WO2011070192A1 - Système universel de mise à flot et de lancement et procédé de fonctionnement - Google Patents

Système universel de mise à flot et de lancement et procédé de fonctionnement Download PDF

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Publication number
WO2011070192A1
WO2011070192A1 PCT/ES2010/000503 ES2010000503W WO2011070192A1 WO 2011070192 A1 WO2011070192 A1 WO 2011070192A1 ES 2010000503 W ES2010000503 W ES 2010000503W WO 2011070192 A1 WO2011070192 A1 WO 2011070192A1
Authority
WO
WIPO (PCT)
Prior art keywords
launching
platform
load
water
pillars
Prior art date
Application number
PCT/ES2010/000503
Other languages
English (en)
Spanish (es)
Other versions
WO2011070192A4 (fr
Inventor
Cesar Del Campo Y Rulz De Almodovar
Original Assignee
Grupo De Ingeniería Oceánica, S.L
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 Grupo De Ingeniería Oceánica, S.L filed Critical Grupo De Ingeniería Oceánica, S.L
Priority to KR1020127018035A priority Critical patent/KR20120120216A/ko
Priority to SG2012042107A priority patent/SG181576A1/en
Priority to CN201080063758XA priority patent/CN102762447A/zh
Priority to US13/514,603 priority patent/US20120321387A1/en
Priority to EP10835515.7A priority patent/EP2511169A4/fr
Priority to BR112012013960A priority patent/BR112012013960A2/pt
Publication of WO2011070192A1 publication Critical patent/WO2011070192A1/fr
Publication of WO2011070192A4 publication Critical patent/WO2011070192A4/fr

Links

Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63C—LAUNCHING, HAULING-OUT, OR DRY-DOCKING OF VESSELS; LIFE-SAVING IN WATER; EQUIPMENT FOR DWELLING OR WORKING UNDER WATER; MEANS FOR SALVAGING OR SEARCHING FOR UNDERWATER OBJECTS
    • B63C3/00—Launching or hauling-out by landborne slipways; Slipways
    • B63C3/06—Launching or hauling-out by landborne slipways; Slipways by vertical movement of vessel, i.e. by crane
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02C—SHIP-LIFTING DEVICES OR MECHANISMS
    • E02C5/00—Mechanisms for lifting ships vertically
    • E02C5/02—Mechanisms for lifting ships vertically with floating chambers

Definitions

  • the technical sector in which the invention is framed is that corresponding to the different systems of launching and launching of ships or platforms, either to the sea or to inland waters.
  • the boathouse it is the most primitive system, it is currently used for smaller vessels. It consists of an inclined plane on which the object to submerge or lift is moved.
  • the dry dock it is a sluice where the ship is introduced and once closed, the water inside is pumped until the boat is supported on a bed or riding school.
  • Floating dock this is a naval device that, by flooding tanks, sinks the structure to allow the vessel to be repaired or built to enter it. Once in place, these tanks shrink causing the set to rise, thus achieving dry setting.
  • Syncrolift it is a system of articulated beams or winches that have mechanical hooks at their ends.
  • the set can be operated synchronously generating a large lifting platform.
  • the present invention aims at describing an afloat equipment that allows any type of structure or vessel to be thrown out of the water, regardless of its size or weight, nor the type of terrain. of the site and that it be done in an economically viable way.
  • the afloat system object of the present invention has a fully flexible and versatile system.
  • This system includes one or several platforms on which the load will be supported (boat, platform or floating structure, ...) that you want to submerge or extract from the sea. If it is a load of large dimensions or heavy weight, two or more platforms can be installed in parallel and with a sufficient length for said load. On the contrary, if what you want to launch is, for example, a small boat, with a single platform not too long, would be enough.
  • the platform To introduce a load into the water, the platform must first be fixed to the dock, by means of a system that allows it to rise and fall in height and that includes vertical sliding guides fixed to the barrel of the same.
  • the platform is then supported at the bottom, by means of telescopic pillars. If the bottom of the port is made of sludge or material with low load capacity, the system has some tubes, for the automatic driving and injection of piles, on which the base of each column of telescopic tubes will be supported in the future, guaranteeing the load capacity and eliminating differential seats.
  • the platform is supported on the ground on the previously executed piles, simply by injecting water into the cylinders that make up the set of telescopic supports to the ground. Water continues to be injected under pressure until the pillars descend and the platform rises until it flush with the level of the pier.
  • the load is placed on them with a load transfer system.
  • Multi-purpose as it is used for all types of loads, regardless of weight or size.
  • Figure 1 Perspective of the afloat system with two support platforms
  • FIG. 3 Floating system plant
  • Figure 5 Platform with two rows of support pillars
  • the system consists of one or several support platforms (two are shown in the figure), of the required length depending on the dimensions of the load.
  • these support platforms will be where the load that you want to float is located.
  • the platforms may have two or more rows of telescopic pillars, as shown in Figure 5.
  • the support platforms are fixed to the pier through vertical guides (7) screwed perpendicular to the surface of the water.
  • the guides (7) are composed of two rails with a U-section between which a cylinder with the ends of a larger diameter than the center bar (that is, dumbbell-shaped) is fitted.
  • the objective that is pursued when designing the cylinder is that those wider ends are those that get caught in the U-shaped guides and slide through them, being able to go up and down.
  • an axis that will join the support platform to the spring.
  • the fact that said axis is joined by means of a joint, gives the support platform a degree of freedom so that its movement has a game that allows it to oscillate slightly from top to bottom.
  • the support platform can be raised and lowered, as will be explained later, at the desired height by sliding along the guides (7) fixed to the dock.
  • Each support platform comprises a drawer-type load beam (3) that is stiffened with an internal structure (5).
  • an internal structure (5) In the upper part of the beam (3) there are sliding rails (6) that will allow the load to be floated to slide through them until they are in the required place.
  • Each beam (3) has a series of supports of the telescopic pillar type (2) whose base is formed by a plate called the support plate (1).
  • This support plate (1) has a series of drills (in figure 3 four are represented) called auxiliary pilot tubes (4) that are matched with as many through holes or auxiliary tubes (4) that the beam (3) has ) around the pillar.
  • the objective of said auxiliary tubes (4) is to be able to introduce through them, from the beam (3), piles that are driven and injected at the bottom to the depth necessary to create a firm base to the support plate of the structure when you are working, avoiding differential seats regardless of the type of terrain you have.
  • the following explains what the method of operation of the equipment would be if you want to introduce a boat, platform or any kind of structure in the sea.
  • the method comprises the following stages:
  • the appropriate platforms will have been previously designed and built, depending on the use they are intended for: if they are for repair and maintenance of the operating fleet in the environment of its characteristics and if they are for the manufacture of platforms or artifacts , depending on their weights and dimensions.
  • the vertical displacement guides of each platform are fixed to the pier's barrel.
  • two U-shaped guides are screwed with steel and epoxy plugs, perpendicular to the surface of the water, and a cylinder (with the larger diameter ends) that slides along the guides is introduced into them. and down.
  • an axis is attached by means of a joint that joins the support platform with the guides (7) and, consequently, with the spring.
  • the platform is lowered, simply by opening the valves that hold the water inside the pillars (2). Then the valves of the ballast tanks of the launching platform are opened, which are intended to keep it submerged below the level of floating of the load, so that said load loses contact with the platform, begins to float and can be towed .
  • the water is finished by removing the pillars (2) with a pump.
  • the support platforms can stay afloat, attached to the dock and with the telescopic pillars (2) collected above.
  • the folded pillars can be protected with some type of sheath to avoid deterioration if they will be extended for a long period of time.
  • this system is totally valid for the launching or removal of any type of boat or structure, regardless of its dimensions, since you only have to vary the number of support platforms, the number of telescopic pillars that as mentioned, they can be one, two, three or even more rows of parallel telescopic pillars or the separation between them, or the diameter of the pillars, to adapt to the type of load that you want to submerge or extract from the water.

Abstract

L'invention concerne un système universel de mise à flot et de lancement et un procédé de fonctionnement qui comprend une ou plusieurs plates-formes sur lesquelles est portée la charge à immerger ou à extraire de la mer. Pour introduire une charge dans l'eau, la plate-forme doit être fixée à un quai, par l'intermédiaire d'un système qui lui permet de monter et de descendre; puis la plate-forme doit être fixée au fond, à l'aide de poutres et de pilots et enfin la charge doit être placée sur la plate-forme. Une fois la charge mise en place, la plate-forme est abaissée de façon que la charge puisse être légèrement immergée et qu'elle puisse flotter. Si la charge doit être extraite de l'eau, les opérations seront inversées : la plate-forme est à l'état immergé, la charge est mise en place sur la plate-forme puis celle-ci est levée, de façon que la charge puisse être sortie sur le quai.
PCT/ES2010/000503 2009-12-11 2010-12-10 Système universel de mise à flot et de lancement et procédé de fonctionnement WO2011070192A1 (fr)

Priority Applications (6)

Application Number Priority Date Filing Date Title
KR1020127018035A KR20120120216A (ko) 2009-12-11 2010-12-10 유니버설 인양 및 진수 시스템과 작동 방법
SG2012042107A SG181576A1 (en) 2009-12-11 2010-12-10 Universal floating and launching system and operating method
CN201080063758XA CN102762447A (zh) 2009-12-11 2010-12-10 通用的再浮起和下水系统及其运行方法
US13/514,603 US20120321387A1 (en) 2009-12-11 2010-12-10 Universal refloating and launching system and method of operation
EP10835515.7A EP2511169A4 (fr) 2009-12-11 2010-12-10 Système universel de mise à flot et de lancement et procédé de fonctionnement
BR112012013960A BR112012013960A2 (pt) 2009-12-11 2010-12-10 sistema universal de reflutuação e de lançamento, e, método de operação do mesmo

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ES200902310A ES2361863B1 (es) 2009-12-11 2009-12-11 Sistema universal de puesta a flote y botadura y método de funcionamiento.
ESP200902310 2009-12-11

Publications (2)

Publication Number Publication Date
WO2011070192A1 true WO2011070192A1 (fr) 2011-06-16
WO2011070192A4 WO2011070192A4 (fr) 2011-08-11

Family

ID=44123100

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/ES2010/000503 WO2011070192A1 (fr) 2009-12-11 2010-12-10 Système universel de mise à flot et de lancement et procédé de fonctionnement

Country Status (10)

Country Link
US (1) US20120321387A1 (fr)
EP (1) EP2511169A4 (fr)
KR (1) KR20120120216A (fr)
CN (1) CN102762447A (fr)
AR (1) AR079357A1 (fr)
BR (1) BR112012013960A2 (fr)
CL (1) CL2012001521A1 (fr)
ES (1) ES2361863B1 (fr)
SG (1) SG181576A1 (fr)
WO (1) WO2011070192A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102417016A (zh) * 2010-09-27 2012-04-18 上海市枫泾中学 碳纤船坞水压平台

Families Citing this family (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6550128B2 (ja) * 2014-11-27 2019-07-24 グラヴィフロート アクティーゼルスカブＧｒａｖｉｆｌｏａｔ Ａｓ 海上活動のための海底ターミナル
CN104746525A (zh) * 2015-01-22 2015-07-01 中交二航局第三工程有限公司 大型沉箱下水升降平台系统
CN105836061A (zh) * 2016-03-21 2016-08-10 中国船舶工业集团公司第七○八研究所 一种自升半潜式下水的工作平台
US10364003B2 (en) * 2016-05-17 2019-07-30 Cmi Limited Co. Hybrid fixed/floating marine structures
US10597127B2 (en) * 2016-05-20 2020-03-24 Sea Power Boat Lifts, Llc Boat lift
US9944360B2 (en) 2016-08-23 2018-04-17 Michael Franklin Swim lift
AU2017347309B2 (en) * 2016-10-19 2019-10-03 Ame2 Pte Ltd System and method for off-shore and in-shore aquaculture using floating closed containment farming and amalgamated facility
AR109872A1 (es) * 2016-10-27 2019-01-30 Gravifloat As Planta portuaria y método para fondear un cuerpo flotante en una planta portuaria
FR3067047B1 (fr) 2017-06-06 2019-07-26 Ideol Procede de mise a l'eau
CN107226182A (zh) * 2017-06-13 2017-10-03 广东中远船务工程有限公司 一种大型船舶的水下转移船台的方法及系统

Citations (5)

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Publication number Priority date Publication date Assignee Title
FR1385516A (fr) * 1963-11-27 1965-01-15 Alsthom Cgee élévateur de péniches par moyen hydraulique
US4267788A (en) * 1977-09-14 1981-05-19 Blanco Manuel G Self-stabilized elevator-float for drydocking or floating any type of vessel
US4708081A (en) * 1986-05-30 1987-11-24 Arsham Amirikian Stabilizer for floating and submersible structures
US6547485B2 (en) * 2001-03-14 2003-04-15 Hydrohoist International, Inc. Stern-on mooring boat lift
US7419329B1 (en) * 2007-10-26 2008-09-02 Craig Allen Tafoya Semi-submersible dry-docking lift apparatus

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US3276211A (en) * 1964-01-27 1966-10-04 Theodore R Drake Dry dock
US4251993A (en) * 1979-04-30 1981-02-24 Vancil Karl L Hydraulic boat lift with regulating system therefor
US4432664A (en) * 1981-03-03 1984-02-21 Duraline Products Corporation Boat hoist
DK161628C (da) * 1985-04-16 1992-01-13 Dme Handel & Licens Indretning til loeftning af skibe
US5755529A (en) * 1996-05-23 1998-05-26 Follett; R.R. Brad Boat lift
US6591770B1 (en) * 2000-10-23 2003-07-15 St. Croix Marine Products, Inc. Boating lift
US6938572B1 (en) * 2002-08-13 2005-09-06 Lucky W. Besecker Swim lift platform
US7059803B2 (en) * 2002-08-22 2006-06-13 Wayne G. Floe Powered boatlift with electronic controls

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR1385516A (fr) * 1963-11-27 1965-01-15 Alsthom Cgee élévateur de péniches par moyen hydraulique
US4267788A (en) * 1977-09-14 1981-05-19 Blanco Manuel G Self-stabilized elevator-float for drydocking or floating any type of vessel
US4708081A (en) * 1986-05-30 1987-11-24 Arsham Amirikian Stabilizer for floating and submersible structures
US6547485B2 (en) * 2001-03-14 2003-04-15 Hydrohoist International, Inc. Stern-on mooring boat lift
US7419329B1 (en) * 2007-10-26 2008-09-02 Craig Allen Tafoya Semi-submersible dry-docking lift apparatus

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102417016A (zh) * 2010-09-27 2012-04-18 上海市枫泾中学 碳纤船坞水压平台

Also Published As

Publication number Publication date
CN102762447A (zh) 2012-10-31
EP2511169A4 (fr) 2014-02-26
US20120321387A1 (en) 2012-12-20
SG181576A1 (en) 2012-07-30
ES2361863B1 (es) 2012-05-09
EP2511169A1 (fr) 2012-10-17
WO2011070192A4 (fr) 2011-08-11
BR112012013960A2 (pt) 2019-09-24
ES2361863A1 (es) 2011-06-24
CL2012001521A1 (es) 2013-01-11
AR079357A1 (es) 2012-01-18
KR20120120216A (ko) 2012-11-01

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