BRIDGE SYSTEM AND METHOD INCLUDING FOUR SIDED CONCRETE BRIDGE UNITS ADAPTED FOR PROMOTING SEDIMENTATION
    1.
    发明公开

    公开(公告)号:EP3164545A1

    公开(公告)日:2017-05-10

    申请号:EP15814307.3

    申请日:2015-06-25

    IPC分类号: E01F5/00

    CPC分类号: E01F5/005 E02B3/02

    摘要: A system providing environmentally friendly pathway tunnel utilizes bridge units having a bottom configuration with multiple elongated beams and slots. One or more of the beams includes upstanding sedimentation members that are spaced apart along a span of the tunnel. The system interacts with the flowing water and earthen material in the flowing water such that capture and settling of the earthen material at locations along the tunnel occurs to produce a more natural water flow pathway along the tunnel.

    摘要翻译: 提供环境友好的通道隧道的系统利用具有多个细长梁和槽的底部构造的桥接单元。 一个或多个梁包括沿着隧道的跨度间隔开的直立的沉降构件。 该系统与流动的水中的流动的水和土壤物质相互作用,使得沿着隧道的位置捕获和沉积土壤材料,以产生沿着隧道的更自然的水流通道。

    CONCRETE BRIDGE SYSTEM AND RELATED METHODS
    4.
    发明公开
    CONCRETE BRIDGE SYSTEM AND RELATED METHODS 有权
    混凝土桥

    公开(公告)号:EP2812491A1

    公开(公告)日:2014-12-17

    申请号:EP13746873.2

    申请日:2013-01-31

    IPC分类号: E01F5/00

    CPC分类号: E01F5/005 B28B1/14 B28B7/02

    摘要: A concrete culvert assembly includes a set of spaced apart elongated footers, a plurality of precast concrete culvert sections supported by the footers. Each concrete culvert section has an open bottom, an arch-shaped top wall and spaced apart side walls to define a passage thereunder, each of the side walls extending downward and outward from the top wall. Each of the side walls has a substantially planar inner surface and a substantially planar outer surface. First and second haunch sections each join one of the side walls to the top wall. Each side wall is tapered from top to bottom such that a thickness of each side wall decreases when moving from the top of each side wall to the bottom of each side wall. A bottom portion of each side wall has an exterior vertical flat extending upward from a horizontal bottom surface thereof.

    HEADWALL FOR DRAIN PIPE
    6.
    发明公开
    HEADWALL FOR DRAIN PIPE 审中-公开
    前墙排水管

    公开(公告)号:EP1123444A4

    公开(公告)日:2004-04-21

    申请号:EP99970703

    申请日:1999-10-18

    申请人: HARTMAN EW INC

    发明人: HARTMAN HENRY B

    IPC分类号: E01F5/00 E01F9/619 E01F9/015

    CPC分类号: E01F5/005 E01F9/619

    摘要: A sectional headwall (10) for a drain pipe includes a unitary base member (12), at least one unitary sectional member (14) positioned on the base member and a unitary lid member (16) positioned on the at least one sectional member. The unitary base member defines an opening (18) extending therethrough and includes two longitudinally extending walls (42) and two end walls (46). The base member further includes a sleeve (48) extending between the longitudinally walls that defines an aperture (50) extending through the longitudinal walls for receiving a drain pipe. The sectional member defines an opening (20) therethrough cooperating with the opening defined by the base member.

    Wannenkonstruktion für die Unterführung eines Verkehrsweges
    7.
    发明公开
    Wannenkonstruktion für die Unterführung eines Verkehrsweges 有权
    当交通路线的地下通道建设

    公开(公告)号:EP1067241A3

    公开(公告)日:2001-03-14

    申请号:EP00112928.7

    申请日:2000-06-20

    IPC分类号: E02D29/045 E01F5/00

    摘要: Eine im Erdreich gebettete Wannenkonstruktion für die Unterführung eines Verkehrsweges (18), die zumindest teilweise unterhalb der Grundwasserspiegels (5) liegt, umfasst oberhalb einer die Oberfläche der wannenförmigen Baugrube (6) überdeckenden Dichtungsschicht (14) eine Ballastschicht (22) aus festem Material, oberhalb dieser eine als Schüttung angeordnete Ballastschicht (23) als Unterlage für eine Fahrwegkonstruktion (12) sowie weitere, entlang der geböschten Seitenwände verlaufende Ballastschichten (24). Sowohl die feste Ballastschicht (22) als auch die als Schüttung ausgebildeten Ballastschichten (23, 24) enthalten Elektroofenschlacke bzw. bestehen ganz oder teilweise hieraus. Da zur Herstellung dieser Wannenkonstruktion weitgehend Arbeitstechniken des Erdbaus eingesetzt werden können, führt dies zu kürzeren Herstellungszeiten und reduziert die Kosten für Baugrubensicherung und Wasserhaltung. Da Elektroofenschlacken eine höhere Einbaudichte als mineralische Materialien besitzen, lassen sich die für die Ballastierung erforderlichen Aushubmengen reduzieren.

    VORRICHTUNG ZUR SICHERUNG EINES STRASSENKANALDURCHLASSES
    8.
    发明授权
    VORRICHTUNG ZUR SICHERUNG EINES STRASSENKANALDURCHLASSES 失效
    DEVICE FOR道路的通过渠道LASSES保护

    公开(公告)号:EP0846204B1

    公开(公告)日:2000-04-26

    申请号:EP96926259.1

    申请日:1996-08-13

    申请人: Steinbauer, Klaus

    发明人: Steinbauer, Klaus

    IPC分类号: E01F5/00

    CPC分类号: E01F5/005

    摘要: A device for preventing a culvert against being frontally hit by a vehicle arriving from the raised roadway, having a trapezoidal approach slab (1) of a material capable of bearing the weight of a vehicle, one trapezoid side of which can be supported on the roadway slope, with its longer trapezoid base (1'') on the front of the culvert at the height of the roadway or the like and with its shorter base (1') on the culvert base and with its other trapezoid side on the culvert slope opposite the roadway and/or on a surface bordering the culvert and lying lower down than the level of the roadway, in which the approach slab has a water inlet (4) covered by a grid (5) in the region of the smaller trapezoid base.

    A PREFABRICATED STRUCTURE FOR THE CONSTRUCTION OF OVERHEAD OR UNDERGROUND WORKS
    10.
    发明公开
    A PREFABRICATED STRUCTURE FOR THE CONSTRUCTION OF OVERHEAD OR UNDERGROUND WORKS 失效
    预制结构在建筑结构表面或表面下

    公开(公告)号:EP0861358A1

    公开(公告)日:1998-09-02

    申请号:EP96938201.0

    申请日:1996-11-14

    申请人: Chiaves, Carlo

    发明人: Chiaves, Carlo

    IPC分类号: E01D4 E01F5 E02D29 E04B1

    摘要: A prefabricated structure for the construction of open air structures, particularly motorway flyovers, underpasses, bridges, tunnels, underground carparks and the like, includes a plurality of prefabricated elements (5, 7) of reinforced concrete. These elements (5, 7) are able to define the side walls and the deck (9) of the work with adjacent longitudinal sections of the structure (1) which rest on a foundation (3) at the base of the work. Each section of the structure (1) includes a pair of side elements (5) which rest on the foundation (3) via a static hinge (11) and are intended to be disposed symmetrically with respect to the axis of the structure so as to assume a substantially L-shape configuration. A substantially rectilinear prefabricated element (7) is interposed centrally between two side elements (5) and is anchored thereto so as to define a central portion of the deck (9) of the work.