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122 条记录 (耗时 0.012 秒)

    Variably connected bridge drainer
    51.
    发明公开
    Variably connected bridge drainer 审中-公开
    Variabel更新器Brückenablauf

    公开(公告)号：EP2093328A2

    公开(公告)日：2009-08-26

    申请号：EP09002165.0

    申请日：2009-02-17

    申请人： Bruj, Vaclav

    发明人： Vlcek, Petr ,  Vlcek, Radek

    IPC分类号： E01D19/08

    CPC分类号： E01D19/086

    摘要： The bottom part of the bridge drainer consists of the tray (3). The outlet of the tray (3) is joined to the bridge draining system and the top rim of said tray (3) is shaped to form the collar (3C). On this collar (3C) the waterproofing (11) is located on which the set of the frame (2) with the grating (1) is laid. The grating (1) is joined with the frame (2) by means of the hinge (5) which is located so that the axial junction is perpendicular to the traffic direction on the bridge. The frame (2) has a circular opening in itself on the circumference of which the limiting lugs (10) are made to limit the rotational rectification, said limiting lugs (10) having the shape of opposite located sectors, rotated by 45° against the vertical axis of said frame (2). The bottom part of said frame (2) is provided with the grooves (9) to drain off the surface of the waterproofing (11) of the bridge. If needed, the drainer system can be modified, during assembling, for diverse thicknesses of the bridge floor layer set by relevant combination of dimensional variants of the rectification rings (4), inserted between the waterproofing (11) and said frame (2). According to the requirement on the water outlet direction, the tray (3) with the vertical outlet (3A) or the tray (3) with the side outlet (3B) can be used.

    摘要翻译： 桥式排水机的底部由托盘（3）组成。 托盘（3）的出口连接到桥式排水系统，并且所述托盘（3）的顶部边缘成形为形成套环（3C）。 在该领（3C）上，防水（11）位于其上放置有格栅（1）的框架组（2）。 光栅（1）通过铰链（5）与框架（2）连接，铰链（5）定位成使得轴向接合部垂直于桥上的交通方向。 框架（2）本身具有圆形开口，其周边上限定凸耳（10）限制旋转矫正，所述限位凸耳（10）具有相对定位的扇形形状，相对于 所述框架（2）的垂直轴线。 所述框架（2）的底部设置有凹槽（9），以从桥的防水部件（11）的表面排出。 如果需要，排水系统可以在组装期间通过插入在防水件（11）和所述框架（2）之间的整流环（4）的尺寸变化的相关组合来设置桥接地板层的不同厚度。 根据出水方向的要求，可以使用具有垂直出口（3A）的托盘（3）或具有侧出口（3B）的托盘（3）。

    Geocomposite system for roads and bridges and construction method
    54.
    发明公开
    Geocomposite system for roads and bridges and construction method 审中-公开
    土力工程处Strassee并为他们建设桥梁和方法复合膜

    公开(公告)号：EP1045071A3

    公开(公告)日：2001-06-27

    申请号：EP00107523.3

    申请日：2000-04-07

    申请人： SIBELON S.R.L.

    发明人：

    IPC分类号： E01C11/16 ,  E01F5/00 ,  E01C3/06 ,  E01D19/08

    CPC分类号： E01C3/06 ,  E01C11/228 ,  E01D19/083 ,  E01F5/00

    摘要： A geocomposite system (10,40) for increasing the service life of roads, bridges, or the like, includes a geocomposite layer (12,42) having a geomembrane (18,60) disposed between two geotextile backings (20,22,56,58), a structural layer (14,44) for supporting the geocomposite layer (12,42), and a base layer (16,46) formed on top of the geocomposite layer (12,42). The geomembrane (18,60) is impermeable and the geotextile backings (20,22,56,58) are sufficiently porous to provide a wicking action of moisture or liquid laterally along the geomembrane (18,60) and out of the geocomposite system (10,40) to prevent moisture or liquid damage. The geomembrane (18,60) prevents the intrusion of liquids including deicing salts into the structural layers of roads, bridges, or the like abating deterioration in the structural layers such as corrosion of reinforcing steel. The geocomposite layer (12,42) is bonded to and conforms to the structural layer (14,44), thus reducing reflective, shrinkage and fatigue cracking and increasing the structural capacity of the road or bridge. Preferably, the geomembrane (18,60) is an extruded polyvinylchloride web and the geotextile backings (20,22,56,58) are fabricated of a mat of non-woven polyester fibers. The geotextile backings (20,22,56,58) are heat coupled to the geomembrane (18,60), preferably using a calendaring process. The geocomposite layer (12,42) is also bonded to the base layer (16,46). In the related method, the geocomposite system is constructed by fabricating the geocomposite layer, applying a tack coat to the structural layer, placing the geocomposite layer with the geotextile backing down on the prepared structural layer, rolling the geocomposite to provide conformity with the structural layer, applying a tack coat to the other geotextile backing and forming and bonding the base layer on the geocomposite layer.

    Method for covering a joining interface in a road surface, and also the joining interface thus obtained
    57.
    发明公开
    Method for covering a joining interface in a road surface, and also the joining interface thus obtained 失效
    一种用于在道路表面覆盖的结的方法和由此制备的结

    公开(公告)号：EP0857824A1

    公开(公告)日：1998-08-12

    申请号：EP98200341.0

    申请日：1998-02-05

    申请人： Heijmans Infrastructuur & Milieu B.V.

    发明人： Van Bochove, Gerrit Gijsbertus

    IPC分类号： E01C7/32 ,  E01D19/06 ,  E01D19/08 ,  E01C7/26

    CPC分类号： E01D19/067 ,  E01C7/265 ,  E01C7/32 ,  E01D19/083

    摘要： A method for covering the interface between a bridge abutment and a bridge in a road with a surface material, comprises the steps of:

    providing an asphaltic mixture having high porosity and composed of small stone fragments (1) and bitumen (2),
    applying the apshaltic mixture at least at the interface,
    filling the pores or open cavities in the asphaltic mixture with a curable elastic plastics compound (3),
    curing the plastics compound.

    摘要翻译： 一种用于覆盖一个桥台和与表面材料的道路的桥之间的界面的方法，包括以下步骤：在沥青混合物提供具有高孔隙率和小结石碎片（1）和沥青（2），将所述组成的 apshaltic混合物至少在界面处，填充在沥青混合物中的孔或开口腔用可固化的弹性塑料化合物（3），固化所述塑料化合物。

    WATERPROOFING MEMBRANE
    58.
    发明公开
    WATERPROOFING MEMBRANE 失效
    WASSERUNDURCHLÄSSIGKEITSMEMBRAN

    公开(公告)号：EP0723570A4

    公开(公告)日：1998-04-08

    申请号：EP94931867

    申请日：1994-10-14

    申请人： GRACE W R & CO

    发明人： BARTLETT KEITH R ,  JENKINS ROBERT F ,  BUSS CHRISTOPHER ,  MARTIN TIMOTHY JOHN ,  GERBER ANDRE ,  COLARUSSO PETER C

    IPC分类号： C09J7/02 ,  C09J7/04 ,  D06N7/00 ,  E01D19/08 ,  E04B1/66 ,  E04D5/10 ,  E04D11/02

    CPC分类号： D06N7/00 ,  C09J7/20 ,  C09J7/21 ,  C09J7/22 ,  C09J7/38 ,  D06N2209/128 ,  D06N2209/1664 ,  D06N2211/06 ,  E01D19/083 ,  E04B1/665 ,  E04D5/10 ,  E04D11/02 ,  Y10T428/2438 ,  Y10T428/24413 ,  Y10T428/2443 ,  Y10T428/2835 ,  Y10T428/2848

    摘要： An exemplary waterproofing membrane comprises a carrier layer having a non-bituminous pressure-sensitive waterproofing adhesive, a protective layer coated on the non-bituminous adhesive, and a second waterproofing adhesive layer on the other face of the carrier to permit adherence of the membrane to a cementious surface and to permit concrete to be cast against the non-bituminous layer and protective coating and to be bonded thereto when cured. Further exemplary membranes comprise a dusted layer on the protective coating to permit foot traffic. The membranes of the invention are useful in so-called horizontal and vertical lagging installations. Methods for waterproofing between cementious surfaces, in tunnels, and on concrete decks are also disclosed.

    摘要翻译： 示例性的防水膜（10）包括具有非沥青压敏防水粘合剂（5）的载体层（4），涂覆在非沥青粘合剂（5）上的保护层（6），以及第二防水粘合剂 在所述载体（4）的另一个面上的层（9），以允许所述膜（10）粘附到水泥质表面上，并允许混凝土（12）浇铸在所述非沥青层和保护涂层（6）上;以及 在固化时与其粘合。 另外的示例性膜包括保护涂层（6）上的粉尘层（15）以允许步行交通。 本发明的膜（10）可用于所谓的水平和垂直落后安装。还公开了用于水泥质表面之间，隧道中以及混凝土甲板之间的防水的方法。

    Drainage system for use with paved road
    59.
    发明公开
    Drainage system for use with paved road 失效
    Entwässerungssystemfürgepflasterte Strasse

    公开(公告)号：EP0721027A1

    公开(公告)日：1996-07-10

    申请号：EP95120567.3

    申请日：1995-12-27

    申请人： Showa Shell Sekiyu Kabushiki Kaisha

    发明人： Sato, Isao, c/o Shoseki Kakoh K.K. ,  Sakuma, Yoshimitsu, c/o Shoseki Kakoh K.K. ,  Sasaki, Yoshiomi, c/o Maeda Kosen Co., Ltd.

    IPC分类号： E01C1/00 ,  E01C11/22 ,  E01D19/08

    CPC分类号： E01D19/086 ,  E01C11/228

    摘要： The drainage system includes a base layer (2), a first layer (3) laid on the base layer, a second layer (6) laid on the first layer, a pair of gutters (8) longitudinally provided on both sides of the road, a first braided pipe (10) fabricated by weaving together a predetermined number of warps (11) and a lot of woofs (12) made of heat resistant synthetic fiber, the braided pipe being disposed along the gutter (8) and the downstream-side end of the top surface of the first layer (5), the drainage channel being communicated to catch basins (9) located at the gutter.

    摘要翻译： 排水系统包括基层（2），放置在基层上的第一层（3），放置在第一层上的第二层（6），纵向设置在道路两侧的一对槽 ，通过将预定数量的经纱（11）和大量由耐热合成纤维制成的纬纱（12）编织在一起而制成的第一编织管（10），所述编织管沿着所述沟槽（8）和所述下游管 第一层（5）的顶表面的侧端，排水通道被连通到位于沟槽处的捕集池（9）。