子分类：
| 序号 | 专利名 | 申请号 | 申请日 | 公开（公告）号 | 公开（公告）日 | 发明人 |
|---|---|---|---|---|---|---|
| 81 | Apparatus, system and method of extending piles into a seabed | EP10180777.4 | 2010-09-28 | EP2309063A1 | 2011-04-13 | Alm, Torstein |
A guiding apparatus (20), system and method for piles (12) to be extended into a seabed, comprising a plurality of pile guiding elements (24) interconnected by connection elements (19, 22), each guiding element (24) having respective guiding means (27) and respective support elements (32) for supporting the apparatus on the seabed (B). The guiding means (27) is supported by the support element (32) via articulation means (23), each articulation means (23) having a first end (21) connected to the guiding means (27) and a second end (30) connected to the support element and being individually adjustable, whereby the articulation means (23) of each guiding element (24) are operable to ensure that the guiding apparatus (20) may brought into a level state on an inclined or uneven seabed.
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| 82 | Pfahlführungsvorrichtung | EP05018047.0 | 2005-08-19 | EP1640508A1 | 2006-03-29 | Ros, Martin |
Um eine Pfahlführungsvorrichtung zur Führung, eines in einen Gewässerboden (4) einzurammenden Pfahls (5), insbesondere für Offshore Windmühlen-Fundamente, mit einem in einer Stützeinrichtung, vorzugsweise einer Schiff-Hubinsel (2), befestigten Pfahlführungsrahmen (1) zum Umgreifen und Führen des Pfahls (5) beim Rammen bezüglich einer Verminderung des Unterwasserschalleintrags zu verbessern, wird vorgeschlagen, dass am Pfahlführungsrahmen (1) eine Düsenanordnung (7) einer Blasvorrichtung angebracht ist, die aus einer oberen Bereitschaftsstellung unterhalb des Pfahlführungsrahmens (1) in eine Arbeitsstellung am Gewässerboden (4) absenkbar ist und im Blasbetrieb den Pfahl (5) ringförmig umschließt.
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| 83 | Noise shield for use in combination with a hydraulic hammer mounted on a hammer or pile driving rig | EP04388059.0 | 2004-09-06 | EP1512796A1 | 2005-03-09 | Rasmussen, Finn |
Subject of the present invention is a noise shield for use in combination with a hydraulic hammen mounted on a hammer rig, the shield comprising a housing with front wall opposite side walls and a rear wall, all of them being of a sandwich structure. Further, the shield comprises a set of inwardly protruding damping flanges provided at the upper end of said housing and a pair of bottom end closure walls connected through hinge connections to said housing at the lower end thereof. A set of suspension spring elements is provided to suspend said noise shield. |
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| 84 | Einrichtung zum Eintreiben von Fundamentrohren od. dgl. in Erdschichten mittels Vibrationsvorrichtung | EP85890309.9 | 1985-12-13 | EP0225420B1 | 1990-03-07 | Theurer, Josef; Ganguly, Mihir |
| 85 | Schalldämpfung einer Rammschwinge | EP84730050.6 | 1984-05-16 | EP0131539B1 | 1987-04-22 | Mathieu, Hans; Hochstrasser, Jürgen |
| 86 | Rammvorrichtung mit einer längs einer Führung geführten auf- und abwärts bewegbaren Schlagvorrichtung | EP81110480.1 | 1981-12-16 | EP0059798A1 | 1982-09-15 | Gulczynski, Franz; Kinkel, Karl; Rode, Wilhelm; Wanner, Adolf |
Rammvorrichtung mit einem an einem Träger (Mäkler) geführten schallgeschützten Gehäuse (6), das eine Schlagvorrichtung (1) enthält, die durch eine am Gehäusedeckel (2) hängend angeordnete druckmittelbetriebene Zylinder-Kolben-Einheit (4, 5, 7) betrieben wird. Die nach unten verlängerte Kolbenstange (7) ist an dem Schlagkörper (1) über Dämpfungsglieder (10) angeschlossen. Weitere elastische Stoßdämpfmittel (9, 11, 12, 24) sind zwischen dem Schlagkörper (1) und der Rammhaube (21), an welcher das Rammgut angeschlossen ist, vorgesehen. Die Rammhaube bestehi aus einem Gehäuse (21), in dem eine Schlagplatte x23) über eine stoßdämpfende Einlage (22) angeordnet und an der zylindrischen Gehäusewand der Rammhaube (21) geführt wird (Figur 2). |
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| 87 | PISTONLESS CYLINDER USED FOR OFFSHORE PILE GRIPPER | US16207180 | 2018-12-02 | US20190186506A1 | 2019-06-20 | James J. Lee; William W. Lee |
| A simplified and improved pistonless cylinder based on an Aramid fiber reinforced elastomer tubular which is highly stiff in radial direction against radial expansion and elastic in axial extension, so as to form a completely sealed and extendable pressure chamber and to be able to perform as well as, or better than, most of the conventional hydraulic cylinders in terms of load bearing capacities, maximum stroke distances and service durability. This simplified cylinder employs no piston, piston rod, sealing seals or oil based hydraulic fluid, and utilizes non-metal materials to construct the majority of the parts for its extendable pressure chamber; therefore, this new cylinder can achieve significant weight and fabrication cost reduction. In addition, this new pistonless cylinder uses ordinary liquids, e.g., fresh water or seawater, as its hydraulic fluid, and can work directly as a hydraulic or pneumatic cylinder interchangeably without a need for much, if any, modification. | ||||||
| 88 | Silencer for silencing pile driving into the bed of a body of water, and pile driving system and method | US15023982 | 2014-09-25 | US09970174B2 | 2018-05-15 | Massimiliano Formenti; Nicola Bassetto |
| A silencer for silencing the driving of piles into the bed of a body of water is configured to fit around a pile, and has a first tube; a second tube inserted inside and spaced apart from the first tube, both the first and second tube being longer than the depth of the bed of the body of water on which they are to rest; and a bottom wall, which is joined hermetically to respective ends of the first and second tube to form a gap between the first and second tube, and is configured to rest on the bed of the body of water. | ||||||
| 89 | HYDRAULIC POLE TAMPER HANDLE ASSEMBLY AND ADAPTER KIT | US15646374 | 2017-07-11 | US20180016764A1 | 2018-01-18 | Timothy Hamilton |
| A hydraulic pole tamper handle kit having an extended ergonomic handle including a frame and hose clamps to extend the life of the hose by securing the hoses to the frame and to improve the handle, orientation, safety, and usability of the pole tamper. The pole tamper is used to tamp or compact the dirt around a pole which has been set into a hole in the ground to fixedly secure the pole vertically in the ground. | ||||||
| 90 | HAMMERING DEVICE MEANT FOR HAMMERING POLES INTO THE GROUND | US15673892 | 2017-08-10 | US20170335538A1 | 2017-11-23 | Mikko LINDEMAN; Pentti KUIVAMAKI |
| Hammering device for hammering elongated objects into the ground. The hammering device comprises a body (1) attachable to a power tool, a vibrator device (6) attached to the body (1) with damping cushions (9), and movable gripping jaws (10) for gripping the object to be hammered, the movable gripping jaws (10) comprising gripping elements (23). The movable gripping jaws (10) are attached to the vibrator device (6) with detachable pins (20, 21) that form pivots (8) and the gripping jaws (10) are located on top of and underneath the vibrator device (6). | ||||||
| 91 | METHOD OF AND SYSTEM FOR INSTALLING FOUNDATION ELEMENTS IN AN UNDERWATER GROUND FORMATION | US15504998 | 2015-08-21 | US20170275845A1 | 2017-09-28 | Cornelis BELDER; Erwin Vincent VAN LIERE |
| A method of installing foundation elements, in particular (mono)piles having a diameter of five meters or more, in an underwater ground formation includes lowering a leader from a surface vessel with at least the tip of the leader into the water, and lowering a foundation element and/or a noise mitigation screen along the leader. | ||||||
| 92 | EXCAVATING PUMP APPARATUS AND PILE INSTALLATION APPARATUS COMPRISING SAME | US15508467 | 2015-09-23 | US20170275844A1 | 2017-09-28 | Sang Joon Yoon; Byung Woo Kim |
| An excavating pump apparatus and a pile installation apparatus having the same are disclosed. An excavating pump apparatus in accordance with an embodiment of the present invention may include: an excavation head being inserted into an inner space of a pile through an open hole opening the inner space of the pile and being configured to crush seafloor sediments and allow the crushed seafloor sediments to be flowed therein; an outlet conduit connected to the excavation head and being a channel for discharging the seafloor sediments flowed into the excavation head to an outside of the pile; and a pump configured to move the seafloor sediments through the outlet conduit by providing a pump pressure to the outlet conduit | ||||||
| 93 | Hammering device meant for hammering poles into the ground | US14374237 | 2013-01-28 | US09765496B2 | 2017-09-19 | Mikko Lindeman; Pentti Kuivamaki |
| Hammering device meant for hammering poles, steel profiles and other elongated objects into the ground which hammering device comprises a body (1) which can be attached to a power tool, a vibrator device (6) which is attached to the body (1) with the help of damping cushions (9) and movable gripping jaws (10) which are adjusted to the mentioned vibrator device (6) in order to grip the object to be hammered at least with a side grip wherein the gripping elements (23) of the gripping jaws (10) can be brought closer and farther away with the help of a regulating unit, such as a hydraulic cylinder (16). In order to maintain the mutual symmetry of the gripping jaws (10) during their movement the gripping jaws (10) essentially comprise arms (2), (3) which are attached to be stiff at the location of the turning joints (8) of the gripping jaws which arms are directed in such a way that the ends of the arms (2), (3) are located next to each other and stay essentially next to each other during the turning movements meant for the gripping jaws (10), and in that the ends of the mentioned arms (2); (3) are connected to each other with the help of a short arm (4) which has a pivot mounting. | ||||||
| 94 | APPARATUS FOR ACTIVATING THE LATERAL FRICTION OF PILE-LIKE LOAD-BEARING MEMBERS | US15211652 | 2016-07-15 | US20170016198A1 | 2017-01-19 | CHRISTIAN SPANG; GERD FESTAG; RENÉ SCHÄFER; SABRINA DENNE; ACHILLES HÄRING; ANNA AMCHISLAVSKI; BERND-MICHAEL SULKE; DIETMAR MÄHNER; ANSGAR KORTE; STEFAN THÜNEMANN; INGO FENNEKER |
| The present invention relates to an apparatus for activating the lateral friction of pile-like load-bearing members which are founded in solid rock. The apparatus includes a device which is suitable for reducing a height of the apparatus when the apparatus is subjected to loading by a compressive force. The loading with the compressive force can cause a pile-like load-bearing member to settle in a controlled manner in the ground, the level of settlement being sufficient for activating the lateral friction on the pile-like load-bearing member. The invention also relates to pile-like load-bearing members and building constructions which include such an apparatus as well as to a method for activating the lateral friction of pile-like load-bearing members and a method for erecting a building construction. | ||||||
| 95 | PILE, PILE INSTALLATION JIG, METHOD FOR INSTALLING THE PILE, AND PHOTOVOLTAIC SYSTEM USING THE PILES | US14917392 | 2014-08-21 | US20160218659A1 | 2016-07-28 | Kengo MATSUYAMA; Kenta NAKAMURA |
| When a pile installation jig (41) is driven deeper by the length of grooves (15a), (15b) in a pile main body (12), abutment edges (42a) of notches (42) in arms (41d), (41e) push a plate-like member (13) and cause displacement of the plate-like member (13) along the grooves (15a), (15b). Thereby, the plate-like member (13) is held at portions in the grooves (15a), (15b) where the grooves (15a), (15b) extend in a direction transverse to a longitudinal direction of the pile main body (12). | ||||||
| 96 | METHOD AND DEVICE FOR PRODUCING A FOUNDATION ELEMENT IN THE GROUND | US14911749 | 2014-06-20 | US20160194848A1 | 2016-07-07 | Stefan Michael FINKENZELLER; Manfred SCHWEIGER; Paul SCHELLER; Patrik WENZL |
| The invention relates to a method and to a device for creating a foundation element in the ground, wherein ground material is removed by means of a drilling tool and a borehole is created, into which a pile pipe and a curable medium are introduced. The borehole is created having a boring diameter that is greater than an outside diameter of the pile pipe by a specified amount, wherein an annular space is formed between a borehole wall and an outer face of the pile pipe. The removed ground material is conveyed in an interior of the pile pipe, while the annular space is kept substantially free of removed ground material. The curable medium is introduced into the annular space in order to anchor the pile pipe in the ground. | ||||||
| 97 | HELICAL PILE ASSEMBLY | US14738528 | 2015-06-12 | US20160186403A1 | 2016-06-30 | Jimmy B. Tomchesson; Rex E. Hallman; Lyle G. Love |
| The present invention generally relates to a helical pile system for use in supporting a support structure used in the oil and gas industry. The helical pile assembly includes a tubular member having a first end and a second end. The helical pile assembly further includes a nose disposed at the first end of the tubular member. The helical pile assembly also includes a first helix disposed on an outer surface of the nose. The helical pile assembly further includes a support member coupled to the tubular member proximate to the second end of the tubular member. The support member is configured to support an external object. | ||||||
| 98 | Method for handling a hydro sound absorber, and device for reducing underwater noise | US14387551 | 2013-03-13 | US09334647B2 | 2016-05-10 | Karl-Heinz Elmer |
| A method for handling a hydro sound absorber in the region of an offshore construction site. The method includes, prior to beginning noise-emitting work, positioning a hydro sound absorber in the region of the offshore construction site. The method includes positioning a transport housing receiving the hydro sound absorber close to at least one of a seabed or a surface of the water. The method also includes spreading out the hydro sound absorber from a first functional position out of the transport housing at least one of vertically to the extent of the offshore construction site or horizontally to the geometry of the seabed. | ||||||
| 99 | COLLAR FOR MARINE PILE REPAIR AND METHOD OF USING SAME | US14528387 | 2014-10-30 | US20150117959A1 | 2015-04-30 | Dennis P. Cassidy |
| A collar for repairing a marine support has a tubular upper segment, a tubular lower segment, and a middle segment providing a transition region between the upper and lower segments. The collar can be opened and closed along a slit extending from the upper end of the collar to the lower end of the collar. To repair a marine support, the collar is opened and positioned so as to surround the marine pile and the extension. The collar is then closed and secured along the slit. The upper end of the collar is secured to the extension, and the lower end of the collar is secured closely along the perimeter of the pile. A flowable fill material is then injected into spaces between the collar and the marine support, filling or encasing voids or damaged areas on the marine support. | ||||||
| 100 | CENTRE SYSTEM | US14128200 | 2012-06-22 | US20140154015A1 | 2014-06-05 | Boudewijn Casper Jung; Johannes Louis Leonardus Hessels |
| The invention relates to an assembly for centring a first elongate tubular element and a second elongate tubular element, such as an underwater pile accommodated within a noise mitigation screen, at a common central longitudinal axis along which axis both the first and second element extend, and wherein the centre system is provided with first coupling element for fixedly coupling the centre system with one of the first and second tubular elements, and second coupling element for engaging the other tubular element for centring the other tubular element at the central axis. | ||||||
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