序号 | 专利名 | 申请号 | 申请日 | 公开(公告)号 | 公开(公告)日 | 发明人 |
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181 | SILENCER FOR SILENCING PILE DRIVING INTO THE BED OF A BODY OF WATER, PILE DRIVING SYSTEM AND METHOD | EP14798944.6 | 2014-09-25 | EP3049578B1 | 2017-08-30 | FORMENTI, Massimiliano; BASSETTO, Nicola |
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. | ||||||
182 | METHOD OF AND SYSTEM FOR INSTALLING FOUNDATION ELEMENTS IN AN UNDERWATER GROUND FORMATION | EP15784977.9 | 2015-08-21 | EP3183392A1 | 2017-06-28 | BELDER, Cornelis; VAN LIERE, Erwin Vincent |
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. | ||||||
183 | Rammgerät und Verfahren zum Einrammen eines Pfahlelementes in den Boden | EP14186393.6 | 2014-09-25 | EP3000942B1 | 2017-03-15 | Korherr, Werner; Heilgemeir, Jürgen; Meixner, Michael |
184 | VORRICHTUNG ZUR AKTIVIERUNG DER MANTELREIBUNG VON PFAHLARTIGEN TRAGGLIEDERN | EP16179765.9 | 2016-07-15 | EP3118376A1 | 2017-01-18 | Spang, Christian; Festag, Gerd; Schäfer, René; Denne, Sabrina; Häring, Achilles; Amchislavski, Anna; Sulke, Bernd-Michale; Mähner, Dietmar; Korte, Ansgar; Thünemann, Stefan; Fenneker, Ingo |
Die vorliegende Erfindung betrifft eine Vorrichtung zur Aktivierung der Mantelreibung von pfahlartigen Traggliedern die in Festgestein gegründet werden. Die Vorrichtung umfasst eine Einrichtung, die geeignet ist, eine Höhe der Vorrichtung zu verringern, wenn die Vorrichtung mit einer Druckkraft belastet wird. Durch die Belastung mit der Druckkraft kann eine kontrollierte Setzung eines pfahlartigen Tragglieds im Baugrund hervorgerufen werden, die für die Aktivierung der Mantelreibung an dem pfahlartigen Tragglied ausreichend ist. Außerdem betrifft die Erfindung pfahlartige Tragglieder und Bauwerke die eine solche Vorrichtung umfassen sowie ein Verfahren zur Aktivierung der Mantelreibung von pfahlartigen Traggliedern und ein Verfahren zum Errichten eines Bauwerks. |
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185 | SILENCER FOR SILENCING PILE DRIVING INTO THE BED OF A BODY OF WATER, AND PILE DRIVING SYSTEM AND METHOD | EP14798944.6 | 2014-09-25 | EP3049578A1 | 2016-08-03 | FORMENTI, Massimiliano; BASSETTO, Nicola |
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. | ||||||
186 | Vorrichtung zum Schallschutz für Rammarbeiten zum Einrammen von Pfählen in den Meeresboden | EP15158447.1 | 2015-03-10 | EP2963186B1 | 2016-06-29 | Tekbas, Franz; Paul, Heinz-Werner |
187 | METHOD OF AND DRIVER FOR INSTALLING FOUNDATION ELEMENTS IN A GROUND FORMATION | EP14737035.7 | 2014-06-18 | EP3011112A1 | 2016-04-27 | STAM, Justin Edward |
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. | ||||||
188 | Template for and method of installing a plurality of foundation elements in an underwater ground formation | EP10168348.0 | 2010-07-02 | EP2402511B1 | 2016-03-02 | Jung, Boudewijn Casper; Westerbeek, Jan Albert |
189 | Vorrichtung und Verfahren zum Einbringen von Pfählen in den Meeresboden | EP11184911.3 | 2011-10-12 | EP2441892B1 | 2015-09-16 | Weyres, Bernhard |
190 | APPARATUS AND METHOD FOR REDUCTION OF SONIC VIBRATIONS IN A LIQUID | EP12740882.1 | 2012-07-02 | EP2769026A1 | 2014-08-27 | HANSEN, Anders Ørgård; THOMSEN, Kurt, Elith; BENDT, Mads |
The invention regards an apparatus for reduction of sonic vibrations in a liquid when driving down a foundation member below the surface of the liquid so that one end is rooted in the bottom of the liquid comprising, a tube structure adapted for lowering a section of the tube structure below the surface of the liquid and suitable for longitudinally positioning the foundation member within the tube structure, sealing means in contact with the tube structure and adapted to create a contained volume by contact between the section of the tube structure below the surface and the foundation member when the foundation member is positioned longitudinally within the tube structure for driving down the foundation member, pumping means adapted to remove liquid from the contained volume when the foundation member is positioned longitudinally within the tube structure and the contained volume has been created. | ||||||
191 | CENTRE SYSTEM | EP12730701.5 | 2012-06-22 | EP2723947A1 | 2014-04-30 | JUNG, Boudewijn Casper; HESSELS, Johannes Louis Leonardus |
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 means for fixedly coupling the centre system with one of the first and second tubular elements, and second coupling means for engaging the other tubular element for centring the other tubular element at the central axis. | ||||||
192 | Template for and method of installing a plurality of foundation elements in an underwater ground formation | EP10168348.0 | 2010-07-02 | EP2402511A1 | 2012-01-04 | Jung, Boudewijn Casper; Westerbeek, Jan Albert |
The invention relates to a template (10) for use in installing a plurality of foundation elements, in particular anchor piles (3), relative to one another in an underwater ground formation (2). The template (10) comprises a plurality of guides (11) for the foundation elements (3), which guides (11) are fixed relative to one another by means of a frame (12). At least one of the guides (11) comprises a sound-insulating sleeve (11A) for surrounding a foundation element (3) during driving. |
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193 | Herstellung einer Unterwasserwand | EP02012826.0 | 2002-06-10 | EP1270824B1 | 2010-08-25 | Ricklefs, Jörg; Kahle, Hans; Waedt, Joachim |
194 | VERFAHREN UND VORRICHTUNG ZUM UMWELTSCHONENDEN RAMMEN UNTER WASSER | EP07711594.7 | 2007-02-20 | EP1989358B1 | 2010-05-05 | MOHR, Rainer |
195 | Pfahlführungsvorrichtung | EP05018047.0 | 2005-08-19 | EP1640508B1 | 2008-01-02 | Ros, Martin |
196 | Herstellung einer Unterwasserwand | EP02012826.0 | 2002-06-10 | EP1270824A3 | 2005-11-23 | Ricklefs, Jörg; Kahle, Hans; Waedt, Joachim |
Die Erfindung betrifft eine Vorrichtung (10) und ein Verfahren zur Herstellung einer Unterwasserwand (52) aus einzelnen, entlang ihrer Längskanten verbundenen Bohlen (26), mit einer verfahrbaren, die Bohle führenden Bohlenführungsvorrichtung (24, 28, 30,44), sowie eine Bohlenführungsvorrichtung (24, 28, 30, 44). Um die Herstellung von Unterwasserwänden (52) zu erleichtern, ist gemäß der Erfindung vorgesehen, daß die Bohlenführungsvorrichtung (24, 28, 30, 44) zur Steuerung ein Global-Positioning-System (58, 60, 64) aufweist, um eine Unterwassermontage ohne Tauchereinsatz zu ermöglichen. |
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197 | Lubricating material for extraction of temporarily buried reinforcement | EP95300228.4 | 1995-01-13 | EP0663477A1 | 1995-07-19 | Okamoto, Koichi, Heights Azelea 102; Harada, Nobuyuki; Nakamura, Toshiaki |
A lubricating material (1) for the extraction of a temporarily buried reinforcement is proposed which excels in workability at the site of construction, allows the temporarily buried reinforcement (22) to be easily extracted and recovered from a cement layer (23), and enjoys outstanding economy. This lubricating material enables the temporary reinforcement (22) buried in the cement layer (23) to be easily separated from the cement layer (23) after the cement has been hardened. This lubricating material (1) comprises a water-absorbent polymer sheet having a water-absorbent polymer directly fixed in a substrate. |
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198 | Einrichtung zum Eintreiben von Fundamentrohren od. dgl. in Erdschichten mittels Vibrationsvorrichtung | EP85890309.9 | 1985-12-13 | EP0225420A1 | 1987-06-16 | Theurer, Josef; Ganguly, Mihir |
Einrichtung (31) zum Eintreiben von Fundamentrohren (26,28) für Leitungsmasten (56) an Bahngeleisen in Erdschichten, mittels einer an einem seiten- und höhenverstellbaren Seil-Kran (11) angeordneten Vibrationsvorrichtung (34). Zwischen dem Lasthaken (22) des Krans (11) und der Vibrationsvorrichtung (34) ist zum Beaufschlagen des einzutreibenden Elementes (28) ein hydraulisch beaufschlagbarer Schwingungsdämpfer (35) angeordnet. |
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199 | 入れ子パイプセクションのアセンブリ | JP2012534136 | 2010-10-08 | JP5795318B2 | 2015-10-14 | ユング、ボウデウィーン・カスペル; ウェステルベーク、ヤン・アルベルト |
200 | Centering system | JP2014516941 | 2012-06-22 | JP2014517178A | 2014-07-17 | ボウデビン キャスパー ユング,; ヨハネス ルイ レオナルドゥス ヘッセルズ, |
本発明は、騒音低減スクリーン内に収容された水中杭などの細長い第1および第2の管状要素を第1および第2の管状要素の両方が沿って延びる共通の長手方向中心軸線にセンタリングするための組立体であって、センタリングシステムが、センタリングシステムを第1および第2の管状要素の一方に連結固定するための第1の連結手段と、他方の管状要素を長手方向中心軸線にセンタリングするために他方の管状要素に係合するための第2の連結手段とを備える、組立体に関する。
【選択図】図1 |