREMENTAL LAUNCHING 有权
标题翻译：通过增长启动建立开放式的方法
公开(公告)号：US20110030155A1
公开(公告)日：2011-02-10
申请号：US12907552
申请日：2010-10-19
申请人： Theodore Peter Zoli, III
发明人： Theodore Peter Zoli, III
IPC分类号： E01D21/00 , E01D19/12 , E01D19/14
CPC分类号： E01D21/065 , E01D11/00 , E01D19/12 , E04B7/14
摘要： 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.
摘要翻译：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。

38. 发明申请

US20100037405A1 Ramp insert 失效
标题翻译：斜坡插入
公开(公告)号：US20100037405A1
公开(公告)日：2010-02-18
申请号：US12455373
申请日：2009-06-01
申请人： Paul R. Metcalfe , Anil V. Singaraju
发明人： Paul R. Metcalfe , Anil V. Singaraju
IPC分类号： E01D19/12 , E01D1/00 , B65G69/28
CPC分类号： B65G69/30
摘要： The present invention is directed to a ramp insert for insertion between rails and/or rungs of a ramp. An embodiment of the present invention includes a body that may have an adjustable length. The body may include a first section that may include a track portion and a second section that may include a groove portion. The groove portion may be capable of fitting together with the track portion. The first or second section may be capable of slidably moving with respect to the other section via the track portion and the groove portion. The ramp insert may be placed between the rails and/or rungs of the ramp whereby the ramp insert may be adjusted to various lengths. Since the ramp insert may be adjusted to various lengths, the ramp insert may fit many different kinds of ramps having various widths.
摘要翻译：本发明涉及用于在斜坡的轨道和/或梯级之间插入的斜坡插入件。本发明的实施例包括可以具有可调长度的主体。主体可以包括可以包括轨道部分的第一部分和可以包括凹槽部分的第二部分。槽部分可以与轨道部分配合。第一或第二部分可以能够经由轨道部分和槽部分相对于另一部分滑动地移动。坡道插入件可以放置在斜坡的轨道和/或梯级之间，由此斜坡插入件可以被调节到各种长度。由于斜坡插入件可以被调节到各种长度，所以斜面插入件可以配合许多不同种类的具有各种宽度的斜面。

39. 发明申请

US20090301024A1 Modular Decking System And An Improved Tread And Bearer Locating System Therefor 有权
标题翻译：模块化装甲系统及改进的踏板和承载定位系统
公开(公告)号：US20090301024A1
公开(公告)日：2009-12-10
申请号：US12375319
申请日：2007-06-27
申请人： Guy Robert Rischmueller , Franek Savarton
发明人： Guy Robert Rischmueller , Franek Savarton
IPC分类号： E01D19/12 , E01C15/00
CPC分类号： E01D19/125 , E01D2101/26
摘要： A tread and bearer member locating system for a modular decking system, the modular decking system including decking in the form of a plurality of treads, and the decking being carried by one or more bearer members. The treads are elongate and have a longitudinal axis, a topside, an underside and a lateral width. The tread and bearer member locating system includes treads and bearer members, wherein the underside of at least one tread includes, at or near each end thereof, a bearer member receiving area, at least one of the bearer member receiving areas being bound longitudinally between a pair of spaced apart, downwardly extending locating projections, and laterally between opposed coupling members capable of, in use, coupling with correspondingly shaped coupling members in adjacent treads.
摘要翻译：用于模块化甲板系统的胎面和承载构件定位系统，模块化甲板系统包括多个胎面形式的甲板，以及由一个或多个承载构件承载的甲板。胎面是细长的并且具有纵向轴线，顶侧，下侧和横向宽度。胎面和承载构件定位系统包括胎面和承载构件，其中至少一个胎面的下侧在其每个端部或其附近包括承载构件接收区域，承载构件接收区域中的至少一个纵向地在一对间隔开的向下延伸的定位突起，并且横向地在相对的联接构件之间，能够在使用中与相邻胎面中的相应形状的联接构件联接。

40. 发明授权

US07207079B2 Bridge deck panels, fabrication methods and use 失效
标题翻译：桥面板，制造方法和用途
公开(公告)号：US07207079B2
公开(公告)日：2007-04-24
申请号：US10398587
申请日：2001-08-31
申请人： Stephen John Kennedy
发明人： Stephen John Kennedy
IPC分类号： E01D19/12
CPC分类号： B32B15/08 , B29C70/745 , B29L2009/003 , B29L2024/006 , B32B5/18 , B32B7/08 , B32B15/06 , B32B27/065 , B32B2250/40 , B32B2607/00 , B63B3/14 , B63B5/00 , B63B2005/245 , E01D19/125 , E01D2101/30 , E01D2101/40 , E04C2/292 , E04C2/34 , E04C2/3405 , E04C2002/3477
摘要： Bridges decks or panels for bridge decks made of a metal-plastic-metal sandwich with the plastic bonded to the metal plates so as to transfer shear forces therebetween. The sandwich plates may be constructed with either a solid plastic core or a composite core consisting of plastic, metal plates or structural shapes and forms within or without a frame of girders. Sandwich plate bridge panels without peripheral metal frames are held together only by the adhesion of the plastic to the metal plates.
摘要翻译：用金属塑料 - 金属三明治制成的桥面板桥板或板，塑料与金属板接合，以便在其间传递剪切力。夹层板可以由固体塑料芯或由塑料，金属板或结构形状组成的复合芯构成，并在框架内或框架内形成。没有外围金属框架的三明治板桥面板仅通过塑料与金属板的粘合而保持在一起。

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