ES2051194A2 - Method of installing protective device to big wave - Google Patents

Method of installing protective device to big wave

Info

Publication number
ES2051194A2
ES2051194A2 ES09200067A ES9200067A ES2051194A2 ES 2051194 A2 ES2051194 A2 ES 2051194A2 ES 09200067 A ES09200067 A ES 09200067A ES 9200067 A ES9200067 A ES 9200067A ES 2051194 A2 ES2051194 A2 ES 2051194A2
Authority
ES
Spain
Prior art keywords
caisson
caissons
piles
crane
partition walls
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.)
Granted
Application number
ES09200067A
Other languages
Spanish (es)
Other versions
ES2051194R (en
ES2051194B1 (en
Inventor
Des Deserts Loic Marie Danguy
Dominique Michel
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.)
DORIS ENGINEERING FRANCAISE SA
Original Assignee
DORIS ENGINEERING FRANCAISE SA
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 DORIS ENGINEERING FRANCAISE SA filed Critical DORIS ENGINEERING FRANCAISE SA
Publication of ES2051194A2 publication Critical patent/ES2051194A2/en
Publication of ES2051194R publication Critical patent/ES2051194R/es
Application granted granted Critical
Publication of ES2051194B1 publication Critical patent/ES2051194B1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • 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
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D23/00Caissons; Construction or placing of caissons
    • E02D23/02Caissons able to be floated on water and to be lowered into water in situ
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D25/00Joining caissons, sinkers, or other units to each other under water
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/50Anchored foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/52Submerged foundations, i.e. submerged in open water

Abstract

PURPOSE: To make it unnecessary to use a lift device such as crane or the like and make execution safe and easy by reducing the risk of damaging members to be installed by towing a caisson partially submerged under water in a vicinity of the surface of the sea to an installation site and fixing the caisson on a predetermined support fixed on the sea bed. CONSTITUTION: Two sets of vertical partition walls 51 , 52 , 53 and 61 , 62 , 63 directed in orthogonal directions to each other from a slab 4 are provided, and communication between damping chambers 9 is established by providing openings 8 in the partition walls 61 to 64 . A vertical sleeve 7 is provided to constitute a caisson 1 made of steel reinforced concrete. A plurality of the caissons 1 are towed to an installation site in a floating state and installed on a support constituted by piles 2 for foundation driven into the sea bed 3. A protection device against swell is laid by housing ends of the piles 2 in the sleeve 7 and connecting the caissons 1 at end parts thereof. By such a method, installation can be executed easily without using a lift device such as crane or the like.
ES09200067A 1991-01-15 1992-01-14 PROCEDURE FOR THE INSTALLATION OF A DEVICE FOR PROTECTION AGAINST SWELLS AND DEVICE RESULTING FROM THE PERFORMANCE OF THIS PROCEDURE. Expired - Fee Related ES2051194B1 (en)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
FR9100361A FR2671569B1 (en) 1991-01-15 1991-01-15 METHOD FOR INSTALLING A SWELL PROTECTION DEVICE AND DEVICE RESULTING FROM THE IMPLEMENTATION OF THIS PROCESS.

Publications (3)

Publication Number Publication Date
ES2051194A2 true ES2051194A2 (en) 1994-06-01
ES2051194R ES2051194R (en) 1996-10-16
ES2051194B1 ES2051194B1 (en) 1997-05-16

Family

ID=9408667

Family Applications (1)

Application Number Title Priority Date Filing Date
ES09200067A Expired - Fee Related ES2051194B1 (en) 1991-01-15 1992-01-14 PROCEDURE FOR THE INSTALLATION OF A DEVICE FOR PROTECTION AGAINST SWELLS AND DEVICE RESULTING FROM THE PERFORMANCE OF THIS PROCEDURE.

Country Status (7)

Country Link
JP (1) JPH05132913A (en)
AU (1) AU646319B2 (en)
BR (1) BR9200066A (en)
ES (1) ES2051194B1 (en)
FR (1) FR2671569B1 (en)
IT (1) IT1258766B (en)
MC (1) MC2301A1 (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CA2407139C (en) * 2000-05-12 2008-01-08 Abb Lummus Global, Inc. Temporary floatation stabilization device and method
ES2292507T3 (en) 2000-05-26 2008-03-16 Nishimatsu Construction Co. Ltd. BREAKWATER.
US8641327B2 (en) * 2007-07-30 2014-02-04 Kellogg Brown & Root Llc Methods and apparatus for protecting offshore structures
CN102182203B (en) * 2010-08-19 2015-11-25 江苏道达海上风电工程科技有限公司 A kind of steel row's formula anemometer tower foundation and anemometer tower structure
AP2016009522A0 (en) * 2014-04-16 2016-10-31 Team Engineering S P A Device for the construction of platforms in water on foundation piles, and relative procedure.

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB149137A (en) * 1919-08-28 1920-08-12 Guy Anson Maunsell Improvements in construction of wharves and the like
US2920454A (en) * 1953-12-07 1960-01-12 Edwin M Wolf Apparatus for protecting offshore structures
ES473481A1 (en) * 1977-09-19 1979-04-01 Landen Arie Van Der A method for building and transporting parts of a marine structure, a vessel for use in this method and structure built up by this method.
FR2592413A3 (en) * 1985-12-30 1987-07-03 Vache Jean Claude Foundation with floating base for offshore structures
EP0381572A1 (en) * 1989-01-30 1990-08-08 GOUVERNEMENT MONEGASQUE représenté par LE SERVICE DES TRAVAUX PUBLICS MONEGASQUES (DIVISION DES TRAVAUX MARITIMES) Device for attenuating sea swell

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB149137A (en) * 1919-08-28 1920-08-12 Guy Anson Maunsell Improvements in construction of wharves and the like
US2920454A (en) * 1953-12-07 1960-01-12 Edwin M Wolf Apparatus for protecting offshore structures
ES473481A1 (en) * 1977-09-19 1979-04-01 Landen Arie Van Der A method for building and transporting parts of a marine structure, a vessel for use in this method and structure built up by this method.
FR2592413A3 (en) * 1985-12-30 1987-07-03 Vache Jean Claude Foundation with floating base for offshore structures
EP0381572A1 (en) * 1989-01-30 1990-08-08 GOUVERNEMENT MONEGASQUE représenté par LE SERVICE DES TRAVAUX PUBLICS MONEGASQUES (DIVISION DES TRAVAUX MARITIMES) Device for attenuating sea swell

Also Published As

Publication number Publication date
JPH05132913A (en) 1993-05-28
FR2671569A1 (en) 1992-07-17
AU646319B2 (en) 1994-02-17
ITMI920051A0 (en) 1992-01-14
ITMI920051A1 (en) 1993-07-14
MC2301A1 (en) 1993-09-06
ES2051194R (en) 1996-10-16
ES2051194B1 (en) 1997-05-16
AU1018492A (en) 1992-07-23
FR2671569B1 (en) 1995-12-29
IT1258766B (en) 1996-02-27
BR9200066A (en) 1992-09-08

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