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公开(公告)号：US20180058036A1
公开(公告)日：2018-03-01
申请号：US15803403
申请日：2017-11-03
发明人： Michael W. N. Wilson
CPC分类号： E02F5/287 , E02F3/8875 , E02F3/9206 , E02F5/006 , E02F5/101 , E02F5/104 , E02F5/107 , E02F5/125 , E02F5/223 , E02F9/2004 , E02F9/205 , E21B7/185
摘要： A jetting system for an undersea trencher has jetting conduits extending onward of its trench-cutting jetting swords. Jetting conduit nozzles direct liquid radially from their jetting conduits into the trench after the trench is excavated by the jetting sword cutting nozzles. The jetting conduits direct sufficient liquid into the trench to maintain the mix of trenched soil and water in the trench along the length of the conduits at not more than a super-critical density, extending the distance in which the product being laid in the trench is able to descend in the trench and increasing the likelihood that the product will be buried at the intended trench depth.
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2.发明授权公开(公告)号：US08899877B2
公开(公告)日：2014-12-02
申请号：US13062157
申请日：2009-09-03
申请人： Diego Lazzarin , Massimo Fontolan
发明人： Diego Lazzarin , Massimo Fontolan
CPC分类号： F16L1/16 , B63G8/001 , B63G2008/002 , E02F5/04 , E02F5/08 , E02F5/101 , E02F5/103 , E02F5/105 , E02F5/107 , E02F5/108 , E02F5/109 , E02F5/125 , F16L1/12 , F16L1/165
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。
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3.发明申请FLUIDIFIED INERT MATERIAL SPREADING DEVICE FOR BURYING AN UNDERWATER PIPELINE, AND METHOD OF SPREADING FLUIDIFIED INERT MATERIAL OVER AN UNDERWATER PIPELINE 有权用于埋设水下管道的流体输送材料传播装置，以及在水下管道下传播流体输入物质的方法公开(公告)号：US20140169884A1
公开(公告)日：2014-06-19
申请号：US14009482
申请日：2012-04-05
申请人： Paolo Minola , Denis Faidutti
发明人： Paolo Minola , Denis Faidutti
摘要： A fluidified inert material spreading device configured to bury a pipeline in a body of water is configured to travel in the body of water in a travelling direction along and over the pipeline, and has a hull, which extends along a longitudinal axis, houses at least one expansion chamber for fluidified inert material, is connected to at least one feed port to feed the fluidified inert material to the expansion chamber, and has a quantity or number of outlet ports configured to release the fluidified inert material from the expansion chamber, close to the pipeline, and which as a whole define a flow cross section greater than the flow cross section of the feed port.
摘要翻译： 构造成将管道埋在水体中的流化惰性材料铺展装置构造成沿着管道沿着行进方向在水体中行进，并且具有沿着纵向轴线延伸的船体至少容纳 用于流化的惰性材料的一个膨胀室连接到至少一个进料口以将流化的惰性物质供给到膨胀室，并且具有数量或数量的出口端口，其被配置为将膨胀的惰性材料从膨胀室中释放出来，接近于 管道，并且其作为整体限定大于进料口的流动横截面的流动横截面。
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公开(公告)号：US20140154014A1
公开(公告)日：2014-06-05
申请号：US14083095
申请日：2013-11-18
申请人： Michael W.N. Wilson
发明人： Michael W.N. Wilson
摘要： A BAS plow creates a V-trench along the linear route of a pipeline path and an instrumented bottle moving with the BAS plow collects BAS data indicative of the pitch, roll, heading, yaw, three dimensional positioning, speed and depth of the chassis, the shearing force applied to the seabed material and the applied tow force. The bottle can be swapped to collect the acquired data or an umbilical can be used to provide a real time stream of data. The Bas plow can simultaneously backfill the created trench, leaving an undisrupted seabed, or the pipeline can be laid in the BAS trench, which can also be made deeper and wider by additional trench cutting passes, significantly reducing the total time required for combined BAS and pipeline laying processes. The BAS plow can be released and retrieved over-the-stem of a towing vessel.
摘要翻译： BAS犁沿着管道路线的线性路线产生V沟槽，并且用BAS犁移动的仪表瓶收集指示底盘的俯仰，滚动，航向，偏航，三维定位，速度和深度的BAS数据， 施加到海底材料的剪切力和施加的牵引力。 可以将瓶子交换以收集获取的数据，或者可以使用脐带来提供实时数据流。 Bas犁可以同时回填所生成的沟槽，留下未破裂的海底，或者管道可以铺设在BAS沟槽中，通过额外的沟槽切割通道也可以使其更深更宽，显着缩短了组合BAS所需的总时间 管道敷设工艺。 可以通过牵引船的杆上释放和回收BAS犁。
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公开(公告)号：US5944447A
公开(公告)日：1999-08-31
申请号：US186805
申请日：1998-11-05
申请人： Donald R. Wyatt
发明人： Donald R. Wyatt
CPC分类号： E02F3/9206 , E02F5/104 , E02F5/107 , E02F5/125 , F16L1/16
摘要： A system for entrenching an underwater pipeline on a water bottom. The system is comprised of an underwater pipeline positioned on a water bottom; a floating vessel; an elongated tubular entrenching tool having a plurality of tool nozzles; a jetting head having a plurality of nozzles attached to the entrenching tool by a flexible jetting head hose; first and second waterlines; means for connecting the first waterline to the rear end of the entrenching tool and means for connecting the second waterline to the front end of said tool; and means for suspending the entrenching tool below the pipeline. A pump supported on the surface vessel is connected to the waterlines and is utilized to pump a volume of water at a desired pressure through the waterlines to the entrenching tool to create a trench on the water bottom for entrenching the pipeline by the jets of water at the tool and jetting head nozzles. The entrenching tool also has an attached air pipe connected to an air hose and an air compressing means supported on the surface vessel to produce a volume of air at a desired pressure through air holes in the air pipe to enhance the creation of the trench and the entrenchment of the pipeline. The systems is provided with means to move the suspended entrenching tool along the pipeline to further expand the trench created by the tool.
摘要翻译： 一种用于在水底下固定水下管道的系统。 该系统由位于水底的水下管道组成; 浮船 具有多个工具喷嘴的细长管状固定工具; 具有多个喷嘴的喷射头，所述多个喷嘴通过柔性喷射头软管附接到所述固定工具; 第一和第二条水线; 用于将第一水线连接到固定工具的后端的装置和用于将第二水线连接到所述工具的前端的装置; 以及用于将固定工具悬挂在管道下方的装置。 支撑在表面容器上的泵连接到水线，并且用于将一定体积的水以期望的压力通过水线泵送到固定工具，以在水底上形成沟槽，以通过水射流来固定管道 工具和喷头头喷嘴。 固定工具还具有连接到空气软管的附接空气管和支撑在表面容器上的空气压缩装置，以通过空气管中的空气孔产生一定体积的空气达到期望的压力，以增强沟槽的产生和 巩固管道。 这些系统设置有用于沿着管道移动悬挂的固定工具以进一步扩大由工具产生的沟槽的装置。
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公开(公告)号：US4696607A
公开(公告)日：1987-09-29
申请号：US173538
申请日：1980-07-30
IPC分类号： E02F5/02 , E02D5/18 , E02D17/13 , E02F5/04 , E02F5/06 , E02F5/10 , E02F5/12 , E02F7/00 , E02F9/06 , E02D5/00 , E02D29/00
摘要： A system for constructing narrow underground walls utilizing the slurry trench method is disclosed wherein a first apparatus excavates from one end of a slurry filled trench and a second apparatus is utilized for filling the trench with a wall forming material and at least a part of the excavating and/or filling apparatus is floated on the slurry in the trench. In one disclosed embodiment, narrow cut-off walls are formed by excavating from one end of a slurry filled trench and backfilling the trench at the opposite end by depositing therein a mixture of excavated soil and bentonite slurry from the trench, and includes a relatively large float adapted to be immersed in the slurry to prevent loading on the trench walls and stabilizing the apparatus for excavating purposes. In a further embodiment, in combination with a float-fin, low pressure tires or crawler treads bear a portion of the load and the distribution between the float and the ground engaging apparatus is accomplished by adjusting the bouyancy of the float, and the bouyancy of the float being adjusted by admitting or removing slurry or other liquid from the interior of the float.
摘要翻译： 公开了一种利用泥浆沟槽方法构造狭窄的地下墙的系统，其中第一装置从浆料填充沟槽的一端挖掘，并且第二装置用于用壁形成材料填充沟槽，并且至少部分挖掘 和/或填充装置漂浮在沟槽中的浆料上。 在一个所公开的实施例中，通过从淤浆填充的沟槽的一端挖掘并在相对端回填沟槽而形成狭窄的切割壁，其中从沟槽中沉积有挖掘土和膨润土浆料的混合物，并且包括较大的 浮子适于浸入浆料中，以防止加载在沟槽壁上并使装置稳定以用于挖掘目的。 在另一个实施例中，与浮子鳍片，低压轮胎或履带踏板相结合承载一部分载荷，并且浮子和地面接合装置之间的分布是通过调整浮子的膨胀度和 通过从浮子的内部引入或去除浆液或其它液体来调节浮子。
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公开(公告)号：US4410297A
公开(公告)日：1983-10-18
申请号：US226389
申请日：1981-01-19
申请人： Robert P. Lynch
发明人： Robert P. Lynch
摘要： A marine continuous pipe laying system comprising a variable departure angle reel operably connected to a retractable trenching plow and backfilling apparatus. The reel comprises a pipe straightening mechanism connected to the rotational axis of the reel by a yoke for automatically maintaining proper bending moment regardless of the departure angle of the pipe. The plow comprises a shaped chisel share which is pivotally retractable within a sled frame for avoiding existing pipelines and varying the depth of cut and is provided with instrumented guide rollers to permit an operator to adjust the tow length of the plow to properly position the plow with respect to the catenary curve of the pipe being laid. The distance between the plow and the backfilling apparatus is adjustable to insure that the pipe is in the bottom of the trench before backfilling occurs.
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公开(公告)号：US09745716B1
公开(公告)日：2017-08-29
申请号：US14976909
申请日：2015-12-21
申请人： Michael W. N. Wilson
发明人： Michael W. N. Wilson
CPC分类号： E02F5/287 , E02F3/8875 , E02F3/9206 , E02F5/006 , E02F5/101 , E02F5/104 , E02F5/107 , E02F5/125 , E02F5/223 , E02F9/2004 , E02F9/205 , E21B7/185
摘要： A jetting system for an undersea trencher has jetting conduits extending aftward of its trench-cutting jetting swords. Jetting conduit nozzles direct liquid radially from their jetting conduits into the trench after the trench is excavated by the jetting sword cutting nozzles. The jetting conduits direct sufficient liquid into the trench to maintain the mix of trenched soil and water in the trench along the length of the conduits at not more than a super-critical density, extending the distance in which the product being laid in the trench is able to descend in the trench and increasing the likelihood that the product will be buried at the intended trench depth.
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