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1. 发明授权

US09051030B2 Undersea anchoring system and method 有权
标题翻译：海底锚固系统及方法
公开(公告)号：US09051030B2
公开(公告)日：2015-06-09
申请号：US13117628
申请日：2011-05-27
申请人： John E. Halkyard , Jonathan B. Machin
发明人： John E. Halkyard , Jonathan B. Machin
IPC分类号： E02D5/54 , B63B21/26 , E02D27/52
CPC分类号： E02D27/525 , B63B21/26 , E02B17/0008 , E02D7/06 , E02D27/12 , E02D27/52 , Y02E10/34
摘要： An undersea anchor that includes a frame that is fixed to the seafloor by one or more pile anchors, for example grouted pile anchors. The frame is configured to permit it to function with one or more seabed drills to allow the pile anchor(s) to be installed at an angle relative to horizontal so the pile anchors can take horizontal and vertical loads.
摘要翻译：一种海底锚，其包括通过一个或多个桩锚固定到海底的框架，例如灌浆桩锚。框架被配置为允许其与一个或多个海底钻头一起工作，以允许桩锚相对于水平面成一定角度安装，以便桩锚可以采取水平和垂直的载荷。

2. 发明申请

US20110293379A1 UNDERSEA ANCHORING SYSTEM AND METHOD 有权
标题翻译：下部锚固系统和方法
公开(公告)号：US20110293379A1
公开(公告)日：2011-12-01
申请号：US13117628
申请日：2011-05-27
申请人： John E. HALKYARD , Jonathan B. Machin
发明人： John E. HALKYARD , Jonathan B. Machin
IPC分类号： E02D5/74
CPC分类号： E02D27/525 , B63B21/26 , E02B17/0008 , E02D7/06 , E02D27/12 , E02D27/52 , Y02E10/34
摘要： An undersea anchor that includes a frame that is fixed to the seafloor by one or more pile anchors, for example grouted pile anchors. The frame is configured to permit it to function with one or more seabed drills to allow the pile anchor(s) to be installed at an angle relative to horizontal so the pile anchors can take horizontal and vertical loads.
摘要翻译：一种海底锚，其包括通过一个或多个桩锚固定到海底的框架，例如灌浆桩锚。框架被配置为允许其与一个或多个海底钻头一起工作，以允许桩锚相对于水平面成一定角度安装，以便桩锚可以采取水平和垂直的载荷。

3. 发明授权

US06719494B1 Cable and pipe burial apparatus and method 失效
标题翻译：电缆管道埋地装置及方法
公开(公告)号：US06719494B1
公开(公告)日：2004-04-13
申请号：US09692591
申请日：2000-10-19
申请人： Jonathan B. Machin
发明人： Jonathan B. Machin
IPC分类号： E02F510
CPC分类号： E02F3/9206 , E02F5/104 , E02F5/107
摘要： An apparatus for burying cables and pipes in soil includes a support structure adapted for movement across a surface of the soil. A water jetting machine is provided for producing a source of pressurized water. At least two jetting arms are in fluid communication with the source of pressurized water. The jetting arms have vertical adjustment structure for varying at least the vertical position of each jetting arm relative to the support structure so as to adjust for varying soil conditions. A method for burying cables and pipes in soil is also disclosed.
摘要翻译：用于将电缆和管道埋在土壤中的装置包括适于在土壤表面移动的支撑结构。提供一种用于生产加压水源的喷水机。至少两个喷射臂与加压水源流体连通。喷射臂具有垂直调节结构，用于至少改变每个喷射臂相对于支撑结构的垂直位置，以便适应不同的土壤条件。还公开了一种在土壤中埋设电缆和管道的方法。

4. 发明授权

US6050009A Steerable underwater plow 失效
标题翻译：可操纵的水下犁
公开(公告)号：US6050009A
公开(公告)日：2000-04-18
申请号：US964361
申请日：1997-11-04
申请人： James E. Adamson , Jonathan B. Machin
发明人： James E. Adamson , Jonathan B. Machin
IPC分类号： E02F5/10 , E02F5/18
CPC分类号： E02F5/106 , E02F5/102 , E02F5/104
摘要： A steerable plow configured for underwater towing along a sea bed. The plow includes a plow body and a soil cutting member attached to the body. The soil cutting member is configured for forming a trench in the sea bed in a forward direction of travel of the plow. A tow member is attached to the body for attaching the plow to a tow cable. The tow member defines an effective tow point which is forward of the cutting member. A steering device is provided for creating a steering moment capable of varying the direction of travel. The steering device is positioned rearwardly relative to said tow member.
摘要翻译：一个可操纵的犁配置为沿海床水下拖曳。犁包括犁体和附着在身上的土壤切割构件。土壤切割构件被构造用于在犁的行进方向上在海床中形成沟槽。拖曳构件附接到主体以将犁附接到拖曳缆索。牵引构件限定了切割构件前方的有效牵引点。提供了一种用于产生能够改变行进方向的转向力矩的转向装置。转向装置相对于所述拖曳构件向后定位。

5. 发明公开

US20240248229A1 SYSTEM AND METHOD FOR DETERMINING WATER BOTTOM SEDIMENT ACOUSTIC PROPERTIES USING A PILE DRIVER ACOUSTIC SOURCE 审中-公开
公开(公告)号：US20240248229A1
公开(公告)日：2024-07-25
申请号：US18157758
申请日：2023-01-20
申请人： Jacques Y. Guigné , Jonathan B. Machin
发明人： Jacques Y. Guigné , Jonathan B. Machin
IPC分类号： G01V1/34 , G01V1/143 , G01V1/22 , G01V1/30 , G01V1/38
CPC分类号： G01V1/345 , G01V1/143 , G01V1/226 , G01V1/303 , G01V1/3852
摘要： A method for mapping acoustic properties of water bottom sediments includes penetrating a piling into the water bottom sediments at a first of a plurality of locations. A first distributed acoustic sensor is inserted adjacent to the first piling. A second piling is driven into sediments at a second location. Acoustic signals are detected at the first acoustic sensor while penetrating the second piling. The detecting is indexed to a depth of the second piling as it is driven. A second acoustic sensor is inserted adjacent to the second piling. Penetrating a piling, detecting acoustic signals at each acoustic sensor and inserting a sensor are repeated until a piling is driven at all the locations. The signals are used to generate a map of properties of the sediments bounded by the plurality of locations. The properties comprise attenuation excluding effects of diffractors in the sediments.

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