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25 条记录 (耗时 0.012 秒)

    TOOL AND METHOD FOR DECOUPLING TEMPORARY PIPES
    3.
    发明申请
    TOOL AND METHOD FOR DECOUPLING TEMPORARY PIPES 审中-公开
    用于解除临时管道的工具和方法

    公开(公告)号：US20140352124A1

    公开(公告)日：2014-12-04

    申请号：US13903133

    申请日：2013-05-28

    申请人： Sanexen Environmental Services, Inc.

    发明人： Éric BÉRUBÉ

    IPC分类号： F16L1/06 ,  B25B27/06

    CPC分类号： B25B27/10 ,  Y10T29/49822 ,  Y10T29/53952

    摘要： A striking tool removing a collar from a temporary pipe is disclosed, the tool comprising a striking heed, a handle and a shaft connecting the striking head to the handle, the striking head including a semi-circular arc shaped plate having an inner radius “R” substantially equal to half of the outer diameter of the pipe, and a striking portion defined by an edge of the semi-circular arc shaped plate.

    摘要翻译： 公开了一种从临时管道移除套环的打击工具，该工具包括打击头，手柄和将打击头连接到手柄的轴，打击头包括半圆弧形板，其具有内半径“R “大体上等于管的外径的一半，以及由半圆弧形板的边缘限定的击打部分。

    Seismic Reinforced Underground Water Conduit
    6.
    发明申请
    Seismic Reinforced Underground Water Conduit 审中-公开
    地震加固地下水管道

    公开(公告)号：US20150285423A1

    公开(公告)日：2015-10-08

    申请号：US14741531

    申请日：2015-06-17

    申请人： Sanexen Environmental Services, Inc.

    发明人： Martin BUREAU ,  Gilles GAGNON ,  Michael DAVIDSON ,  Benoit CÓTE

    IPC分类号： F16L55/165

    摘要： A structural liner for reinforcing existing underground water conduits to resist earthquakes and landslides adapted for insertion into underground water conduits without having to excavate are disclosed. The reinforcement structural device consists of a seamless woven tubular sheath impregnated with a hardening resin which is adapted for insertion into a network of underground water conduits without the need to excavate. The seamless woven tubular sheath consists of continuous longitudinal fiber warp yarn providing tensile strength along the longitudinal axis of the woven tubular sheath and circumferential fiber filling yarn providing tensile strength around the wall of the woven tubular sheath.

    摘要翻译： 公开了一种用于加强现有地下水管道以防止适于插入地下水管道中的地震和滑坡的结构衬里，而不需要挖掘。 加强结构装置由浸渍有硬化树脂的无缝编织管状护套组成，其适于插入地下水管道网络中，而不需要挖掘。 无缝编织管状护套由连续的纵向纤维经纱组成，沿着织造管状护套的纵向轴线提供拉伸强度，并且周向纤维填充纱线围绕织造管状护套的壁提供拉伸强度。

    SYSTEMS AND METHODS FOR REHABILITATION OF WATER CONDUITS AND OTHER CONDUITS
    7.
    发明申请
    SYSTEMS AND METHODS FOR REHABILITATION OF WATER CONDUITS AND OTHER CONDUITS 有权

    公开(公告)号：US20220213998A1

    公开(公告)日：2022-07-07

    申请号：US17656015

    申请日：2022-03-23

    申请人： SANEXEN ENVIRONMENTAL SERVICES INC.

    发明人： YASSIR JADANI ,  GILLES GAGNON ,  MARTIN BUREAU

    IPC分类号： F16L55/165 ,  B29C63/00 ,  B29C63/34

    摘要： Methods and systems for installation of a liner inside a conduit (e.g., water pipe) to transport a fluid (e.g., potable water) to rehabilitate the conduit, in which the liner can be installed, and thus the conduit can be rehabilitated, more efficiently, including, for example, by further reducing an extent of digging that may have to be done, by testing more readily (e.g., pressure-testing for watertightness or other fluid-tightness once installed), and/or by adapting to a cross-sectional size of the conduit. Also, the liner may be thinner, interact better (e.g., less) with the fluid flowing through the conduit, and/or be otherwise designed to enhance its use and performance.

    Systems and methods for rehabilitation of water conduits and other conduits
    8.
    发明授权
    Systems and methods for rehabilitation of water conduits and other conduits 有权

    公开(公告)号：US11320084B2

    公开(公告)日：2022-05-03

    申请号：US16486554

    申请日：2018-10-16

    申请人： SANEXEN ENVIRONMENTAL SERVICES INC.

    发明人： Yassir Jadani ,  Gilles Gagnon ,  Martin Bureau

    IPC分类号： F16L55/165 ,  B29C63/00 ,  B29C63/34 ,  G01M3/28

    摘要： Methods and systems for installation of a liner inside a conduit (e.g., water pipe) to transport a fluid (e.g., potable water) to rehabilitate the conduit, in which the liner can be installed, and thus the conduit can be rehabilitated, more efficiently, including, for example, by further reducing an extent of digging that may have to be done, by testing more readily (e.g., pressure-testing for watertightness or other fluid-tightness once installed), and/or by adapting to a cross-sectional size of the conduit. Also, the liner may be thinner, interact better (e.g., less) with the fluid flowing through the conduit, and/or be otherwise designed to enhance its use and performance.