ES2028116T3 - Estructura sumergida y flexible de contencion de olas y metodo de construirla. - Google Patents

Estructura sumergida y flexible de contencion de olas y metodo de construirla.

Info

Publication number
ES2028116T3
ES2028116T3 ES198787402125T ES87402125T ES2028116T3 ES 2028116 T3 ES2028116 T3 ES 2028116T3 ES 198787402125 T ES198787402125 T ES 198787402125T ES 87402125 T ES87402125 T ES 87402125T ES 2028116 T3 ES2028116 T3 ES 2028116T3
Authority
ES
Spain
Prior art keywords
waves
present
reduces
liquid
building
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.)
Expired - Lifetime
Application number
ES198787402125T
Other languages
English (en)
Inventor
Masahiro Tanaka
Takumi Ohyama
Akihiko Hirayama
Tetsushi Kiyokawa
Seiji Ichii
Yutaka Katsura
Tadashi Ono
Katsunori Shimizu
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shimizu Construction Co Ltd
Original Assignee
Shimizu Construction Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shimizu Construction Co Ltd filed Critical Shimizu Construction Co Ltd
Application granted granted Critical
Publication of ES2028116T3 publication Critical patent/ES2028116T3/es
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Revetment (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

EL PRESENTE INVENTO PROVEE UNA ESTRUCTURA QUE REDUCE ONDA ELASTICA LA CUAL REDUCE LAS ONDAS QUE SE PROPAGAN EN LA SUPERFICIE DEL LIQUIDO DE PROPAGARSE SOBRE LA ESTRUCTURA REDUCTORA. EL PRESENTE INVENTO TAMBIEN PROVEE UN METODO DE CONSTRUIR LA ESTRUCTURA QUE REDUCE LAS ONDAS. LA ESTRUCTURA DEL PRESENTE INVENTO DEBE SER USADA PARA FORMAR SUPERFICIES DE AGUA QUIETAS PARA PUERTAS, PARA AREAS DONDE SE REPRESENTEN DEPORTES ACUATICOS, ETC. LA ESTRUCTURA DEL PRESENTE INVENTO SE DISTINGUE DEL ROMPEAGUAS CONVENCIONAL POR SER MAS PEQUEÑO EN ANCHURA Y MAS BAJO EN ALTURA. TAMBIEN SE DISTIGUEN DE UNO CONVENCIONAL POR SER CONSTRUIBLE Y MOVIBLE FACILMENTE, RAPIDAMENTE Y DE COSTE ECONOMICO. EL METODO DE CONSTRUIR LA ESTRUCTURA PROVEE UN METODO PRACTICO QUE PERMITE HACER EL MAXIMO USO DE LAS CARACTERISTICAS ARRIBA MENCIONADAS DE LA ESTRUCTURA EN CONSTRUCCION. LA ESTRUCTURA QUE REDUCE LA ONDA ELASTICA DEL PRESENTE INVENTO REALIZA LAS CARACTERISTICAS ANTES MENCIONADAS POR COMPRENDER AL MENOS UNOS MEDIOS QUEABSORVEN ENERGIA TENIENDO UN CUERPO ELASTICO CONSTRUIDO EN UNA PARTE INFERIOR DEL LIQUIDO DESTINADO A LA REGION DONDE LA ONDA TIENE QUE SER REDUCIDA. LA ESTRUCTURA REDUCE LA AMPLITUD DE LAS ONDAS QUE PASAN SOBRE ELLA POR CONSUMIR LA ENERGIA DE LA ONDA MIENTRAS SE DEFORMA AL CAMBIO DE DISTRIBUCION DE PRESION CAUSADO POR LAS ONDAS Y POR SU ENERGIA CINETICA QUE IRRADIA DENTRO DEL LIQUIDO Y LA TIERRA A SU ALREDEDOR. DEBIDO AL MECANISMO DE CONSUMO ANTES MENCIONADO, LA ESTRUCTURA ES MAS EFECTIVA QUE LOS ROMPEAGUAS SUMERGIDOS CONVENCIONALES EN REDUCIR ONDAS DE PROPAGARSE SOBRE ELLO. ADEMAS, DEBIDO A QUE LA ESTRUCTURA ES ELASTICA Y PROFUNDAMENTE SUMERGIDA BAJO AGUA, NO ENTORPECE A LOS BARCOS DE PASAR SOBRE ELLO. POR LO TANTO, LLEGA A SER POSIBLE CREAR UNA REGION QUIETA EN UNA SUPERFICIE DE LIQUIDO SIN ENTORPECER UNA NAVEGACION DE BARCOS Y SIN CREAR UN PELIGRO DE NAUFRAGAR LOS BARCOS.
ES198787402125T 1987-09-23 1987-09-23 Estructura sumergida y flexible de contencion de olas y metodo de construirla. Expired - Lifetime ES2028116T3 (es)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
EP87402125A EP0308562B1 (en) 1987-09-23 1987-09-23 Submerged flexible wave restraining structure and a method of constructing it

Publications (1)

Publication Number Publication Date
ES2028116T3 true ES2028116T3 (es) 1992-07-01

Family

ID=8198254

Family Applications (1)

Application Number Title Priority Date Filing Date
ES198787402125T Expired - Lifetime ES2028116T3 (es) 1987-09-23 1987-09-23 Estructura sumergida y flexible de contencion de olas y metodo de construirla.

Country Status (4)

Country Link
US (1) US4958956A (es)
EP (1) EP0308562B1 (es)
AU (1) AU594507B2 (es)
ES (1) ES2028116T3 (es)

Families Citing this family (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2669052B1 (fr) * 1990-11-12 1993-04-02 Larcher Marc Dispositif de lutte contre l'erosion marine.
US5507594A (en) * 1994-05-04 1996-04-16 Speicher; Donald E. Method and apparatus for constructing an artificial reef
DE4431081C1 (de) * 1994-09-01 1996-04-25 Awu Consult Ingenieurgesellsch Schwimmfähiges Wellenschutzsegment und Verfahren zur Herstellung einer Wellenschutzwand
US5984577A (en) * 1997-06-18 1999-11-16 Strong; William P. Flotation flood wall
US6164870A (en) * 1998-04-24 2000-12-26 Baruh; Bradford G. Portable dike having air inflatable reinforcement
EP1105580B1 (en) * 1998-08-07 2003-06-04 Alethea Rosalind Melanie Hall Method of forming an artificial reef unit
US20030077122A1 (en) * 2001-03-26 2003-04-24 Carnahan Richard P. Artificial reef
US7357598B1 (en) 1999-08-05 2008-04-15 Bradley Industrial Textiles, Inc. Apparatus and method for deploying geotextile tubes
WO2003060241A1 (en) * 2002-01-18 2003-07-24 Artificial Surf Reefs Limited Method of wave modification and reef for wave modification
US7491016B2 (en) * 2005-12-29 2009-02-17 Baruh Bradford G Portable dike and floatation device
EP2252741B1 (en) * 2008-02-05 2016-12-14 Shoreform Limited Sediment accretion method
NZ599275A (en) * 2009-09-23 2014-07-25 Bright Energy Storage Technologies Llp System for underwater compressed fluid energy storage and method of deploying same
US9557079B2 (en) * 2010-07-14 2017-01-31 Bright Energy Storage Technologies, Llp System and method for storing thermal energy
CN103397615B (zh) * 2013-07-05 2015-06-03 河海大学 一种环抱式港区建设期防淤减淤的设计方法
US9808726B2 (en) 2013-11-22 2017-11-07 Garrett T. Johnson System and method for rider propulsion
CN103774605B (zh) * 2014-01-10 2015-09-16 河海大学 一种提高环抱式港池水体交换能力的设计方法
EP3094575A4 (en) * 2014-01-15 2017-11-29 Bright Energy Storage Technologies, LLP Underwater energy storage using compressed fluid
WO2016026982A1 (en) * 2014-08-22 2016-02-25 Anderberg Development Ab Wave damper
CN104631377B (zh) * 2015-03-11 2017-01-18 河海大学 一种环抱式港区水体交换通道的设计方法
CN107558436B (zh) * 2017-10-24 2023-04-28 武汉理工大学 一种用于浅水域高效削减长周期波的柔性消波装置
CN114032835B (zh) * 2021-12-14 2023-01-24 厦门理工学院 一种无锚式柔性防波堤及无锚式柔性防波堤的安装方法

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
NL863C (nl) * 1914-02-09 1914-12-15 Tex Karel Den Werkwijze voor de aanleg in water van dammen, verhogingen, weringen enz
US3197963A (en) * 1960-07-19 1965-08-03 Univ Minnesota Wave attenuator
US3191386A (en) * 1962-01-19 1965-06-29 Robert L Wiegel Hovering bag breakwater
ZA735820B (en) * 1972-09-05 1974-07-31 Koninkl Nederhorst Boum Bv Collapsible weir
AU5090279A (en) * 1978-09-19 1980-03-27 Aldo Caligaris Breakwater
JPS5869909A (ja) * 1981-10-20 1983-04-26 Takeshi Ijima 消波装置
AU534524B1 (en) * 1982-07-29 1984-02-02 Silvester, R. Elements filled with hardenable slurry for making wave and swash resistant structures
FR2565271B1 (fr) * 1984-06-01 1987-03-20 Leviel Christian Barrages gonflables a enveloppes multiples, et principe d'ancrage de structures souples sur des ouvrages immerges

Also Published As

Publication number Publication date
EP0308562A1 (en) 1989-03-29
US4958956A (en) 1990-09-25
AU594507B2 (en) 1990-03-08
AU7894587A (en) 1989-04-06
EP0308562B1 (en) 1991-12-27

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