METHOD AND SYSTEM FOR LAYING UNDERGROUND A CONTINUOUS ELONGATED MEMBER IN A BED OF A BODY OF WATER
    1.
    发明申请
    METHOD AND SYSTEM FOR LAYING UNDERGROUND A CONTINUOUS ELONGATED MEMBER IN A BED OF A BODY OF WATER 有权
    用于在地下铺设一层连续的长度为一个水的床的成员的方法和系统

    公开(公告)号:US20120121339A1

    公开(公告)日:2012-05-17

    申请号:US13062157

    申请日:2009-09-03

    IPC分类号: F16L1/12 F16L1/00

    摘要: A method of underground laying a continuous elongated member in a bed of a body of water, wherein the continuous elongated member lies on the bed of the body of water along a given path; the method including the steps of: fragmenting a soil mass in the bed along the given path and under the continuous elongated member, so as to form in the bed two scarp slopes bounding the fragmented soil mass by two soil masses susceptible to slide; advancing two supporting walls along the given path in an advancing direction, along the respective two scarp slopes, and transferring the fragmented soil mass between the two supporting walls, so as to promote sinking of the continuous elongated member between the two supporting walls.

    摘要翻译: 一种在水体的床上地下铺设连续细长构件的方法,其中连续细长构件沿着给定的路径位于水体的床上; 该方法包括以下步骤:沿着给定的路径和连续的细长构件在床中分割土壤块,以便在床上形成两个通过两个容易滑动的土壤块将碎片土壤界定的两个陡坡; 沿着给定的路径在沿着相应的两个陡坡的前进方向上推进两个支撑壁,并且在两个支撑壁之间传递碎裂的土体,以促进连续细长构件在两个支撑壁之间的下沉。

    Undersea pipe-laying
    2.
    发明授权
    Undersea pipe-laying 有权
    海底铺管

    公开(公告)号:US09409633B2

    公开(公告)日:2016-08-09

    申请号:US13521773

    申请日:2011-01-12

    IPC分类号: B63B35/03 F16L1/225 F16L1/235

    摘要: A vessel for laying a pipeline includes a plurality of workstations disposed along a pipelaying path that includes an upstream portion away from a first end of the vessel and a plurality of ramps in the region of the first end of the vessel. The plurality of ramps includes a first ramp which is disposed along the pipelaying path, whose inclination is adjustable and which has a first upstream end and a second downstream end, and a second ramp which is disposed along the pipelaying path downstream of the first ramp, whose inclination is adjustable and which has a first upstream end and a second downstream end. The downstream end of the first ramp is positioned inboard of the first end of the vessel and above the bottom of the vessel and the upstream end of the second ramp is positioned inboard of the first end of the vessel and above the bottom of the vessel. An external ramp assembly is provided, including ramps and that can be pivoted relative to one another and locked in a selected position by a locking arrangement.

    摘要翻译: 用于铺设管道的容器包括沿着管道铺设路径设置的多个工作站,所述多个工作站包括远离容器的第一端的上游部分和在容器的第一端的区域中的多个斜面。 多个斜坡包括沿着管道铺设路径布置的第一斜坡,其倾斜度是可调节的,并且具有第一上游端和第二下游端,以及沿着第一斜坡下游的管道铺设路径设置的第二斜坡, 其倾斜度是可调节的,并且具有第一上游端和第二下游端。 第一斜坡的下游端位于容器的第一端的内侧并且位于容器的底部之上,并且第二斜坡的上游端位于容器的第一端的内侧并且位于容器的底部之上。 提供外部斜坡组件,包括斜面,并且可以通过锁定装置相对于彼此枢转并锁定在选定位置。

    Method and system for temporarily supporting a soil mass susceptible to slide
    3.
    发明授权
    Method and system for temporarily supporting a soil mass susceptible to slide 有权
    临时支持易受滑坡影响的土体的方法和系统

    公开(公告)号:US08944725B2

    公开(公告)日:2015-02-03

    申请号:US13062140

    申请日:2009-09-02

    IPC分类号: E02D29/09 E02D17/08 E02D17/04

    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。

    Method and system for laying underground a continuous elongated member in a bed of a body of water
    4.
    发明授权
    Method and system for laying underground a continuous elongated member in a bed of a body of water 有权
    在水体床上铺设连续细长构件的方法和系统

    公开(公告)号:US08899877B2

    公开(公告)日:2014-12-02

    申请号:US13062157

    申请日:2009-09-03

    摘要: A method of underground laying a continuous elongated member in a bed of a body of water, wherein the continuous elongated member lies on the bed of the body of water along a given path; the method including the steps of: fragmenting a soil mass in the bed along the given path and under the continuous elongated member, so as to form in the bed two scarp slopes bounding the fragmented soil mass by two soil masses susceptible to slide; advancing two supporting walls along the given path in an advancing direction, along the respective two scarp slopes, and transferring the fragmented soil mass between the two supporting walls, so as to promote sinking of the continuous elongated member between the two supporting walls.

    摘要翻译: 一种在水体的床上地下铺设连续细长构件的方法,其中连续细长构件沿着给定的路径位于水体的床上; 该方法包括以下步骤:沿着给定的路径和连续的细长构件在床中分割土壤块,以便在床上形成两个通过两个容易滑动的土壤块将碎片土壤界定的两个陡坡; 沿着给定的路径在沿着相应的两个陡坡的前进方向上推进两个支撑壁,并且在两个支撑壁之间传递碎裂的土体,以促进连续细长构件在两个支撑壁之间的下沉。

    Group and method for laying and burying pipelines at the seafloor
    5.
    发明授权
    Group and method for laying and burying pipelines at the seafloor 有权
    在海底铺设和埋设管道的组和方法

    公开(公告)号:US08834068B2

    公开(公告)日:2014-09-16

    申请号:US13265403

    申请日:2010-04-20

    摘要: A device includes a digging device to cut the seafloor and with a device for hooking onto a pipeline and for sliding over the same. The device includes at least one float device constrainable to the pipeline for supporting it in span, connected to the back of said digging device with respect to the direction of the movement. The method includes excavating the seafloor by a digging device, collecting a float device from a storage base and transporting it to said pipeline, constraining the first float device to the pipeline behind the digging device and connecting the first float device to the digging device, when at least one portion of pipeline is in a suspended configuration, and when the portion of suspended pipeline increases, collecting a subsequent float device and constraining it to the pipeline and connecting the same to the float device previously constrained.

    摘要翻译: 一种装置包括用于切割海底的挖掘装置以及用于钩在管道上并在其上滑动的装置。 该装置包括至少一个可限制于管道的浮动装置,用于将其支撑在跨度中,相对于移动方向连接到所述挖掘装置的后部。 该方法包括通过挖掘装置挖掘海底,从存储基底收集浮子装置并将其运送到所述管道,将第一浮动装置约束到挖掘装置后面的管道,并将第一浮动装置连接到挖掘装置,当 管道的至少一部分处于悬挂状态,并且当悬挂管道的部分增加时,收集随后的浮动装置并将其约束到管道并将其连接到先前约束的浮动装置。

    UNDERSEA PIPE-LAYING
    6.
    发明申请

    公开(公告)号:US20130034389A1

    公开(公告)日:2013-02-07

    申请号:US13521773

    申请日:2011-01-12

    IPC分类号: B63B35/03

    摘要: A vessel for laying a pipeline includes a plurality of workstations disposed along a pipelaying path that includes an upstream portion away from a first end of the vessel and a plurality of ramps in the region of the first end of the vessel. The plurality of ramps includes a first ramp which is disposed along the pipelaying path, whose inclination is adjustable and which has a first upstream end and a second downstream end, and a second ramp which is disposed along the pipelaying path downstream of the first ramp, whose inclination is adjustable and which has a first upstream end and a second downstream end. The downstream end of the first ramp is positioned inboard of the first end of the vessel and above the bottom of the vessel and the upstream end of the second ramp is positioned inboard of the first end of the vessel and above the bottom of the vessel. An external ramp assembly is provided, including ramps and that can be pivoted relative to one another and locked in a selected position by a locking arrangement.

    Undersea pipe-laying
    8.
    发明授权
    Undersea pipe-laying 有权
    海底铺管

    公开(公告)号:US09079643B2

    公开(公告)日:2015-07-14

    申请号:US13521941

    申请日:2011-01-12

    申请人: Diego Lazzarin

    发明人: Diego Lazzarin

    摘要: A vessel for laying a pipeline includes a plurality of ramps in the region of the first end of the vessel. The plurality of ramps includes a first ramp which is disposed along the pipelaying path, whose inclination is adjustable and which has a first upstream end and a second downstream end, and a second ramp which is disposed along the pipelaying path downstream of the first ramp, whose inclination is adjustable and which has a first upstream end and a second downstream end. The downstream end of the first ramp is positioned inboard of the first end of the vessel and above the bottom of the vessel and the upstream end of the second ramp is positioned inboard of the first end of the vessel and above the bottom of the vessel.

    摘要翻译: 用于铺设管道的容器在容器的第一端的区域中包括多个斜面。 多个斜坡包括沿着管道铺设路径布置的第一斜坡,其倾斜度是可调节的,并且具有第一上游端和第二下游端,以及沿着第一斜坡下游的管道铺设路径布置的第二斜坡, 其倾斜度是可调节的,并且具有第一上游端和第二下游端。 第一斜坡的下游端位于容器的第一端的内侧并且位于容器的底部之上,并且第二斜坡的上游端位于容器的第一端的内侧并且位于容器的底部之上。

    UNDERSEA PIPE-LAYING
    10.
    发明申请
    UNDERSEA PIPE-LAYING 有权
    地下管线

    公开(公告)号:US20130115008A1

    公开(公告)日:2013-05-09

    申请号:US13521941

    申请日:2011-01-12

    申请人: Diego Lazzarin

    发明人: Diego Lazzarin

    IPC分类号: B63B35/03 F16L1/235

    摘要: A vessel for laying a pipeline includes a plurality of ramps in the region of the first end of the vessel. The plurality of ramps includes a first ramp which is disposed along the pipelaying path, whose inclination is adjustable and which has a first upstream end and a second downstream end, and a second ramp which is disposed along the pipelaying path downstream of the first ramp, whose inclination is adjustable and which has a first upstream end and a second downstream end. The downstream end of the first ramp is positioned inboard of the first end of the vessel and above the bottom of the vessel and the upstream end of the second ramp is positioned inboard of the first end of the vessel and above the bottom of the vessel.

    摘要翻译: 用于铺设管道的容器在容器的第一端的区域中包括多个斜面。 多个斜坡包括沿着管道铺设路径布置的第一斜坡,其倾斜度是可调节的,并且具有第一上游端和第二下游端,以及沿着第一斜坡下游的管道铺设路径设置的第二斜坡, 其倾斜度是可调节的,并且具有第一上游端和第二下游端。 第一斜坡的下游端位于容器的第一端的内侧并且位于容器的底部之上,并且第二斜坡的上游端位于容器的第一端的内侧并且位于容器的底部之上。