EP2769026B1 - Vorrichtung und verfahren zur reduzierung von akustischen schwingungen in einer flüssigkeit - Google Patents

Vorrichtung und verfahren zur reduzierung von akustischen schwingungen in einer flüssigkeit Download PDF

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Publication number
EP2769026B1
EP2769026B1 EP12740882.1A EP12740882A EP2769026B1 EP 2769026 B1 EP2769026 B1 EP 2769026B1 EP 12740882 A EP12740882 A EP 12740882A EP 2769026 B1 EP2769026 B1 EP 2769026B1
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EP
European Patent Office
Prior art keywords
tube structure
liquid
foundation member
foundation
tube
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Revoked
Application number
EP12740882.1A
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English (en)
French (fr)
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EP2769026A1 (de
Inventor
Anders Ørgård HANSEN
Kurt Elith Thomsen
Mads Bendt
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LO NOISE APS
LO-NOISE APS
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LO NOISE APS
LO-NOISE APS
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Application filed by LO NOISE APS, LO-NOISE APS filed Critical LO NOISE APS
Publication of EP2769026A1 publication Critical patent/EP2769026A1/de
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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/005—Sound absorbing accessories in piling
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers

Definitions

  • DE10302219 describes an offshore solution in which the pile or post is noise insulated from the surrounding water by a large number of gas filled compartments or cells.
  • the method further comprises the step of adjusting the inclination of the tube structure.
  • the adjusting of the inclination of the tube structure is performed by use of a support structure, preferably comprising a plurality of legs with one end supporting the tube structure and the other resting at the bottom of the liquid.
  • the bottom of the liquid can have different inclinations and normally it is desired that the inclination of the foundation member is vertical.
  • a support structure as mentioned can be used to ensure that.
  • the driver, driving down said foundation members into said bottom of said flooded environment is a vibrator.
  • a gas bubble curtain being blown out, around the extendable guide, at the lower part of the extendable guide, while driving in said foundation member to reduce noise mitigation from said extendable guide and said foundation member, to the flooded environment.

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  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)
  • Earth Drilling (AREA)

Claims (17)

  1. Vorrichtung zur Reduzierung von Schallschwingungen, wenn ein Fundamentelement (10) unter die Oberfläche der Flüssigkeit getrieben wird, sodass ein Ende in dem Grund (9) der Flüssigkeit verankert ist, dadurch gekennzeichnet, dass
    - eine Rohrstruktur (3) zum Absenken eines Abschnitts der Rohrstruktur (3) unter die Oberfläche der Flüssigkeit (9) angepasst, und zum Positionieren des Fundamentelements (10) in Längsrichtung innerhalb der Rohrstruktur (3) geeignet ist,
    - Abdichtungseinrichtungen (7) mit der Rohrstruktur (3) in Kontakt stehen und angepasst sind, um ein enthaltenes Volumen durch Kontakt zwischen dem Abschnitt der Rohrstruktur (3) unter der Oberfläche und dem Fundamentelement (10) zu erzeugen, wenn das Fundamentelement in Längsrichtung innerhalb der Rohrstruktur (3) positioniert ist, um das Fundamentelement (10) nach unten zu treiben, und
    - Pumpeinrichtungen (15), die angepasst sind, um Flüssigkeit aus dem enthaltenen Volumen (12) zu entfernen, wenn das Fundamentelement (10) in Längsrichtung innerhalb der Rohrstruktur (3) positioniert ist, und das enthaltene Volumen (12) erzeugt wurde.
  2. Vorrichtung nach Anspruch 1, wobei die Vorrichtung weiterhin eine Trägerstruktur umfasst, die eine Mehrzahl von mit der Rohrstruktur verbundenen schwenkbaren Beinen umfasst, wobei die Mehrzahl von Beinen angepasst ist, um die Rohrstruktur durch Positionieren der Mehrzahl von Beinen auf dem Grund der Flüssigkeit zu tragen.
  3. Vorrichtung nach einem der vorangegangenen Ansprüche, wobei die Vorrichtung weiterhin eine Trägerstruktur umfasst, die angepasst ist, um die Rohrstruktur in einer im Wesentlichen vertikalen Position zu halten.
  4. Vorrichtung nach einem der vorangegangenen Ansprüche, wobei die Abdichtungseinrichtungen an der Rohrstruktur befestigt sind.
  5. Vorrichtung nach einem der vorangegangenen Ansprüche, wobei die Abdichtungseinrichtung einen erweiterbaren Abschnitt umfasst, der angepasst ist, um erweitert zu werden, wenn das Fundamentelement in Längsrichtung innerhalb der Rohrstruktur positioniert wird, wodurch eine dichte Abdichtung sichergestellt wird.
  6. Vorrichtung nach einem der vorangegangenen Ansprüche, wobei die Rohrstruktur teleskopische Abschnitte umfasst, die angepasst sind, um die Rohrstruktur zu verlängern oder zu verkürzen.
  7. Vorrichtung nach einem der vorangegangenen Ansprüche, wobei das enthaltene Volumen zu der Atmosphäre hin offen ist.
  8. System, umfassend eine Mehrzahl von Vorrichtungen nach einem der vorangegangenen Ansprüche, wobei die Mehrzahl von Vorrichtungen durch mindestens einen Abstandshalter verbunden ist, um eine zuvor bestimmte Position der in den Rohrstrukturen positionierten Fundamentelemente im Verhältnis zueinander sicherzustellen.
  9. Vorrichtung zur Reduzierung von Schallschwingungen in einer Flüssigkeit, wenn ein Fundamentelement (10) unter die Oberfläche der Flüssigkeit getrieben wird, sodass ein Ende in dem Grund (9) der Flüssigkeit verankert ist, umfassend die Schritte des
    - Absenkens eines Abschnitts einer Rohrstruktur (3) unter die Oberfläche der Flüssigkeit,
    - Einsetzens eines Fundamentelements (10) in die Rohrstruktur (3),
    - Erzeugens eines enthaltenen Volumens (12) zwischen dem Fundamentelement (10) und der Rohrstruktur (3), wobei Abdichtungseinrichtungen (7) in Abdichtungskontakt mit dem Fundamentelement (10) und der Rohrstruktur (3) stehen,
    - Entfernens von Flüssigkeit aus dem enthaltenen Volumen (12), des aufeinanderfolgenden Treibens des Fundamentelements (10) in den Grund der Flüssigkeit (9) mit reduzierten Schallschwingungen.
  10. Verfahren nach Anspruch 8, weiterhin umfassend den Schritt des Einstellens der Neigung der Rohrstruktur.
  11. Verfahren nach Anspruch 9, wobei das Einstellen der Neigung der Rohrstruktur durch Verwendung einer Trägerstruktur durchgeführt wird, die vorzugsweise eine Mehrzahl von Beinen umfasst, wobei ein Ende die Rohrstruktur trägt, und das andere auf dem Grund der Flüssigkeit ruht.
  12. Verfahren nach einem der Ansprüche 8 bis 10, wobei, nachdem das Fundamentelement nach unten in den Grund getrieben wurde, der folgende Schritt ausgeführt wird:
    Anheben der Rohrstruktur über das Fundamentelement und dadurch Entfernen der Rohrstruktur von dem Fundamentelement.
  13. Verfahren nach einem der Ansprüche 8 bis 11, wobei die Rohrstruktur auf den Grund der Flüssigkeit abgesenkt wird.
  14. Verfahren nach einem der Ansprüche 8 bis 12, wobei die Rohrstruktur teleskopische Elemente zum Verlängern und Verkürzen der Rohrstruktur umfasst.
  15. Verfahren nach einem der Ansprüche 8 bis 13, wobei das Absenken eines Abschnitts einer Rohrstruktur unter die Oberfläche der Flüssigkeit von einem Fahrzeug ausgeführt wird, welches geeignet ist, auf der Flüssigkeit zu schwimmen.
  16. Verfahren nach Anspruch 14, wobei das Fahrzeug mindestens einen Pfahl umfasst, der auf den Grund der Flüssigkeit abgesenkt wird, um das Fahrzeug zu tragen, wobei das Fahrzeug vorzugsweise über die Oberfläche der Flüssigkeit angehoben wird, während es auf dem mindestens einen Pfahl steht.
  17. Verfahren nach einem der Ansprüche 8 bis 15, wobei eine Mehrzahl von Rohrstrukturen, die durch Abstandsstücke miteinander verbunden sind, verwendet wird, wenn ein Fundamentelement in einem zuvor festgelegten Muster nach unten getrieben wird.
EP12740882.1A 2011-10-17 2012-07-02 Vorrichtung und verfahren zur reduzierung von akustischen schwingungen in einer flüssigkeit Revoked EP2769026B1 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DKPA201100798 2011-10-17
PCT/DK2012/050240 WO2013056713A1 (en) 2011-10-17 2012-07-02 Apparatus and method for reduction of sonic vibrations in a liquid

Publications (2)

Publication Number Publication Date
EP2769026A1 EP2769026A1 (de) 2014-08-27
EP2769026B1 true EP2769026B1 (de) 2016-01-13

Family

ID=46598340

Family Applications (1)

Application Number Title Priority Date Filing Date
EP12740882.1A Revoked EP2769026B1 (de) 2011-10-17 2012-07-02 Vorrichtung und verfahren zur reduzierung von akustischen schwingungen in einer flüssigkeit

Country Status (6)

Country Link
US (1) US20140241815A1 (de)
EP (1) EP2769026B1 (de)
CN (1) CN103890271A (de)
CA (1) CA2849818A1 (de)
DE (1) DE212012000017U1 (de)
WO (1) WO2013056713A1 (de)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL2003073C2 (nl) 2009-06-23 2010-12-27 Ihc Holland Ie Bv Inrichting en werkwijze voor het reduceren van geluid.
NL2013349B1 (en) * 2014-08-21 2016-09-23 Ihc Holland Ie Bv Method of and system for installing foundation elements in an underwater ground formation.
NL2014069B1 (en) * 2014-12-29 2016-10-12 Ihc Holland Ie Bv Noise mitigation system
DE102017117552B4 (de) * 2017-08-02 2023-06-29 Karl-Heinz ELMER Wasserfahrzeug und Druckluftverteileinrichtung
PE20210507A1 (es) * 2018-07-27 2021-03-15 Advanced Drainage Syst Tapones terminales para camaras pluviales y metodos para su fabricacion

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10117109A1 (de) 2001-04-06 2002-12-05 Joachim Falkenhagen Wellschutzring
DE10302219A1 (de) 2003-01-20 2004-09-09 Joachim Falkenhagen Schalldämmpolster für Wasserbaustellen
DE102006008095A1 (de) 2006-02-20 2007-08-23 Menck Gmbh Verfahren und Vorrichtung zum umweltschonenden Rammen unter Wasser
EP2208825A1 (de) 2009-01-16 2010-07-21 Overdick GmbH & co. KG Verfahren zur Installation einer Offshore-Gründungsstruktur auf dem Meeresboden sowie Offshore-Gründungsstruktur
US20120097476A1 (en) 2009-06-23 2012-04-26 Ihc Holland Ie B.V. Device and method for reducing noise

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2184147A5 (de) * 1972-05-08 1973-12-21 Gem
DE2237133C3 (de) * 1972-07-28 1975-04-30 Cordes, Hugo, Dipl.-Ing., 2000 Hamburg Rammhammer mit Schallschluckmantel
NL180448C (nl) * 1974-11-16 1987-02-16 Koehring Gmbh Heiinrichting met waterdicht huis en een door druk aangedreven slaglichaam.
JPS60159218A (ja) 1984-01-28 1985-08-20 Ishikawajima Harima Heavy Ind Co Ltd パイルハンマ−用遮音装置
CN2124256U (zh) * 1992-06-06 1992-12-09 广州市越秀区利源基础工程科研所 一种改进的打桩机低响度落锤

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE10117109A1 (de) 2001-04-06 2002-12-05 Joachim Falkenhagen Wellschutzring
DE10302219A1 (de) 2003-01-20 2004-09-09 Joachim Falkenhagen Schalldämmpolster für Wasserbaustellen
DE102006008095A1 (de) 2006-02-20 2007-08-23 Menck Gmbh Verfahren und Vorrichtung zum umweltschonenden Rammen unter Wasser
EP2208825A1 (de) 2009-01-16 2010-07-21 Overdick GmbH & co. KG Verfahren zur Installation einer Offshore-Gründungsstruktur auf dem Meeresboden sowie Offshore-Gründungsstruktur
US20120097476A1 (en) 2009-06-23 2012-04-26 Ihc Holland Ie B.V. Device and method for reducing noise

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
GERWICK, BEN C. JR., CONSTRUCTION OF MARINE AND OFFSHORE STRUCTURES, 2000, pages 213 - 223, XP055314115

Also Published As

Publication number Publication date
WO2013056713A1 (en) 2013-04-25
CA2849818A1 (en) 2013-04-25
EP2769026A1 (de) 2014-08-27
US20140241815A1 (en) 2014-08-28
CN103890271A (zh) 2014-06-25
DE212012000017U1 (de) 2013-06-06

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