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    SYSTEM FOR AN ARCH BRIDGE AND METHODS OF PRODUCING THE SAME
    1.
    发明申请
    SYSTEM FOR AN ARCH BRIDGE AND METHODS OF PRODUCING THE SAME 有权

    公开(公告)号：US20230057146A1

    公开(公告)日：2023-02-23

    申请号：US17445531

    申请日：2021-08-20

    Applicant: Structure Sight LLC, dba Pretek Group

    Inventor： Jeffrey J. Von Handorf ,  Tommy E. Nicholson

    IPC: E01D4/00 ,  E01D21/00 ,  E01D19/02

    Abstract: An arch bridge system including first and second side walls, a foundation, and arch beams. The first and second side walls each include side wall sections supported by the foundation and aligned along the width of the system. Adjacent side wall sections form a column therebetween that defines an interior void extending along a height of the column. A first end of each arch beam is supported at the first side wall at an upper portion of one of the columns and a second end is supported at the second side wall at an upper portion of another one of the columns. Each interior void has reinforced concrete forming cast-in-place columns defining rigid, fixed, monolithic connections between the foundation, the first and second side walls, and the plurality of arch beams. A method of producing an arch bridge system is also disclosed.

    Adjustable Modules for Variable Depth Structures
    5.
    发明申请
    Adjustable Modules for Variable Depth Structures 审中-公开

    公开(公告)号：US20170101748A1

    公开(公告)日：2017-04-13

    申请号：US15292801

    申请日：2016-10-13

    Applicant: University of Notre Dame du Lac ,  HNTB Corporation

    Inventor： Ashley Thrall ,  Theodore P. Zoli, III ,  Yao Wang

    IPC: E01D6/00 ,  E04C3/08 ,  E01D4/00

    CPC classification number: E01D6/00 ,  E01D4/00 ,  E01D15/133 ,  E04C3/08 ,  E04C3/40 ,  E04C2003/0491

    Abstract: This disclosure presents a new strategy for modular construction: an adjustable module. This disclosure develops a new adjustable module comprised of a four-bar linkage which can form more efficient variable depth structures. Applications can include rapidly erectable bridges, roofs, buildings, and grid shells, among others. This disclosure provides specific detail related to rapidly erectable bridge applications for variable depth arch forms. Existing rapidly erectable, steel panelized bridge systems have limited material efficiency as they are comprised of rigid modules in a girder-type configuration. This disclosure shows that the module can form variable depth three- and two-hinged arches which increase the material efficiency. The module and other arch components can be made of standard rolled steel sections, thereby forming a versatile, kit-of-parts systems.

    PRECAST CONCRETE BRIDGE UNIT AND HEADWALL ASSEMBLY AND METHOD OF PRODUCTION
    6.
    发明申请
    PRECAST CONCRETE BRIDGE UNIT AND HEADWALL ASSEMBLY AND METHOD OF PRODUCTION 审中-公开
    预制混凝土桥梁组件和总成本及生产方法

    公开(公告)号：US20160376756A1

    公开(公告)日：2016-12-29

    申请号：US14751540

    申请日：2015-06-26

    Applicant: Jeffrey J. Von Handorf ,  Tommy E. Nicholson

    Inventor： Jeffrey J. Von Handorf ,  Tommy E. Nicholson

    IPC: E01F5/00 ,  E01D4/00

    CPC classification number: E01D4/00 ,  E01D19/005 ,  E01D21/00 ,  E01D2101/26

    Abstract: A method of producing a precast concrete bridge and headwall assembly, includes the steps of casting a reinforced concrete bridge unit having a top wall connecting opposite side walls, releasably attaching a series of counterfort forms to the top wall of the bridge unit at laterally spaced intervals between the side walls, and positioning the bridge unit with a first side supported by a horizontal casting surface, wherein the top wall is positioned adjacent a casting framework and a bottom edge of the counterfort forms is located adjacent the casting framework. The method further includes precasting a concrete headwall unit onto the casting surface, precasting a series of counterfort members into the counterfort forms before the headwall has completely hardened, removing the series of counterfort forms from the top wall of the bridge unit; and removing the headwall and counterfort members as a unit from the bridge unit.

    Abstract translation: 一种生产预制混凝土桥梁和头墙组件的方法，包括以下步骤：浇铸具有连接相对侧壁的顶壁的钢筋混凝土桥梁单元，以可横向间隔的间隔将一系列不利形式可拆卸地附接到桥式单元的顶壁 在所述侧壁之间，并且将所述桥接单元与由水平铸造表面支撑的第一侧定位，其中所述顶壁邻近铸造框架定位，并且所述抵靠形式的底部边缘邻近所述铸造框架定位。 该方法还包括将混凝土顶壁单元预先浇注到铸造表面上，在顶壁已经完全硬化之前，预先将一系列抵抗构件预制成不透气构件，从桥接单元的顶壁去除一系列不利形式; 并从桥梁单元中移除作为一个单元的头部和后部构件。

    Arch Structure
    7.
    发明申请
    Arch Structure 有权
    拱结构

    公开(公告)号：US20100024320A1

    公开(公告)日：2010-02-04

    申请号：US11947781

    申请日：2007-11-30

    Applicant: Moshe Benjamin Kanner

    Inventor： Moshe Benjamin Kanner

    IPC: E04B1/32 ,  E01D4/00

    CPC classification number: E01D4/00 ,  E04B1/3205

    Abstract: This invention concerns an arch structure. In particular, the invention relates to an arch structure comprised of at least two segments which are rotatably linked to each other via hinges or equivalent means to form a continuous bendable chain of attached segments. The segments have magnets above the rotatable or hinged link on opposed end faces, positioned to oppose magnets on confronting end faces of adjacent arch segments, with like poles facing one another, thereby creating a repulsion force. The repulsion force inhibits the arch segments from being brought together and into contact. Due to this effect, the aggregate of the arch segments define an arcuate path (convex upward), maintained by the repulsion forces of the magnets.

    Abstract translation: 本发明涉及拱形结构。 特别地，本发明涉及一种拱形结构，其包括至少两个通过铰链或等效装置可旋转地相互连接的部分，以形成连续的可连接链条。 这些段具有位于相对端面上的可旋转或铰链连杆上方的磁体，定位成与相邻拱形段的相对端面上的磁体相对，具有相同的磁极彼此面对，从而产生排斥力。 排斥力阻止拱形部分接合并接触。 由于这种效果，拱形段的骨料限定了由磁体的排斥力维持的弧形路径（向上凸起）。

    Reinforcement structure of truss bridge or arch bridge
    8.
    发明授权
    Reinforcement structure of truss bridge or arch bridge 失效
    桁架桥或拱桥的加固结构

    公开(公告)号：US06892410B2

    公开(公告)日：2005-05-17

    申请号：US10653173

    申请日：2003-09-03

    Applicant: Mitsuhiro Tokuno ,  Fumihiro Saito ,  Seio Takeshima ,  Yoshiaki Nakai

    Inventor： Mitsuhiro Tokuno ,  Fumihiro Saito ,  Seio Takeshima ,  Yoshiaki Nakai

    IPC: E01D1/00 ,  E01D4/00 ,  E01D6/00 ,  E01D22/00 ,  E01D19/00

    CPC classification number: E01D1/005 ,  E01D6/00 ,  E01D22/00

    Abstract: Through co-action between auxiliary triangular structural frames, which are each constructed at opposite ends of a truss girder or arch girder, and a cable stretched between the auxiliary triangular structural frames, an upwardly directed force is exerted to the truss girder or arch girder, thereby effectively inducing a load resisting force. A reinforcement structure of a truss bridge or arch bridge is comprised of a truss girder or arch girder, a first and a second end of which are each provided with a main triangular structural frame. The main triangular structural frame is provided at an inner side thereof with an auxiliary triangular structural frame. The auxiliary triangular structural frame is joined at vertexes thereof with frame structural elements at respective sides of the main triangular structural frame. A cable extends in a longitudinal direction of the truss bridge, being stretched between a nearby part of a joined part at one of the vertexes of the auxiliary triangular structural frame on a side of the first end of the truss girder or arch girder and a nearby part of a joined part at a corresponding one of the vertexes of the auxiliary triangular structural frame on a side of the second end of the truss girder or arch girder. Deflecting structure, adapted to exert a downwardly directed force to the cable, is inserted between the cable and a lower chord of the truss girder or arch girder so as to tension the cable, and an upwardly directed force is exerted to the lower chord by a reaction force attributable to tension of the cable via the deflecting structure.

    Abstract translation: 通过在桁架梁或拱梁的相对端构造的辅助三角形结构框架之间的协同作用和在辅助三角形结构框架之间延伸的缆索，向上的力施加到桁架梁或拱梁， 从而有效地引起承载力。 桁架桥或拱桥的加固结构由桁架梁或拱梁组成，其桁架梁或拱梁的第一和第二端分别设有主三角形结构框架。 主三角形结构框架的内侧设有辅助三角形结构框架。 辅助三角形结构框架的顶点在主三角形结构框架的相应侧与框架结构元件连接。 电缆沿着桁架桥的纵向方向延伸，在辅助三角形结构框架的一个顶点处的桁架梁或拱形梁的第一端的一侧的接合部分的附近部分和附近 在桁架梁或拱形梁的第二端侧的辅助三角形结构框架的相应一个顶点处的接合部分的一部分。 适于向电缆施加向下定向的力的偏转结构被插入在电缆和桁架梁或拱形梁的下弦之间，以便拉紧电缆，并且向上的力通过一个 由于电缆通过偏转结构的张力引起的反作用力。

    Tension members for erecting structures
    9.
    发明授权
    Tension members for erecting structures 失效
    用于竖立结构的张紧构件

    公开(公告)号：US6138309A

    公开(公告)日：2000-10-31

    申请号：US988140

    申请日：1997-12-10

    Applicant: Maher K. Tadros ,  Christopher Y. Tuan

    Inventor： Maher K. Tadros ,  Christopher Y. Tuan

    IPC: E01D1/00 ,  E01D4/00

    CPC classification number: E01D1/005 ,  E01D2101/285 ,  E01D2101/40 ,  Y10T29/49623

    Abstract: A tension member is provided for use in erecting structures that has an elongated body with an outer wall defining an inner space. A tendon extends from one end of the body to the other within the defined inner space. The tendon has a tension force placed upon it. Concrete material is added to the inner space to form a concrete holding member which surrounds the tendon and which is in turn surrounded by the outer wall. The concrete holding member thus contacts the tendon and, upon curing, maintains the tension force placed upon the tendon. The tension member is placed in compression when the tension force is released from the tendon. In another aspect of the present invention, an arch member is provided for use as a compression member in a bridge. The arch member has an elongated arcuate body with an outer wall defining an inner space. The inner space of the body is filled with a concrete so that the body provides support for the concrete.

    Abstract translation: 提供了一种用于竖立结构的张紧构件，该结构具有细长体，其外壁限定内部空间。 腱从身体的一端在限定的内部空间内延伸到另一端。 腱具有放置在其上的张力。 将混凝土材料添加到内部空间中以形成围绕腱的混凝土保持构件，并且其又被外壁包围。 混凝土保持构件因此接触腱，并且在固化时保持放置在腱上的张力。 当张力从肌腱释放时，张力构件被压缩。 在本发明的另一方面，提供了一种用作桥梁中的压缩构件的拱形构件。 拱形构件具有细长的弓形体，其具有限定内部空间的外壁。 身体的内部空间充满混凝土，使得身体为混凝土提供支撑。

    Precast concrete bridge
    10.
    发明授权
    Precast concrete bridge 失效
    预制混凝土桥

    公开(公告)号：US4587684A

    公开(公告)日：1986-05-13

    申请号：US541925

    申请日：1983-10-14

    Applicant: George R. Miller

    Inventor： George R. Miller

    IPC: E01D4/00 ,  E01D19/04 ,  E01D7/00 ,  E01D19/00 ,  E01D19/06 ,  E01D19/12

    CPC classification number: E01D19/04 ,  E01D4/00 ,  E01D2101/28

    Abstract: A bridge is made from a plurality of precast arcuate spans of reinforced concrete disposed side by side between concrete facia. The facia project upwardly to an elevation above the crown of the spans. Elongated rods join the spans to each other and to the facia.

    Abstract translation: 桥梁由在混凝土面之间并排设置的多个预制拱形跨距的钢筋混凝土制成。 面板向上突出到跨越冠顶的高度。 细长的杆连接跨越彼此和面。

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