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91. 发明申请

WO00060178A1 METHOD AND APPARATUS FOR FORMING A TRENCH UNDERWATER 审中-公开
标题翻译：用于形成铁水的方法和装置
公开(公告)号：WO00060178A1
公开(公告)日：2000-10-12
申请号：PCT/GB2000/001187
申请日：2000-03-28
IPC分类号： E02F5/10 , E02F9/20 , E02F9/24 , E02F5/00
CPC分类号： E02F5/107 , E02F5/105 , E02F9/205 , E02F9/24
摘要： A method of forming a trench at sea on the seabed comprising the steps of providing an ROV (remotely operable vehicle) (2) capable of being operated underwater, providing a separate trenching skid (1) removably connectable to the ROV (2), connecting the trenching skid (1), possibly via an interface skid (3), to the ROV to form an operative trenching system (1, 2, 3), the connection being capable of being made while the trenching skid (1) is on the seabed, and operating the trenching system to form a trench underwater. The ROV (2) may be able to support the entire weight in water of the trenching system (1, 2, 3).
摘要翻译：一种在海底上形成沟槽的方法，包括以下步骤：提供能够在水下操作的ROV（可远程操作的车辆）（2），提供可移除地连接到ROV（2）的单独的挖沟滑道（1），连接挖沟部分（1），可能经由接口滑道（3）到达ROV以形成操作性挖沟系统（1,2,3），所述连接能够在下水道滑道（1）处于海底，并经营挖沟系统，在水下形成沟槽。 ROV（2）可能能够支撑挖沟系统（1,2,3）的水中的整个重量。

92. 发明申请

WO1995027832A1 METHOD AND VESSEL FOR TREATING AN UNDERWATER BED 审中-公开
标题翻译：用于处理水下床的方法和船舶
公开(公告)号：WO1995027832A1
公开(公告)日：1995-10-19
申请号：PCT/NL1995000129
申请日：1995-04-07
申请人： HOLLANDSCHE BETON GROEP N.V. , SMIT, Paul , SCHUIT, Adrianus, Jacobus, Petrus, Marinus
发明人： HOLLANDSCHE BETON GROEP N.V.
IPC分类号： E02F05/10
CPC分类号： E02F3/9206 , E02F3/88 , E02F3/905 , E02F5/104 , E02F5/107 , E02F5/108
摘要： In a method for treating the bed of a body of water by means of a directed water jet, which water jet is moved over the bed (5) in accordance with an elongated path, the water is pumped under pressure on board a vessel (1) and then discharged, via a pressure line (2) connected to said vessel (1), a small distance above, and directed towards the bed (5). With this procedure, a trench (6) can be formed in the bed.
摘要翻译：在通过定向水射流处理水体床的方法中，该水射流根据细长路径在床（5）上移动，将水在压力下泵送在容器（1）上），然后经由连接到所述容器（1）的压力管线（2）排出，在上方较小的距离并且朝向床（5）。通过该过程，可以在床中形成沟槽（6）。

93. 发明申请

WO1991011564A1 EMPLACEMENT OF FORAMINOUS PIPING IN NON-COHESIVE SUBSOILS 审中-公开
标题翻译：非接触式吸附器中的管状管道的应用
公开(公告)号：WO1991011564A1
公开(公告)日：1991-08-08
申请号：PCT/US1991000421
申请日：1991-01-15
申请人： PARKS, James, Marshall
IPC分类号： E02F05/10
CPC分类号： E02F5/104 , E02F5/107
摘要： Emplacement of foraminous piping in non-cohesive subsoil (figs. 1 to 20; and figs. 21 to 28). Foraminous piping (20, 120, 220, 330, 420, 520, 620, 720, 820, 920; and 1040) is positioned along an underwater route, and fluid is directed toward the subjacent subsoil (19, etc.; 1006) from the piping and/or adjacent source, fluidizing the subsoil. Then the piping is pressed down into the fluidized subsoil, as by upright earth augers (30, etc.) rotatable to increased depth in the subsoil. Alternatively, hollow upright stanchions (1030) engaged overhead by a placement pipe or tube (1020) are pre-inserted into subsoil fluidized by flow through the tube and out the bottom of the stanchion, after which a cable (1022) is extended from the tube/stanchion junction, for connection to the foraminous piping, and is withdrawn to lower the piping and to draw it to the stanchion location, where the cable may be released and the piping be secured to the stanchion via connecting parts (1023, 1033).
摘要翻译：在非粘性底土中放置多孔管道（图1至20;图21至28）。多孔管道（20,120,220,330,420,520,620,720,820,920和1040）沿着水下路线定位，并且流体被引导向下相邻的底土（19等; 1006）管道和/或相邻源，使底土流化。然后将管道压入流化的底土中，如直立的地球螺旋钻（30等）可旋转以增加底土中的深度。或者，通过放置管或管（1020）在顶部接合的中空直立支柱（1030）被预先插入通过管流动并流出支柱底部的底土流化，之后电缆（1022）从管道/支柱接头，用于连接到多孔管道，并且被抽出以降低管道并将其拉到支柱位置，其中电缆可以被释放，并且管道通过连接部件（1023,1033）固定到支柱上，。

94. 发明申请

WO2015026443A8 PIPELINE BURIAL IN OFFSHORE AND ARCTIC OFFSHORE REGIONS 审中-公开
标题翻译：海洋和ARCTIC海洋地区的管道运输
公开(公告)号：WO2015026443A8
公开(公告)日：2015-07-16
申请号：PCT/US2014045144
申请日：2014-07-01
申请人： EXXONMOBIL UPSTREAM RES CO , ARSLAN HAYDAR
发明人： ARSLAN HAYDAR
IPC分类号： E02F5/10
CPC分类号： F16L1/16 , B63B21/27 , E02F5/103 , E02F5/107 , E02F5/108 , E02F5/145
摘要： An apparatus including: a tubular suction pile; an indenter housing that surrounds the tubular suction pile, wherein the indenter housing is configured to: (a) be sunk into a seabed in response to a negative pressure created from water being removed from the tubular suction pile, and the indenter housing is configured to create a trench in the seabed; and comprise a water jetting device, within the indenter housing, that includes a first valve, a nozzle, and a channel that connects the first valve to the nozzle; and/or (b) impart a longitudinal vibration to the indenter housing and the indenter housing is configured to be sunk into a seabed in response to longitudinal vibration, and the indenter housing is configured to create a trench in the seabed.
摘要翻译：一种装置，包括：管状抽吸桩; 围绕所述管状抽吸桩的压头壳体，其中所述压头壳体构造成：（a）响应于从所述管状抽吸桩移除的水产生的负压而沉入海底，并且所述压头壳体被配置为在海底创造一个沟渠; 并且包括在压头壳体内的水喷射装置，其包括第一阀，喷嘴和将第一阀连接到喷嘴的通道; 和/或（b）向压头壳体施加纵向振动，并且压头壳体被配置为响应于纵向振动而沉入海床中，并且压头壳体构造成在海床中形成沟槽。

95. 发明申请

WO2010026468A1 METHOD AND SYSTEM FOR LAYING UNDERGROUND A CONTINOUS ELONGATED MEMBER IN A BED OF A BODY OF WATER. 审中-公开
标题翻译：一种用于在地下水中连续延伸的会员的方法和系统。
公开(公告)号：WO2010026468A1
公开(公告)日：2010-03-11
申请号：PCT/IB2009/006734
申请日：2009-09-03
申请人： SAIPEM S.P.A. , LAZZARIN, Diego , FONTOLAN, Massimo
发明人： LAZZARIN, Diego , FONTOLAN, Massimo
IPC分类号： E02F5/10 , E02F5/12
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 (4) in a bed (2) of a body of water (3), wherein the continuous elongated member (4) lies on the bed (2) of the body of water (3) along a given path (P); the method including the steps of : - fragmenting a soil mass (14) in the bed (2) along the given path (P) and under the continuous elongated member (4), so as to form in the bed (2) two scarp slopes (13) bounding the fragmented soil mass (14) by two soil masses (12) susceptible to slide; - advancing two supporting walls (27) along the given path (P) in an advancing direction (D1), along the respective two scarp slopes (13), and transferring the fragmented soil mass (14) between the two supporting walls (27), so as to promote sinking of the continuous elongated member (4) between the two supporting walls (27).
摘要翻译：一种在水体（3）的床（2）中地下铺设连续细长构件（4）的方法，其中连续细长构件（4）位于水体（3）的床（2）上，沿着给定的路径（P）; 该方法包括以下步骤：沿着给定的路径（P）和连续细长构件（4）在床（2）内分段土壤质量（14），以在床（2）中形成两个陡峭的通过容易滑动的两个土体（12）将碎片土体（14）包围的斜坡（13）沿着前进方向（D1）沿着相应的两个陡坡（13）沿着给定的路径（P）推进两个支撑壁（27），并且在两个支撑壁（27）之间传送碎裂的土体（14）以便促进连续细长构件（4）在两个支撑壁（27）之间的下沉。

96. 发明申请

WO02018717A1 DEVICE FOR MAKING A TRENCH IN THE BOTTOM OF A WATER AREA, IN PARTICULAR FOR LAYING PIPELINES OR CABLES 审中-公开
标题翻译：用于在水域底部制作一个固定装置的装置，特别是用于铺设管道或电缆
公开(公告)号：WO02018717A1
公开(公告)日：2002-03-07
申请号：PCT/NL2001/000634
申请日：2001-08-28
IPC分类号： E02F5/10
CPC分类号： E02F5/107 , E02F5/104
摘要： The invention relates to a device for making a trench in the bed of an area of water, in particular for laying a pipeline or cable (5) in the bed, comprising a vehicle (1) or the like which can move underwater with respect to the said bed and on which there is at least spray arm (12) which is provided with spray nozzles (13) for high-pressure water jets, means being provided for rotating the at least one spray arm out of a rotation point thereof through an angle in the vertical longitudinal plane between an inactive position, in which the spray arm is directed substantially towards the rear, and an active or operating position in which the spray arm is directed substantially downwards. This object is achieved by the fact that for the purpose of internal compensation, one or more spray arms (15) are in the shape of a
摘要翻译：本发明涉及一种用于在水域的床中制造沟槽的装置，特别是用于将管道或电缆（5）放置在床中的装置，包括车辆（1）等，其可相对于所述床上至少有喷射臂（12），其设置有用于高压水射流的喷嘴（13），用于将至少一个喷射臂从其旋转点旋转通过一个其中喷射臂基本上朝向后方的非活动位置与喷射臂大致向下定向的主动或操作位置之间的垂直纵向平面中的角度。该目的通过以下事实实现：为了内部补偿的目的，一个或多个喷射臂（15）具有第一臂（16）和第二臂（17）的形状，该第一臂（16）和第二臂（17）固定地连接到彼此成角度地，第一臂具有与第二臂的喷嘴（19）相反的方向的喷嘴（18）。

97. 发明申请

WO01075236A1 SUBMARINE PLOUGH 审中-公开
标题翻译： SUBMARINE PLOW
公开(公告)号：WO01075236A1
公开(公告)日：2001-10-11
申请号：PCT/GB2001/001198
申请日：2001-03-20
IPC分类号： E02F5/10 , H02G1/10
CPC分类号： E02F5/102 , E02F5/104 , E02F5/106 , E02F5/107 , H02G1/10
摘要： A submarine plough (101) for burying a cable in a trench in the seabed is disclosed. The plough (101) includes a plough share (102) having a cutting edge for cutting a bottom of the trench in the seabed, and a plough body (107) connected to the plough share (102) and having attachment means for enabling the plough to be towed by a ship. A pair of skids at least partially supports the plough, and a jetting leg (120) is located forwardly of the plough share (102) in use for producing plurality of jets of pressurised water to at least partially break up and fluidise the seabed forwardly of the plough share (102). The jetting leg (120) is displaceable from a working position to a stowed position out of the way of the cutting edge (103).
摘要翻译：公开了一种用于将电缆埋在海底沟槽中的潜艇犁（101）。犁（101）包括具有用于切割海床中的沟槽的底部的切割边缘的犁耕部（102）和连接到犁耕部（102）的犁体（107），并具有用于使犁的附接装置被船拖着。一对滑板至少部分地支撑犁，并且喷射腿（120）位于犁部共享（102）的前方，用于产生多个喷射的加压水，以至少部分地将海底的海底破裂和流体化犁共享（102）。喷射腿（120）可从切割边缘（103）的方式从工作位置移动到收起位置。

98. 发明申请

WO01049946A1 SUBMARINE PLOUGH 审中-公开
标题翻译： SUBMARINE PLOW
公开(公告)号：WO01049946A1
公开(公告)日：2001-07-12
申请号：PCT/GB2000/004726
申请日：2000-12-12
IPC分类号： E02F5/10 , H02G1/10
CPC分类号： E02F5/104 , E02F5/102 , E02F5/106 , E02F5/107 , H02G1/10
摘要： A cable burying plough (101) for inserting a cable into a trench in the sea floor is disclosed. The plough has a plough share (102) including a cutting edge (103) for cutting the bottom of a trench in the sea floor, and a plough body connected to the plough share for enabling the plough to be towed by a ship. A pair of skids at least partially supports the plough, and a set of water jets (121) are provided on the bottom surface of the plough share (102) and are directed downwards and backwards in order to remove the floor of the trench after it has been cut by the cutting edge (103). A depressor (105) guides a cable into the trench subsequently to removal of the bottom of the trench by the water jets (121).
摘要翻译：公开了一种用于将电缆插入海底沟槽的电缆埋设犁（101）。犁具有犁部分（102），包括用于切割海底的沟槽的底部的切割边缘（103）和连接到犁部分的犁体，以使犁能够被船拖曳。一对滑板至少部分地支撑犁，并且一组水射流（121）设置在犁分配器（102）的底表面上并被向下和向后引导以便在其之后移除沟槽的地板已被切割刃（103）切割。按压器（105）将电缆引导到沟槽中，随后通过水射流（121）去除沟槽的底部。

99. 发明申请

WO99050508A1 DREDGING APPARATUS 审中-公开
标题翻译：拖放装置
公开(公告)号：WO99050508A1
公开(公告)日：1999-10-07
申请号：PCT/GB1999/001015
申请日：1999-04-01
IPC分类号： E02F3/88 , E02F3/90 , E02F5/10 , E02F5/28 , E02F5/00
CPC分类号： E02F3/8875 , E02F3/88 , E02F3/8866 , E02F3/907 , E02F5/104 , E02F5/107 , E02F5/28
摘要： This invention relates to dredgers for removing sand, silt and like material from the river or sea bed and has application, for example to clearing wrecks, and providing trenches in which, for example, pipelines may be laid. There is described a dredging apparatus comprising a body (11) mounting first thrust means (24, 74, 75) to direct, in use, a wash of water downwards towards an area of seabed or the like characterised in that the dredging apparatus includes further thrust means (44, 55, 58, 59, 77, 78) to maintain the body of the apparatus above the seabed and to propel the body through the water.
摘要翻译：本发明涉及用于从河床或海床中除去沙子，淤泥和类似材料的挖泥船，并且已经应用于例如清理残骸和提供其中例如可以铺设管道的沟槽。描述了一种疏浚装置，其包括安装第一推力装置（24,74,75）的主体（11），以在使用中将水洗向下朝向海床等的区域引导，其特征在于，所述疏浚装置进一步包括推力装置（44,55,58,59,77,78），以将设备的身体保持在海床上方并推动身体通过水。

100. 发明申请

WO1995028529A1 APPARATUS FOR BURYING AN ELONGATED ARTICLE UNDERWATER 审中-公开
标题翻译：用于在水下破裂的装置
公开(公告)号：WO1995028529A1
公开(公告)日：1995-10-26
申请号：PCT/NL1995000141
申请日：1995-04-18
申请人： VAN OORD ACZ B.V. , VAN DER STEEN, Anton, Rudolf, Frits
发明人： VAN OORD ACZ B.V.
IPC分类号： E02F05/10
CPC分类号： E02F5/107 , E02F5/104 , E02F5/108
摘要： Apparatus for burying a pipeline. It is proposed to bury a pipeline (4) by first laying the pipeline (4) and then moving dredging means along the pipeline (4). Said dredging means are guided by the pipeline, so that only a limited section of the bed in the vicinity of the pipe has to be removed. Said dredging means can extend on either side of the pipeline (4). According to the invention, the dredging means are connected to a trailing suction dredger.
摘要翻译：埋设管道的设备建议先通过管线（4）埋设管道（4），然后沿着管道（4）移动疏浚装置。所述疏浚装置由管道引导，使得仅在管道附近的床的有限部分必须被去除。所述疏浚装置可以在管道（4）的任一侧延伸。根据本发明，疏浚装置连接到拖尾抽吸挖泥船。

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