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51. 发明公开

US20230167613A1 VIADUCT STRUCTURE 审中-公开
公开(公告)号：US20230167613A1
公开(公告)日：2023-06-01
申请号：US18153081
申请日：2023-01-11
申请人： Jianyou WANG
发明人： Jianyou WANG
IPC分类号： E01D2/00 , E01D19/02 , E01D19/12
CPC分类号： E01D2/00 , E01D19/02 , E01D19/125 , E01D2101/24
摘要： Provided is a viaduct structure. The viaduct structure consists of steel bridge columns, steel plate girders, a bridge deck bottom steel plate, bridge deck side steel plates and cement-gravel concrete, where the steel bridge columns, the steel plate girders and the bridge deck bottom steel plate are welded to one another to form the ceiling type steel architecture, the bridge deck side steel plates are welded to the bridge deck bottom steel plate, and the cement-gravel concrete is poured in a groove-like structure formed by the bridge deck side steel plates and the bridge deck bottom steel plate. The viaduct structure has the advantages of a firm structure, a thin bridge deck, the thin steel plate girders, a low height of the bridge deck, no plywoods required for pouring, convenient construction, low waste, a low material consumption, a low construction cost, a short construction period, etc.

52. 发明授权

US11453036B2 Shallow single plate steel tub girder 有权
公开(公告)号：US11453036B2
公开(公告)日：2022-09-27
申请号：US16901045
申请日：2020-06-15
申请人： Samuel, Son & Co., Limited
发明人： Daniel Stancescu
IPC分类号： B21B1/095 , E01D2/00 , E04C3/07 , E01D2/04 , E04C3/293 , E04C3/04
摘要： A shallow single plate cold roll formed steel tub girder member is fabricated from unheated steel plate material by a cold roll-forming process which eliminates longitudinal welds and induces camber in the tub girder member.

53. 发明申请

US20220205193A1 LONG SPAN POST TENSIONED BRIDGE DESIGNS 有权
公开(公告)号：US20220205193A1
公开(公告)日：2022-06-30
申请号：US17402667
申请日：2021-08-16
申请人： AEEE Capital Holding & Advisory Group
发明人： Mohamed J. Said
IPC分类号： E01D2/00 , E01D19/12 , E01D21/00 , C04B20/00 , C04B14/06 , C04B14/28 , C04B18/14
摘要： A precast concrete beam is provided in construction of a long span bridge structure. The beam is formed of a plurality of aligned modular elements each formed of prestressed UHPC mix as a unitary body. The UHPC mix includes discontinuous fibers distributed randomly throughout a concrete matrix. Each modular element is aligned modular and connected by an epoxy grout to adhering adjacent element joints. Finally, post-tensioning of the entire beam reinforces and affixes the plurality of aligned modular elements into a single long span beam.

54. 发明申请

US20210310261A1 MOULDING UNIT FOR GIRDER CONSTRUCTION BY MEANS OF QUICK-ASSEMBLY SYSTEMS 有权
公开(公告)号：US20210310261A1
公开(公告)日：2021-10-07
申请号：US17267569
申请日：2019-08-08
申请人： SUSTAINABLE BUILDING S.L.
发明人： Alberto ALARCÓN GARCÍA
IPC分类号： E04G13/04 , E01D2/00 , E01D21/00 , E04G15/00
摘要： The invention relates to a unit that comprises a closing piece arranged on a horizontal surface onto which side panels are secured, for which purpose the closing piece has side perforations arranged longitudinally and in line with projections that the side panels have on their lower edge. The side panels are vertically secured onto the closing piece via clips or the like secured onto the closing pieces. Thanks to the structural features of the parts and their engaging design, an assembly is obtained which is easy to assemble and dismantle, allowing girders to be built directly on site, as well as allowing the removal of forms from girders with complex geometries (holes, section reductions, etc.).

55. 发明申请

US20210025120A1 Bridge Construction System and Method 有权
公开(公告)号：US20210025120A1
公开(公告)日：2021-01-28
申请号：US16938885
申请日：2020-07-24
申请人： Andy Vanaman
发明人： Andy Vanaman
IPC分类号： E01D21/00 , E01D19/12 , E01D2/00 , E01D18/00
摘要： The bridge construction system and method according to the present invention provides a lightweight, efficient, economical, long-lasting, and easily implemented composite steel structure that can be filled with concrete in place for the construction of pedestrian and smaller road bridges, specifically those found in rural areas. The bridge construction system of the present invention is unique in that it is a steel-frame reinforced composite bridge with decking and rebar caging that provides a permanent, non-removable form for poured-in-place concrete. The composite nature of the bridge allows for installation of the bridge to take place in one day, while the entire process from site preparation such as grading and excavation to cleanup takes a week or less. The quick installation of the bridge is designed to have a minimally invasive impact on the surrounding environment.

56. 发明授权

US10407851B2 Overhead guided-transport track span, and viaduct formed by such spans 有权
公开(公告)号：US10407851B2
公开(公告)日：2019-09-10
申请号：US15506715
申请日：2015-08-20
申请人： SYSTRA
发明人： Serge Montens
IPC分类号： E01D19/12 , E01B2/00 , E01D2/00
摘要： The invention relates to an overhead guided-transport track span having a U-shaped cross section, the two arms of which form lateral walls (4, 5) of said track, and the central region of which, connecting the two arms, forms a load-bearing slab (6) of said track, characterised in that said load-bearing slab (6) comprises at least one groove (10, 11) that is provided in said slab longitudinally along said span and is designed to be able to receive a running support (12, 13) of a guided-transport vehicle intended to travel on said track.

57. 发明授权

US10329720B2 Pre-engineered flat-pack bridge 有权
公开(公告)号：US10329720B2
公开(公告)日：2019-06-25
申请号：US15755981
申请日：2016-09-01
申请人： CAPITAL PROJECT MANAGEMENT PTY LTD
发明人： Brian Athol Nelson , Kenneth John Knuckey
IPC分类号： E01D2/00 , E01D21/00 , E01D19/10
摘要： A variably dimensionable bridge (10) comprising pre-engineered components provided in a kit. The pre-engineered components are constructed of fiber reinforced polymer (FRP) composite material and include at least one floor module (14) for providing a floor; at least two girders (12) for providing opposing substantial vertical sides; and at least two cross beams (16) to lend support to the girders (12). A is a method for constructing a bridge (10) of variable dimensions comprising the use of pre-engineered components provided in a flat-pack kit.

58. 发明授权

US09340666B2 Use of recycled plastics for structural building forms 有权
公开(公告)号：US09340666B2
公开(公告)日：2016-05-17
申请号：US13895536
申请日：2013-05-16
申请人： Rutgers, The State University of New Jersey
发明人： Jennifer Lynch , Thomas Nosker , Richard Lehman , James D. Idol , Kenneth Van Ness , Richard W. Renfree
IPC分类号： C08L33/06 , C08L33/12 , E01B3/44 , E01D2/00 , E01D2/02 , E01D19/12 , E04C3/28 , C08L23/06 , E01D101/40
CPC分类号： C08L33/12 , C08L23/06 , E01B3/44 , E01D2/00 , E01D2/02 , E01D19/125 , E01D2101/40 , E04C3/28
摘要： Modular plastic structural composites formed from a mixture of (A) high density polyolefin and one or both of: (B) a thermoplastic-coated fiber material, or (C) polystyrene, poly(methyl methacrylate), or a combination thereof. Composites molded in the form of I-Beams and bridges constructed therefrom are also disclosed.

59. 发明申请

US20050108981A1 Work method for filling grout into inner cable of post tension system pc structure 审中-公开
标题翻译：填充灌浆到后张力系统pc内部电缆的工作方法
公开(公告)号：US20050108981A1
公开(公告)日：2005-05-26
申请号：US10510029
申请日：2003-05-30
申请人： Tsutomu Kadotani , Hidetoshi Miyauchi , Hiroshi Muguruma , Yusuke Kumamoto , Shin Narui , Yoshitaka Nishida , Motoo Shimizu
发明人： Tsutomu Kadotani , Hidetoshi Miyauchi , Hiroshi Muguruma , Yusuke Kumamoto , Shin Narui , Yoshitaka Nishida , Motoo Shimizu
IPC分类号： E01D1/00 , E01D2/00 , E01D19/16 , E01D101/24 , E01D101/40 , E04C5/10 , E04G21/12 , E04B1/00
CPC分类号： E04C5/10 , E01D19/16
摘要： In the present invention, testing is performed by injecting grout (G) into a full-scale specimen comprising a cable that is fabricated at a place other than a construction site. The cable has a sheath made of a transparent material and has the same three-dimensional configuration as that of an internal cable (2°) at the construction site. Alternatively, grout (G) is injected into a partial specimen comprising a lengthwise part of the cable where an air trap is likely to occur. The testing is performed under a plurality of different testing conditions. The best grouting conditions are selected from testing results and applied to grouting actually carried out at the construction site. With the conventional method of grouting an internal cable of a post-tensioned prestressed-concrete structure, it is difficult to check at the construction site whether or not the internal cable is filled with grout without an air trap remaining therein because the cable is laid in concrete and hence the sheath (3′) is hidden by the concrete. It is possible according to the present invention to provide a post-tensioned prestressed-concrete structure free from an air trap (V) in the sheath and hence free from the danger of corrosion or breaking of prestressing steel used in the cable.
摘要翻译：在本发明中，通过将灌浆（G）注入到包括在施工现场以外的地方制造的电缆的全尺寸试样来进行试验。电缆具有由透明材料制成的护套，并且具有与施工现场的内部电缆（2°）相同的三维构造。或者，将浆料（G）注入包括可能发生空气阱的电缆的纵向部分的部分样品。测试在多个不同的测试条件下进行。最佳灌浆条件选自试验结果，适用于施工现场实际进行的灌浆。采用传统的注浆后预应力混凝土结构内部电缆的方法，难以在施工现场检查内部电缆是否填充有水泥浆，而不会留下空气阱，因为电缆铺设在混凝土，因此护套（3'）被混凝土隐藏。根据本发明，可以提供一种在护套中没有空气阱（V）的后张紧的预应力混凝土结构，因此没有在电缆中使用的预应力钢的腐蚀或断裂的危险。

60. 发明授权

US6138793A Work platform for use on bridges 失效
公开(公告)号：US6138793A
公开(公告)日：2000-10-31
申请号：US888271
申请日：1997-07-03
申请人： Lambros Apostolopoulos
发明人： Lambros Apostolopoulos
IPC分类号： E01D2/00 , E01D19/10 , E04G3/00 , E04G3/14
CPC分类号： E01D19/106
摘要： A work platform for use on bridges wherein a plurality of cables extend along a section of the bridge in spaced relation below the deck or roadway and steel support structure of the bridge, which cables are supported at opposite ends by either the steel support structure of the bridge or by the spaced-apart vertical piers of the bridge, and wherein a plurality of platform flooring panels or sections are supported on the cables, extend laterally of the cables, are arranged side-by-side along the section of the bridge such as between the piers and are removably secured to the cables. In one aspect the cables are connected at each end exclusively to the bridge piers, and in another aspect the cables are connected at each end exclusively to the bridge steel structure. In the latter instance, there is provided the capability of installation on skewed or angled bridge sections. In both aspects there is capability of adjustment in vertical and horizontal directions. The platform flooring sections comprise elongated rectangular corrugated decking panels and are arranged in end-to-end overlapping relation transversely of the cables, side-to-side overlapping relation along the bridge and with the corrugations extending transversely of the cables. The corrugations maximize the strength-to-weight ratio of the platform flooring and provide recesses or receptacles to contain debris and facilitate its collection and removal. Each of the platform flooring sections is releasably connected at spaced locations to the supporting cables on which it rests. This is provided by connector assemblies comprising a first part which engages the upper surface of the flooring section and the cable and a second part which engages the upper surface of the flooring section, the two parts being removably connected together through a small opening in the flooring. As a result, individual flooring sections can be removed to provide access through the flooring in emergency or critical situations while at the same time allowing the remainder of the flooring to retain collected debris. A connector assembly also is provided which has a manually operated lever for selectively placing the connector assembly in clamped or un-clamped positions relative to the cable and flooring section. The corrugated decking panels can be provided with hinged plates for covering the corrugations to provide a substantially flat surface over the panels.

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