GROUP AND METHOD FOR LAYING AND BURYING PIPELINES AT THE SEAFLOOR
    11.
    发明申请
    GROUP AND METHOD FOR LAYING AND BURYING PIPELINES AT THE SEAFLOOR 有权
    在海上铺设和管理管道的组和方法

    公开(公告)号:US20120114420A1

    公开(公告)日:2012-05-10

    申请号:US13265403

    申请日:2010-04-20

    IPC分类号: F16L1/12

    摘要: The present invention relates to a group and a method for laying and burying pipelines at the seafloor, wherein the laying and burying group according to the present invention comprises a digging device (11) provided with at least means for cutting the seafloor (20) and with means for hooking onto a pipeline (15) and for sliding over the same, and is characterized in that it comprises at least one float device (14) constrainable to the pipeline (15) for supporting it (15) in span, connected to the back of said digging device (11) with respect to the direction of the movement thereof (11).

    摘要翻译: 本发明涉及一种用于在海底铺设和埋设管道的组和方法,其中根据本发明的铺设和埋设组包括挖掘装置(11),该挖掘装置至少设置有用于切割海底(20)和 具有用于钩在管道(15)上并用于滑动的装置,并且其特征在于,其包括至少一个可限制到管道(15)的浮动装置(14),用于将其支撑(15)跨度,连接到 所述挖掘装置(11)的背面相对于其移动方向(11)。

    METHOD AND SYSTEM FOR TEMPORARILY SUPPORTING A SOIL MASS SUSCEPTIBLE TO SLIDE
    12.
    发明申请
    METHOD AND SYSTEM FOR TEMPORARILY SUPPORTING A SOIL MASS SUSCEPTIBLE TO SLIDE 有权
    用于支持轻度滑坡的土壤质量的方法和系统

    公开(公告)号:US20120057940A1

    公开(公告)日:2012-03-08

    申请号:US13062140

    申请日:2009-09-02

    IPC分类号: E02D29/02 E02D3/00

    CPC分类号: E02D17/086 E02D17/04

    摘要: A method of temporarily supporting a soil mass susceptible to slide at a scarp slope bounding the soil mass includes advancing a supporting wall in an advancing direction along the scarp slope; and, in addition to the movement in the advancing direction, also moving a surface portion, in direct contact with the soil mass, of the supporting wall, so as to minimize friction between the soil mass and the supporting wall.

    摘要翻译: 临时支撑容易沿着围绕土体的陡坡滑动的土体的方法包括沿着陡坡沿前进方向推进支撑壁; 并且除了在前进方向上的移动之外,还使与支撑壁直接接触土体的表面部分移动,以便最小化土体与支撑壁之间的摩擦。