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1. 发明申请

WO2015147674A1 СПОСОБ ОБУСТРОЙСТВА ОПОР ВОЗДУШНЫХ ЛИНИЙ ПЕРЕДАЧ НА ВЕЧНОМЕРЗЛЫХ ГРУНТАХ 审中-公开
标题翻译：用于安装超声波传播线路支持的方法
公开(公告)号：WO2015147674A1
公开(公告)日：2015-10-01
申请号：PCT/RU2014/000209
申请日：2014-03-28
申请人： ОТКРЫТОЕ АКЦИОНЕРНОЕ ОБЩЕСТВО "АКЦИОНЕРНАЯ КОМПАНИЯ ПО ТРАНСПОРТУ НЕФТИ "ТРАНСНЕФТЬ" , ОТКРЫТОЕ, АКЦИОНЕРНОЕ ОБЩЕСТВО "СИБНЕФТЕПРОВОД" , ОБЩЕСТВО, С ОГРАНИЧЕННОЙ ОТВЕТСТВЕННОСТЬЮ "НАУЧНО-ИССЛЕДОВАТЕЛЬСКИЙ ИНСТИТУТ ТРАНСПОРТА НЕФТИ И НЕФТЕПРОДУКТОВ
发明人： РЕВЕЛЬ-МУРОЗ, Павел Александрович , СМИРНОВ, Николай Владимирович , КУМАЛЛАГОВ, Виталий Александрович , СЕМИН, Евгений Евгеньевич , ИВАКИН, Александр Владимирович , БОГАТЕНКОВ, Юрий Васильевич , ЗОТОВ, Михаил Юрьевич
IPC分类号： E02D27/35
CPC分类号： E02D31/14 , E02D5/60 , E02D7/02 , E02D27/12 , E02D27/35 , E02D27/42 , E04H12/00 , E04H12/2215
摘要： Изобретение относится к области энергетики, а точнее к свайным фундаментам опор линий электропередач устраиваемых в различных типах грунтов. Изобретение может быть использовано при строительстве и ремонте свайных фундаментов опор линий электропередач, а так же в других отраслях промышленности при работе свай на горизонтальную нагрузку и при действии на сваю сил морозного пучения грунта. Технический результат заключается в повышении надежности несущей способности сваи на горизонтальные нагрузки. Поставленная задача решается тем, что забивают обсадную трубу и погружают в нее сваю, при этом в процессе погружения сваи выполняют монтаж жестких элементов на ствол сваи с помощью сварки, для чего на свае делают отметку зоны расположения жестких элементов, при забивке сваи, когда нижняя отметка достигает уровня верха обсадной трубы осуществляют геометрический замер зазоров между обсадной трубой и сваей и по результатам замеров изготавливают жесткие элементы, которые приваривают парами с противоположных сторон в одной вертикальной плоскости, по ходу погружения трубы операцию повторяют.
摘要翻译：本发明涉及电力工程领域，更具体地涉及要安装在各种类型的土壤中的输电线路支架的桩基。本发明可用于输电线路支架的桩基础的建造和修复，以及桩体承受水平荷载和土体霜冻力的其他工业领域。技术成果在于提高了桩的水平承载能力。目的是通过驱动套管并将桩降低到其中，其中，在降低桩的过程中，通过焊接将刚性元件安装在桩的轴上，该过程包括在桩，用于定位刚性元件的区域，并且在桩的驱动期间，当下标记达到套管的顶部的水平面时，套管和桩之间的间隙被几何测量，并且刚性元件是根据测量结果准备; 刚性元件在单个垂直平面中从相对侧成对焊接，并且随着管道降低而重复操作。

2. 发明申请

WO2010119166A1 APPARATUS FOR FORCING POLES AND PILES INTO THE GROUND 审中-公开
标题翻译：用于将波浪和桩压入地面的装置
公开(公告)号：WO2010119166A1
公开(公告)日：2010-10-21
申请号：PCT/FI2010/000026
申请日：2010-04-19
申请人： UNISTO OY , KUIVAMÄKI, Pentti , LINDEMAN, Mikko
发明人： KUIVAMÄKI, Pentti , LINDEMAN, Mikko
IPC分类号： E02D7/00 , E02D11/00 , E02D13/02
CPC分类号： E02D11/00 , E02D7/02
摘要： Apparatus for forcing poles and piles into the ground which apparatus comprises a fastening body (1) for attaching it to a working machine, a structure attached to the fastening body with the help of suppression pieces (14) which structure comprises a vibrator unit and gripping jaws (2); (3) for gripping the pieces to be forced in which case one (2) of the gripping jaws is stationary and the other (3) is turnable and squeezing jaw and the compression force of said jaw (3) can be directed to the piece to be forced in order to keep the piece in place between the jaws (2); (3) during the forcing. The turnable and squeezing jaw (3) comprises one or several turning cylinders (16) that can be located freely at the elevation direction of the jaw (3) the turning force(s) of which turning cylinders) can be separately directed to the gripping surfaces of said jaw (3) with the help of arms (5) and (6), such as to the upper (17) and lower (18) gripping surface of the jaw and the apparatus further comprises a structure combining said arms (5); (6), such as a pipe (4) that is located in the direction of a swiveling axis line (13) of said jaw (3) and which pipe is adjusted to direct the turning force of all the turning cylinders (16) to any of the gripping surfaces (17); (18) of the jaw (3) or to all of them along with the jaw body.
摘要翻译：用于将杆和桩强制进入地面的装置，该装置包括用于将其附接到作业机器的紧固体（1），借助于抑制件（14）而附接到紧固体的结构，该结构包括振动器单元和夹紧颚（2）; （3）用于抓住要被强制的件，在这种情况下，夹爪的一个（2）是静止的，另一个（3）是可转动和挤压的钳口，并且所述钳口（3）的压缩力可以被引导到被迫将其保持在夹爪（2）之间的位置; （3）强迫期间。可旋转和挤压钳口（3）包括一个或几个转动缸（16），其可以在钳口（3）的高度方向上自由定位，转向缸的转动力可以分开地指向夹紧所述钳口（3）的表面借助于臂（5）和（6），例如到钳夹的上部（17）和下部（18）抓握表面，还包括结合所述臂（5 ）; （6），例如位于所述夹爪（3）的旋转轴线（13）的方向上的管（4），并且调节所述管以将所有转动缸（16）的转动力引导至任何夹紧表面（17）; （3）的下端（18），或者与颚体一起。

3. 发明申请

WO2010011282A3 SYSTEM AND METHOD FOR DRIVING PILE UNDER WATER 审中-公开
标题翻译：水下驱动桩的系统和方法
公开(公告)号：WO2010011282A3
公开(公告)日：2010-03-25
申请号：PCT/US2009004202
申请日：2009-07-21
申请人： ADAMSON JAMES E
发明人： ADAMSON JAMES E
IPC分类号： E02D7/02 , E21B7/124
CPC分类号： E02D7/02
摘要： A pile driver is provided for use in deep water with a remotely operated vehicle (ROV) and a working ship for setting piles, pin piles and well conductors in subsea soil and for soil sampling in deep water and can be used for shallow water and land-based applications. A ram mass or hammer is received in an open frame and hydraulically reciprocated while in contact with water. A piston rod received in a piston cylinder is secured at one end to the hammer through a coupling mechanism, and an external source of hydraulic power is used with an on-board hydraulic circuit. Gas is compressed during an up-stroke to store energy, which is released during a down-stroke to push the hammer downwardly. The coupling mechanism provides a connection between the piston rod and the hammer that can move between an essentially rigid lift connection, an essentially rigid downward-push connection and an essentially non-rigid impact connection for preventing buckling of the piston rod when the hammer strikes at its lowermost point. One embodiment of the coupling mechanism includes a hollow body having opposing longitudinal slots, a rod slideably received in the hollow body that is pinned slideably at one end in the opposing slots and pinned fixedly at the other end to the hammer, with a spring in the hollow body providing a bias to push the rod toward the hammer.
摘要翻译：提供一个打桩机，用于深水用远程操作的车辆（ROV）和一个工作船，用于在海底土壤中设置桩，桩桩和井身导体，并在深水中进行土壤取样，并可用于浅水和陆地的应用程序。冲头质量块或锤子被接收在开放的框架中并与水接触时液压往复运动。容纳在活塞气缸中的活塞杆通过联接机构固定在锤的一端，液压动力的外部源与机载液压回路一起使用。气体在上行时被压缩以存储能量，其在下行程中释放以将锤向下推。联接机构提供活塞杆和锤之间的连接，其可以在基本上刚性的提升连接件，基本上刚性的向下推动连接件和基本上非刚性的冲击连接件之间移动，以防止当锤子撞击时活塞杆的弯曲其最低点。联接机构的一个实施例包括具有相对的纵向狭槽的中空本体，可滑动地容纳在中空体中的杆，其可滑动地位于相对的狭槽中的一端并固定地固定在锤的另一端，弹簧位于空心体提供偏压以将杆推向锤。

4. 发明申请

WO2010011282A2 DEEP WATER PILE DRIVER 审中-公开
标题翻译：深水泵驱动器
公开(公告)号：WO2010011282A2
公开(公告)日：2010-01-28
申请号：PCT/US2009/004202
申请日：2009-07-21
申请人： ADAMSON, James, E.
发明人： ADAMSON, James, E.
IPC分类号： E02D7/02 , E21B7/124
CPC分类号： E02D7/02
摘要： A pile driver is provided for use in deep water with a remotely operated vehicle (ROV) and a working ship for setting piles, pin piles and well conductors in subsea soil and for soil sampling in deep water and can be used for shallow water and land-based applications. A ram mass or hammer is received in an open frame and hydraulically reciprocated while in contact with water. A piston rod received in a piston cylinder is secured at one end to the hammer through a coupling mechanism, and an external source of hydraulic power is used with an on-board hydraulic circuit. Gas is compressed during an up-stroke to store energy, which is released during a down-stroke to push the hammer downwardly. The coupling mechanism provides a connection between the piston rod and the hammer that can move between an essentially rigid lift connection, an essentially rigid downward-push connection and an essentially non-rigid impact connection for preventing buckling of the piston rod when the hammer strikes at its lowermost point. One embodiment of the coupling mechanism includes a hollow body having opposing longitudinal slots, a rod slideably received in the hollow body that is pinned slideably at one end in the opposing slots and pinned fixedly at the other end to the hammer, with a spring in the hollow body providing a bias to push the rod toward the hammer.
摘要翻译：提供一个打桩机，用于深水用远程操作的车辆（ROV）和一个工作船，用于在海底土壤中设置桩，桩桩和井身导体，并在深水中进行土壤取样，并可用于浅水和陆地的应用程序。冲头质量块或锤子被接收在开放的框架中并与水接触时液压往复运动。容纳在活塞气缸中的活塞杆通过联接机构固定在锤的一端，液压动力的外部源与机载液压回路一起使用。气体在上行时被压缩以存储能量，其在下行程中释放以将锤向下推。联接机构提供活塞杆和锤之间的连接，其可以在基本上刚性的提升连接件，基本上刚性的向下推动连接件和基本上非刚性的冲击连接件之间移动，以防止当锤子撞击时活塞杆的弯曲其最低点。联接机构的一个实施例包括具有相对的纵向狭槽的中空本体，可滑动地容纳在中空体中的杆，其可滑动地位于相对的狭槽中的一端并固定地固定在锤的另一端，弹簧位于空心体提供偏压以将杆推向锤。

5. 发明申请

WO1995029780A2 A METHOD FOR TEMPLATELESS FOUNDATION INSTALLATION OF A TLP 审中-公开
标题翻译：一种TLP的无模式基础安装方法
公开(公告)号：WO1995029780A2
公开(公告)日：1995-11-09
申请号：PCT/EP1995001677
申请日：1995-05-01
申请人： SHELL INTERNATIONALE RESEARCH MAATSCHAPPIJ B.V. , SHELL CANADA LIMITED
发明人： SHELL INTERNATIONALE RESEARCH MAATSCHAPPIJ B.V. , SHELL CANADA LIMITED , DOYLE, Earl, Howard, Jr.
IPC分类号： B23B21/50
CPC分类号： E02D7/02 , B63B21/502 , E02D5/80 , E02D7/14 , E02D7/28 , E02D13/10 , E02D27/50
摘要： A method is disclosed of installing a foundation system for securing the tendons of a TLP to the ocean floor. The foundation system is installed in templateless operations in which a pile is secured to the ocean floor and a tendon receptacle is secured to the pile such that the load from a tendon secured therein is transferred to the ocean floor through coaxially aligned load paths of tendon-to-tendon receptacle-to-pile-to-ocean floor.
摘要翻译：公开了一种安装用于将TLP的腱固定到海底的基础系统的方法。基础系统安装在无桩操作中，其中桩被固定到海底，并且将腱容器固定到桩上，使得从其中固定的腱的载荷通过同轴对齐的腱的负载路径传递到海底，到腱插座到桩到海底。

6. 发明申请

WO2016028151A1 METHOD OF AND SYSTEM FOR INSTALLING FOUNDATION ELEMENTS IN AN UNDERWATER GROUND FORMATION 审中-公开
标题翻译：在水下地层形成中安装基础元素的方法和系统
公开(公告)号：WO2016028151A1
公开(公告)日：2016-02-25
申请号：PCT/NL2015/050585
申请日：2015-08-21
申请人： IHC HOLLAND IE B.V.
发明人： BELDER, Cornelis , VAN LIERE, Erwin Vincent
IPC分类号： E02D7/02 , E02D13/00 , E02D27/42
CPC分类号： E02D13/04 , B63B35/00 , B63B2734/00 , E02D7/02 , E02D7/06 , E02D13/00 , E02D13/005 , E02D27/42 , E02D27/425 , E02D27/525
摘要： The invention relates to a method of installing foundation elements, in particular (mono)piles (2) having a diameter of five meters or more, in an underwater ground formation (3) comprising the steps of lowering a leader (8) from a surface vessel (4) with at least the tip of the leader (8) into the water, and lowering a foundation element (2) and/or a noise mitigation screen (5) along the leader (8).
摘要翻译：本发明涉及一种在水下地面（3）中安装基础元件，特别是具有5米或更大直径的（单体）桩（2）的方法，包括以下步骤：使表面（8）从表面至少具有引导件（8）的尖端的容器（4）进入水中，并且沿着引导件（8）降低基础元件（2）和/或噪声减轻屏幕（5）。

7. 发明申请

WO2015043689A1 STRUCTURAL COMPONENT 审中-公开
标题翻译：结构部件
公开(公告)号：WO2015043689A1
公开(公告)日：2015-04-02
申请号：PCT/EP2013/077966
申请日：2013-12-24
申请人： WAGNER, Grigorij
发明人： WAGNER, Grigorij
IPC分类号： E01B3/46
CPC分类号： E02D7/30 , E01B3/46 , E02D5/24 , E02D5/30 , E02D5/385 , E02D5/60 , E02D5/76 , E02D5/80 , E02D7/02 , E02D27/12
摘要： A structural component (110) comprising a hollow (112) that extends along a length of the structural component, wherein the structural component is a unitary structure, and the hollow has a cross-section of constant shape, the cross-section defining a plurality of engagement structures (114).
摘要翻译：一种结构部件（110），其包括沿所述结构部件的长度延伸的中空部分（112），其中所述结构部件是整体结构，并且所述中空部分具有恒定形状的横截面，所述横截面限定多个的接合结构（114）。

8. 发明申请

WO2015023812A1 METHOD AND APPARATUS FOR STABILIZING SLOPES AND EMBANKMENTS WITH SOIL LOAD TRANSFER PLATES 审中-公开
标题翻译：用土壤载荷转移板稳定坡体和土体的方法和装置
公开(公告)号：WO2015023812A1
公开(公告)日：2015-02-19
申请号：PCT/US2014/050999
申请日：2014-08-14
申请人： GEOPIER FOUNDATION COMPANY, INC.
发明人： PRASHAR, Yogesh , SHORT, Richard , SMITH, Miriam
IPC分类号： E02D17/20 , E02B3/12 , E02B3/14
CPC分类号： E02D5/02 , E02B3/12 , E02D7/02
摘要： A system for and method of stabilizing slopes and embankments using one or more soil load transfer elements are disclosed. The present subject matter provides for an efficient method and apparatus for stabilizing shallow landslides and slope instabilities for failing and near-failing soil masses that are underlain by soil materials. The system may include a plurality of load transfer plates affixed to a pile or load transfer section in varying configurations. In one embodiment, one or more upper load transfer plates are preferably used to capture the downslope-moving soil mass and transfer the applied loads to the intermediary pile section. In another embodiment, a plurality of upper load transfer plates can be used to transfer applied loads to a lower pile section.
摘要翻译：公开了使用一个或多个土壤载荷传递元件来稳定斜坡和堤坝的系统和方法。本主题提供了一种有效的方法和装置，用于稳定由土壤材料下层的失效和接近破坏的土体的浅层滑坡和坡度不稳定性。该系统可以包括以变化的构造固定到桩或载荷传递部分上的多个载荷传递板。在一个实施例中，优选地使用一个或多个上部载荷传递板来捕获下坡移动的土体并将施加的载荷转移到中间桩部分。在另一个实施例中，可以使用多个上部载荷传递板将施加的载荷转移到较低的桩部分。

9. 发明申请

WO2014204307A1 METHOD OF AND DRIVER FOR INSTALLING FOUNDATION ELEMENTS IN A GROUND FORMATION 审中-公开
标题翻译：用于安装地基中的基础元素的方法和驱动程序
公开(公告)号：WO2014204307A1
公开(公告)日：2014-12-24
申请号：PCT/NL2014/050399
申请日：2014-06-18
申请人： IHC HOLLAND IE B.V.
发明人： STAM, Justin Edward
IPC分类号： E02D7/02
CPC分类号： E02D7/06 , E02D7/02 , E02D7/14 , E02D13/00 , E02D27/12 , E02D27/52 , G01N3/08
摘要： The invention relates to a method of installing a foundation element, in particular a (mono)pile (16), in a ground formation by means of a driver (1), comprising driving the foundation element (16) into the ground formation by means of blows delivered by the driver (1) to the foundation element (16), estimating or measuring stress waves that are generated by the blows and reflected from the tip of the foundation element (16), and, if a reflected stress wave is a tensile stress wave, reducing the blow energy.
摘要翻译：本发明涉及一种通过驱动器（1）将基础元件，特别是（单体）桩（16）安装在地层中的方法，包括通过装置将基础元件（16）驱动到地层中由驱动器（1）传送到基础元件（16）的冲击，估计或测量由冲击产生并从基础元件（16）的尖端反射的应力波，并且如果反射应力波是拉应力波，降低吹塑能量。

10. 发明申请

WO2013067438A1 PILE WITH LOW NOISE GENERATION DURING DRIVING 审中-公开
标题翻译：在驾驶期间产生低噪音的桩
公开(公告)号：WO2013067438A1
公开(公告)日：2013-05-10
申请号：PCT/US2012/063430
申请日：2012-11-02
申请人： REINHALL, Per, G. , DAHL, Peter, H. , DARDIS, John Timothy, II
发明人： REINHALL, Per, G. , DAHL, Peter, H. , DARDIS, John Timothy, II
IPC分类号： E02D5/24 , E02D5/72
CPC分类号： E02D5/24 , E02D5/30 , E02D5/72 , E02D7/02 , E02D13/005
摘要： A pile (300) with a effective low Poisson's ratio is disclosed, which greatly reduces the sound coupling to the water and sediment or other ground when driving piles. The pile includes a plurality of geometric features that reduce the radial amplitude of the compression wave generated by hammering the pile by providing a space for circumferential expansion along the length of the pile. In various embodiments, the geometric features comprise slots (303) and/or grooves (313, 323). In an embodiment, a driving shoe (316, 316) has a perimeter that extends beyond the pile tube such that the sediment produces less of a binding force on the pile. The pile may be formed as a double-shelled pile (310) with either or both shells having effective low Poisson's ratio properties. A bubble generating plenum (328) may be attached to the shoe to further reduce friction during installation.
摘要翻译：公开了一种具有有效低泊松比的桩（300），大大减少了在打桩时与水，泥沙或其他地面的声耦合。桩包括多个几何特征，其通过提供沿着桩的长度的周向膨胀的空间来减小通过锤击桩而产生的压缩波的径向振幅。在各种实施例中，几何特征包括狭槽（303）和/或凹槽（313,323）。在一个实施例中，驱动靴（316,316）具有延伸超过桩管的周长，使得沉积物在桩上产生较少的结合力。桩可以形成为具有有效低泊松比属性的任一个或两个壳的双壳桩（310）。泡沫产生气室（328）可以附接到鞋，以进一步降低安装过程中的摩擦力。

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