ES2013151A6 - Mejoras introducidas en el manto principal de diques rompeolas. - Google Patents

Mejoras introducidas en el manto principal de diques rompeolas.

Info

Publication number
ES2013151A6
ES2013151A6 ES8901204A ES8901204A ES2013151A6 ES 2013151 A6 ES2013151 A6 ES 2013151A6 ES 8901204 A ES8901204 A ES 8901204A ES 8901204 A ES8901204 A ES 8901204A ES 2013151 A6 ES2013151 A6 ES 2013151A6
Authority
ES
Spain
Prior art keywords
armour
breakwaters
mound
breakwater
thickness
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
ES8901204A
Other languages
English (en)
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to ES8901204A priority Critical patent/ES2013151A6/es
Priority to DE90500030T priority patent/DE69005181D1/de
Priority to EP90500030A priority patent/EP0394175B1/en
Priority to PT93678A priority patent/PT93678B/pt
Publication of ES2013151A6 publication Critical patent/ES2013151A6/es
Priority to US07/591,232 priority patent/US5108223A/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
    • Y—GENERAL 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
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11—Hard 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)

Abstract

MEJORAS INTRODUCIDAS EN EL MANTO PRINCIPAL DE DIQUES ROMPEOLAS. LAS MEJORAS SON APLICABLES EN LOS DIQUES ROMPEOLAS (1) FORMADOS BASICAMENTE POR UN NUCLEO (3), UNAS CAPAS DE FILTRO (4) Y UN MANTO PRINCIPAL (5), ESTE ULTIMO COMO ELEMENTO FUNDAMENTAL QUE PROTEGE AL CUERPO GENERAL DEL DIQUE DE LA ROTURA DE LAS OLAS. LAS MEJORAS CONSISTEN EN DOTAR A LA ESTRUCTURA DEL DIQUE DE UNA MAYOR FIABILIDAD Y RESISTENCIA, Y ELLO EN BASE A AUMENTAR EL ESPESOR DEL MANTO PRINCIPAL (5), EN CORRESPONDENCIA CON LA ZONA DONDE LOS NIVELES (6 Y 7) DEL MAR, DEPENDIENDO DE LA MAREA, CORTAN AL PERFIL EXTERIOR (8) DEL CITADO MANTO (5) Y CUYO MAYOR ESPESOR DETERMINA UN REFUERZO (10) DE PERFIL INTERIOR CONCAVO HACIA EL MAR, BIEN SEA ANGULAR, TRUNCADO, CURVO, ETC., MIENTRAS QUE EL PERFIL EXTERIOR (8) DEL PROPIO MANTO (5) ES UNIFORME. DICHO REFUERZO (10) DEL MANTO (5) CONFIERE A LA ESTRUCTURA GENERAL DEL DIQUE (1) UNA CURVA DE AVERIAS OPTIMA, MEJORANDO LA RESPUESTA RESPECTO DE LOS DIQUES ROMPEOLAS DE DISEÑO CLASICO, DE <PERFIL EN S> Y DE <TIPO BERMA>.
ES8901204A 1989-04-06 1989-04-06 Mejoras introducidas en el manto principal de diques rompeolas. Expired - Lifetime ES2013151A6 (es)

Priority Applications (5)

Application Number Priority Date Filing Date Title
ES8901204A ES2013151A6 (es) 1989-04-06 1989-04-06 Mejoras introducidas en el manto principal de diques rompeolas.
DE90500030T DE69005181D1 (de) 1989-04-06 1990-03-27 Wellenbrechende Seeschutzanlage.
EP90500030A EP0394175B1 (en) 1989-04-06 1990-03-27 Mound breakwater
PT93678A PT93678B (pt) 1989-04-06 1990-04-05 Sistema de construcao aperfeicoamento da camada de revestimento principal de molhes quebra-mar
US07/591,232 US5108223A (en) 1989-04-06 1990-10-01 Armored breakwater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES8901204A ES2013151A6 (es) 1989-04-06 1989-04-06 Mejoras introducidas en el manto principal de diques rompeolas.

Publications (1)

Publication Number Publication Date
ES2013151A6 true ES2013151A6 (es) 1990-04-16

Family

ID=8261326

Family Applications (1)

Application Number Title Priority Date Filing Date
ES8901204A Expired - Lifetime ES2013151A6 (es) 1989-04-06 1989-04-06 Mejoras introducidas en el manto principal de diques rompeolas.

Country Status (5)

Country Link
US (1) US5108223A (es)
EP (1) EP0394175B1 (es)
DE (1) DE69005181D1 (es)
ES (1) ES2013151A6 (es)
PT (1) PT93678B (es)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006067256A1 (es) * 2004-12-22 2006-06-29 Universidad De Granada Dique en talud con geometría de máxima estabilidad

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5899632A (en) * 1997-03-03 1999-05-04 David J. Eardley Beach restoration structure and method
US6394706B1 (en) 1998-12-01 2002-05-28 Blue Marlin Filter, Inc. Sea wall revetment system
US6974273B2 (en) * 2002-07-16 2005-12-13 World Wide Stationery Manufacturing Company Limited Ring binder
BE1018437A3 (nl) * 2008-12-18 2010-11-09 Dredging Internat Nv Werkwijze voor het aanleggen van waterkeringen en kustbeschermingen.
JP6392258B2 (ja) * 2016-02-01 2018-09-19 株式会社不動テトラ 防波堤の構築方法
CN111335248A (zh) * 2020-04-17 2020-06-26 广东水利电力职业技术学院（广东省水利电力技工学校） 一种生态海堤临水侧堤坡排水结构及其施工方法
US12546075B2 (en) * 2022-10-27 2026-02-10 Seabreeze I.P. Shoreline stabilization and erosion control
CN115595955B (zh) * 2022-11-03 2025-08-08 南水北调江苏生态环境有限公司 超厚软土层地区堤防加高培厚的防挤土控沉降加固结构

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1489428A (en) * 1921-01-29 1924-04-08 John F Cushing Breakwater
US1987151A (en) * 1932-12-19 1935-01-08 Union Oil Co Bituminous composition for use in sea walls
FR977065A (fr) * 1942-06-15 1951-03-27 Procédé d'établissement d'un ouvrage hydraulique et ouvrage hydraulique résultant de l'application de ce procédé
FR1013225A (fr) * 1950-02-24 1952-07-24 Neyrpic Ets Formes et dispositions de certains ouvrages exposés aux vagnes et en particulier à la houle
CA1102146A (en) * 1978-12-15 1981-06-02 Gerard E. Jarlan Flow-guiding monolithic blocks for marine structures
ES8607453A1 (es) * 1985-05-31 1986-06-01 Suares Bores Pedro Sistema de abrigo rebasable anulador de energia en diques y-o espigones
AT386634B (de) * 1985-09-18 1988-09-26 Differenz Friedrich Dipl Ing Hangverbau

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2006067256A1 (es) * 2004-12-22 2006-06-29 Universidad De Granada Dique en talud con geometría de máxima estabilidad

Also Published As

Publication number Publication date
DE69005181D1 (de) 1994-01-27
EP0394175A1 (en) 1990-10-24
US5108223A (en) 1992-04-28
PT93678B (pt) 1996-04-30
PT93678A (pt) 1991-10-31
EP0394175B1 (en) 1993-12-15

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Legal Events

Date Code Title Description
FD1A Patent lapsed

Effective date: 20040407