ES2366728A1 - Marine soil levelling and consolidation system - Google Patents

Marine soil levelling and consolidation system Download PDF

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Publication number
ES2366728A1
ES2366728A1 ES200902315A ES200902315A ES2366728A1 ES 2366728 A1 ES2366728 A1 ES 2366728A1 ES 200902315 A ES200902315 A ES 200902315A ES 200902315 A ES200902315 A ES 200902315A ES 2366728 A1 ES2366728 A1 ES 2366728A1
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Prior art keywords
tubes
bell
pinion
piece
pinions
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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
ES200902315A
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Spanish (es)
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ES2366728B8 (en
ES2366728B1 (en
Inventor
César Del Campo Y Ruiz De Almodóvar
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Grupo de Ingenieria Oceanica SL
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Grupo de Ingenieria Oceanica SL
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Priority to ES200902315A priority Critical patent/ES2366728B8/en
Priority to EP10835520A priority patent/EP2511431A1/en
Priority to ARP100104580A priority patent/AR079363A1/en
Priority to US13/514,465 priority patent/US20120282040A1/en
Priority to PCT/ES2010/000508 priority patent/WO2011070197A1/en
Publication of ES2366728A1 publication Critical patent/ES2366728A1/en
Application granted granted Critical
Publication of ES2366728B1 publication Critical patent/ES2366728B1/en
Publication of ES2366728B8 publication Critical patent/ES2366728B8/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F3/00—Dredgers; Soil-shifting machines
    • E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
    • E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
    • E02F3/92—Digging elements, e.g. suction heads
    • E02F3/9243—Passive suction heads with no mechanical cutting means
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F3/00—Dredgers; Soil-shifting machines
    • E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/76—Graders, bulldozers, or the like with scraper plates or ploughshare-like elements; Levelling scarifying devices
    • E02F3/80—Component parts
    • E02F3/815—Blades; Levelling or scarifying tools
    • E02F3/8155—Blades; Levelling or scarifying tools provided with movable parts, e.g. cutting discs, vibrating teeth or the like
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/006—Dredgers or soil-shifting machines for special purposes adapted for working ground under water not otherwise provided for
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02F—DREDGING; SOIL-SHIFTING
    • E02F5/00—Dredgers or soil-shifting machines for special purposes
    • E02F5/22—Dredgers or soil-shifting machines for special purposes for making embankments; for back-filling

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Agronomy & Crop Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Soil Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
  • Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)

Abstract

A system for the levelling and consoliation of the sea bed that comprises of a suction hood (1) driven into the ground, a pieza (2) coiled into the hood (1), some L---shaped tubes (3) welded to the part (2), some tubes (4) connnected perpendicularly to each one of the horizontal stretches of the tubes (3), some inclined continuous plates (5) on the free ends of the tubes (4), some tubes connected telescopically (6) on the inside of the suction hood and a pinion (7) that allows the tubes to turn (3). Furthermore, for the consolidation of the sea bed, comprised of a hopper (8) in which the grout that is going to be used is stored to consolidate the ground, some bombas de cavidad progresiva that are located inside the vertical part of the tubes (3) and some pinions connected to the axle of the pumps.

Description

Sistema para la nivelación y consolidación del suelo marino.System for leveling and consolidation of sea floor

La presente invención se refiere a un sistema para la nivelación y consolidación del suelo marino sobre el que se va a instalar una cimentación o cualquier otro tipo de artefacto que requiera de un suelo nivelado y consolidado.The present invention relates to a system for the leveling and consolidation of the sea floor on which you will install a foundation or any other type of device that require a level and consolidated floor. 

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Antecedentes de la invenciónBackground of the invention

Uno de los problemas más importantes a la hora de instalar una cimentación de una plataforma o cualquier otro artefacto en el suelo marino es conseguir un suelo nivelado y resistente a la presión y erosión que proporcione una buena base para la cimentación.One of the most important problems at the time to install a foundation of a platform or any other artifact on the sea floor is to get a level ground and pressure and erosion resistant to provide a good base For the foundation.

Para rasantear el fondo del mar se conoce un sistema consistente en una rastra de gran peso que es arrastrada por un barco y en su movimiento va nivelando el suelo.To flush the bottom of the sea, a system consisting of a heavy dredge that is dragged by a ship and in its movement it is leveling the ground.

Este sistema es útil para la construcción de diques, apoyos de muelles, etc, ya que el terreno que se consigue nivelar es estrecho y largo.This system is useful for building dikes, spring supports, etc, since the land that is achieved Leveling is narrow and long.

La firma solicitante no conoce hasta el momento la existencia de un sistema que permita nivelar una zona circular o poligonal del suelo marino, de cualquier tamaño, y, a su vez, permita consolidarlo.The requesting firm does not know so far the existence of a system that allows leveling a circular zone or polygonal sea floor, of any size, and, in turn, allow to consolidate it.

Por ello, la presente invención proporciona un sistema que solucione las carencias anteriores en el estado de la técnica y permita la nivelación y consolidación del suelo marino como etapa previa a la colocación de una cimentación o cualquier otra estructura.Therefore, the present invention provides a system that solves the previous deficiencies in the state of the technique and allow leveling and consolidation of the sea floor as a stage prior to laying a foundation or any other structure 

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Descripción de la invenciónDescription of the invention

El sistema objeto de la presente invención consta de una campana de succión de forma cilíndrica que será hincada en la zona del fondo del mar que se quiera nivelar y consolidar. Asimismo, consta de una serie de tubos cilíndricos y conectados de forma telescópica situados en el interior de la campana de succión y sobresaliendo de ella. La parte superior de la campana está roscada y sobre ella se enrosca una pieza, con rosca interior, a la que se sueldan una pluralidad de tubos en forma de "L" a su alrededor. Los tubos se sueldan a la pieza a distintas alturas de la pieza y de forma que quede un tramo de los tubos en posición vertical y el otro tramo en posición horizontal.The system object of the present invention It consists of a cylindrical suction bell that will be focused on the bottom of the sea that you want to level and consolidate. It also consists of a series of cylindrical tubes and telescopically connected inside the suction bell and sticking out of it. The top of the bell is threaded and a piece is threaded on it, with thread interior, to which a plurality of tubes are welded in the form of "L" around him. The tubes are welded to the piece at different heights of the piece and so that it is a section of the tubes in vertical position and the other section in horizontal position.

De cada uno de los tramos horizontales de estos tubos en forma de "L" y conectados a ellos, salen perpendicularmente otros tubos más pequeños, dispuestos al tresbolillo, de la misma altura que la pieza que se ha enroscado en la parte superior de la campana, y en la base o extremo libre de estos tubos más pequeños hay una chapa inclinada y continua que los une. La chapa inclinada y continua termina en un extremo curvado.Of each of the horizontal sections of these "L" shaped tubes and connected to them, leave perpendicularly other smaller tubes, arranged at Tresbolillo, of the same height as the piece that has been screwed in the top of the bell, and at the base or free end of these smaller tubes there is an inclined and continuous sheet that unites The inclined and continuous sheet ends at one end bent.

En la parte superior del tubo concéntrico más interior hay un piñón conectado a los tubos en forma de "L" y que permite que éstos giren a la vez que gira la pieza enroscada en la parte superior de la campana. Los tubos telescópicos están dotados de un sistema antigiro, por lo que permanecen inmóviles.On top of the concentric tube more inside there is a pinion connected to the "L" shaped tubes and which allows them to rotate while rotating the threaded piece in The top of the bell. The telescopic tubes are equipped with an anti-rotation system, so they remain motionless.

Se hinca la campana en el fondo del mar que queremos nivelar. A medida que giran los tubos en "L", la chapa inclinada y continua comienza a arañar el suelo y comienza a repartir el material arañado del suelo de la zona más alta a la zona más baja, nivelándolo. El material arrastrado sobrante se va echando fuera gracias al diseño de la chapa inclinada y continua, que presenta una curvatura en el extremo más alejado a la campana de succión.The bell is driven to the bottom of the sea that We want to level. As the tubes rotate in "L", the sheet inclined and continuous begins to scratch the ground and begins to distribute scratched soil material from the highest zone to the zone lower, leveling it. The trailed excess material is being thrown away outside thanks to the design of the inclined and continuous sheet, which it has a curvature at the far end of the bell suction.

El terreno a nivelar puede ser del tamaño que queramos, ya que se pueden empalmar otros tubos a los tramos horizontales de los tubos en "L" de forma que se aumente el radio de barrido.The ground to be leveled can be the size that we want, since you can join other pipes to the sections horizontal of the "L" tubes so that the sweeping radius

En suelos marinos muy blandos e inestables, aunque se disponga de sistemas de protección de la erosión, podemos encontrar problemas e inconvenientes a la hora de instalar una cimentación u otro artefacto en el suelo marino. Para mejorar las características del suelo, es necesario, en estas ocasiones, consolidar dicho suelo.On very soft and unstable marine soils, Although erosion protection systems are available, we can find problems and inconveniences when installing a foundation or other device on the sea floor. To improve the soil characteristics, it is necessary, on these occasions, consolidate said soil.

Así pues, el sistema de nivelación puede comprender una serie de elementos adicionales que permitan consolidar el suelo a la vez que éste se nivela. Estos elementos son una tolva que se llena de lechada de hormigón o de grava, etc conectada a los tubos en "L" y unas bombas de cavidad progresiva que se ubican dentro de la parte vertical de los tubos en "L". El eje de dichas bombas está conectado a unos piñones que, a su vez, están conectados al piñón que se encuentra en la parte superior del tubo concéntrico más interior y que provoca el giro de los tubos en "L". Al estar los piñones conectados se puede activar a la vez el giro de la bomba y la rotación de los tubos en "L".Thus, the leveling system can understand a series of additional elements that allow consolidate the floor while it is leveled. This elements They are a hopper that is filled with concrete or gravel grout, etc. connected to the "L" tubes and cavity pumps progressive that are located within the vertical part of the tubes in "L". The axis of said pumps is connected to pinions that, in turn, they are connected to the pinion that is in the part superior of the innermost concentric tube and that causes the rotation of the "L" tubes. When the pinions are connected, you can activate both the rotation of the pump and the rotation of the tubes in "L".

Dentro del sistema podemos tener dos opciones, una que los piñones conectados al eje de la bomba estén motorizados y el piñón situado sobre el tubo telescópico más interno no lo esté, o bien al revés.Within the system we can have two options, one that the pinions connected to the pump shaft are motorized and the pinion located on the innermost telescopic tube is not, or vice versa.

Al girar la bomba, la lechada va cayendo en los tubos en "L" hasta salir por los tubos más pequeños con los que están conectados. De esta forma se va repartiendo la lechada por toda la superficie que se quiere consolidar hasta que se haga entero el recorrido roscado de la pieza enroscada a la campana de succión. La bomba y los tubos en "L" pueden girar al revés, una vez nivelado y consolidado el suelo.When the pump is turned, the grout falls into the "L" tubes until you exit the smaller tubes with which They are connected. In this way the grout is distributed by all the surface that you want to consolidate until it becomes whole the threaded path of the piece screwed to the suction bell. The pump and the "L" tubes can turn upside down once leveled and consolidated the ground. 

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Descripción de las figurasDescription of the figures

Para completar la descripción que se está realizando y con objeto de ayudar a una mejor comprensión de las características de la invención, se acompaña un juego de dibujos donde, con carácter ilustrativo y no limitativo, se ha representado lo siguiente:To complete the description that is being performing and in order to help a better understanding of the characteristics of the invention, a set of drawings is accompanied where, for illustrative and non-limiting purposes, it has been represented the next:

Figura 1: Vista en alzado del sistema de nivelación y consolidación del suelo marino.Figure 1: Elevation view of the system leveling and consolidation of the sea floor.

Figura 2: Vista en planta del sistema de nivelación y consolidación del suelo marino.Figure 2: Plan view of the system leveling and consolidation of the sea floor.

Las referencias que en ellas aparecen son las siguientes:The references that appear in them are the following:

1.one.
- Campana de succión.- Suction hood.

2.2.
- Pieza con rosca interior.- Piece with internal thread.

3.3.
- Tubos con forma de "L".- "L" shaped tubes.

4.Four.
- Tubos más pequeños conectados perpendicularmente a los tubos en "L".- Smaller tubes connected perpendicular to the "L" tubes.

5.5.
- Chapa inclinada y continua.- Inclined and continuous sheet.

6.6.
- Tubos conectados telescópicamente.- Telescopically connected tubes.

7.7.
- Piñón.- Pinion.

8.8.
- Tolva.- Hopper. 

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Descripción de una realización preferidaDescription of a preferred embodiment

Para lograr una mayor comprensión de la invención a continuación se va a describir, con ayuda de las figuras, el sistema de nivelación y consolidación del suelo marino.To gain a better understanding of the invention will now be described, with the help of figures, the leveling system and soil consolidation Marine.

El sistema de nivelación y consolidación del suelo marino, objeto de esta realización preferida, consta de una campana de succión (1) que se hinca en el suelo marino. La parte superior y externa de la campana está roscada en una longitud de un metro.The leveling and consolidation system of the sea floor, object of this preferred embodiment, consists of a suction bell (1) that penetrates the sea floor. The part upper and outer hood is threaded in a length of a subway.

Sobre la campana (1) se enrosca una pieza (2), con rosca interior, a la que se sueldan a su alrededor cuatro tubos (3) en forma de "L" y lo más separados posible unos de otros y a distintas alturas de la pieza. De cada uno de los tramos horizontales los tubos (3) y conectados a ellos, salen perpendicularmente otros tubos más pequeños (4), de 1 m de altura, y en cuya base hay una chapa inclinada y continua (5) que los une y que termina en un extremo curvado.A piece (2) is screwed onto the bell (1), with internal thread, to which four tubes are welded around (3) in the form of "L" and as far apart as possible from each other and at different heights of the piece. Of each of the sections horizontal the tubes (3) and connected to them, leave perpendicularly other smaller tubes (4), 1 m high, and at the base of which there is an inclined and continuous sheet (5) that joins them and It ends at a curved end.

Dentro de la campana hay una pluralidad de tubos conectados telescópicamente (6), que disponen de un sistema antigiro. En la parte superior del tubo concéntrico más interior hay un piñón motorizado (7) conectado a los tubos (3) que permite que éstos giren a la vez que gira la pieza (2). El sistema contiene además una tolva (8) llena de lechada de hormigón y conectada a los tubos (3) y cuatro bombas de cavidad progresiva que se ubican dentro de la parte vertical de los tubos (3). Dichas bombas se mueven mediante unos piñones que están conectado al piñón motorizado (7). Al moverse el piñón motorizado (7), los tubos (3) comienzan a girar, así como la bomba de cavidad progresiva, de forma que comienza a caer por los tubos (3) la lechada hasta que ésta sale por los tubos (4) y se va depositando sobre el suelo marino a la vez que se nivela éste.Inside the bell there is a plurality of tubes telescopically connected (6), which have a system anti-rotation In the upper part of the innermost concentric tube there are a motorized pinion (7) connected to the tubes (3) that allows these rotate while rotating the piece (2). The system contains also a hopper (8) filled with concrete grout and connected to the tubes (3) and four progressive cavity pumps that are located inside of the vertical part of the tubes (3). These bombs move by means of pinions that are connected to the motorized pinion (7). When the motorized pinion (7) moves, the tubes (3) begin to rotate, as well as the progressive cavity pump, so that it begins to the slurry must fall through the tubes (3) until it flows through the tubes (4) and is deposited on the sea floor while leveling East.

Claims (11)

1. Sistema para la nivelación del suelo marino que comprende:1. System for sea leveling which includes:
--
Una campana de succión (1) roscada en su parte superior y externa, hincándose dicha campana en el suelo marino.A suction bell (1) threaded on its upper and outer part, said bell sinking on the sea floor.
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Una pieza (2) roscada interiormente que se enrosca en la parte superior y externa a la campana (1).A internally threaded part (2) that is screwed on the top and external to the bell (1).
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Una pluralidad de tubos (3) en forma de "L" soldados a la pieza (2) a su alrededor, quedando un tramo del tubo (3) en posición vertical y el otro tramo en posición horizontal.A plurality of "L" shaped tubes (3) welded to the part (2) around it, leaving a section of the tube (3) in an upright position and the other section in horizontal position.
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Una pluralidad de tubos (4), que salen perpendicularmente de cada uno de los tramos horizontales de los tubos (3) y conectados a dichos tubos (3).A plurality of tubes (4), which run perpendicularly from each of the horizontal sections of the tubes (3) and connected to said tubes (3).
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Unas chapas inclinadas y continuas (5) para arañar el suelo situadas en los extremos libres de los tubos (4).Nail inclined and continuous sheets (5) to scratch the floor located in the free ends of the tubes (4).
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Una pluralidad de tubos conectados telescópicamente (6) en el interior de la campana de succión y sobresaliendo de dicha campana.A plurality of telescopically connected tubes (6) inside of the suction bell and protruding from said bell.
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Un piñón (7) en la parte superior del tubo telescópico más interior y conectado a los tubos (3), que permite que éstos giren a la vez que gira la pieza (2).A pinion (7) on top of the innermost telescopic tube and connected to the tubes (3), which allows them to rotate while turn the piece (2). 
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2. Sistema según reivindicación 1, que comprende además, para la consolidación del suelo marino, los siguientes elementos:2. System according to claim 1, comprising In addition, for the consolidation of the sea floor, the following elements:
--
Una tolva (8) conectada a los tubos (3) en la que se almacena la lechada que se vaya a utilizar parta consolidar el suelo.A hopper (8) connected to the tubes (3) in which the grout is stored that will be used to consolidate the soil.
--
Unas bombas de cavidad progresiva que se ubican dentro de la parte vertical de los tubos (3).Nail progressive cavity pumps that are located inside the part vertical of the tubes (3).
--
Unos piñones conectados al eje de las bombas (9) y que, a su vez, están dichos piñones conectados al piñón (7).Some pinions connected to the pump shaft (9) and which, in turn, are said pinions connected to the pinion (7). 
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3. Sistema según reivindicación 1 ó 2, caracterizado porque los tubos (4) están dispuestos al tresbolillo.3. System according to claim 1 or 2, characterized in that the tubes (4) are arranged to the triplet. 4. Sistema según reivindicación 1 ó 2, caracterizado porque las chapas inclinadas y continuas (5) terminan en un extremo curvado para echar fuera el material arrastrado del suelo.4. System according to claim 1 or 2, characterized in that the inclined and continuous sheets (5) end at a curved end to remove the material dragged from the ground. 5. Sistema según reivindicación 1 ó 2, caracterizado porque los tubos conectados telescópicamente (6) están dotados de un sistema antigiro.5. System according to claim 1 or 2, characterized in that the telescopically connected tubes (6) are provided with an anti-rotation system. 6. Sistema según reivindicación 1 ó 2, caracterizado porque los tubos (3) se pueden alargar la longitud deseada acoplando en su parte horizontal tantos tubos rectos como se desee.6. System according to claim 1 or 2, characterized in that the tubes (3) can be lengthened to the desired length by coupling in their horizontal part as many straight tubes as desired. 7. Sistema según reivindicación 1 ó 2, caracterizado porque los tubos (3) están soldados a la pieza (2) lo más separados posible unos de otros y a distintas alturas de la pieza.7. System according to claim 1 or 2, characterized in that the tubes (3) are welded to the piece (2) as far apart as possible from each other and at different heights of the piece. 8. Sistema según reivindicación 2, caracterizado porque el piñón (7) está motorizado, mientras que los piñones conectados al eje de las bombas (9) no están motorizados.System according to claim 2, characterized in that the pinion (7) is motorized, while the pinions connected to the axis of the pumps (9) are not motorized. 9. Sistema según reivindicación 2, caracterizado porque el piñón (7) no está motorizado y sí lo están los piñones conectados al eje de las bombas (9).9. System according to claim 2, characterized in that the pinion (7) is not motorized and the pinions connected to the pump shaft (9) are. 10. Sistema según reivindicación 2, caracterizado porque tanto los tubos en "L" como la bomba de cavidad progresiva pueden girar al revés una vez nivelado y consolidado el suelo.10. System according to claim 2, characterized in that both the "L" tubes and the progressive cavity pump can turn upside down once the ground is level and consolidated. 11. Sistema según reivindicación 1 ó 2, caracterizado porque la pinza (2) roscada interiormente tiene la altura necesaria que permite nivelar cualquier tipo de fondos, independientemente de su topografía.11. System according to claim 1 or 2, characterized in that the internally threaded clamp (2) has the necessary height that allows leveling of any type of bottoms, regardless of its topography.
ES200902315A 2009-12-11 2009-12-11 MARINE SOIL LEVELING AND CONSOLIDATION SYSTEM. Expired - Fee Related ES2366728B8 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
ES200902315A ES2366728B8 (en) 2009-12-11 2009-12-11 MARINE SOIL LEVELING AND CONSOLIDATION SYSTEM.
EP10835520A EP2511431A1 (en) 2009-12-11 2010-12-10 Marine soil levelling and consolidation system
ARP100104580A AR079363A1 (en) 2009-12-11 2010-12-10 MARINE SOIL LEVELING AND CONSOLIDATION SYSTEM
US13/514,465 US20120282040A1 (en) 2009-12-11 2010-12-10 Sea bed levelling and consolidation system
PCT/ES2010/000508 WO2011070197A1 (en) 2009-12-11 2010-12-10 Marine soil levelling and consolidation system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ES200902315A ES2366728B8 (en) 2009-12-11 2009-12-11 MARINE SOIL LEVELING AND CONSOLIDATION SYSTEM.

Publications (3)

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ES2366728A1 true ES2366728A1 (en) 2011-10-25
ES2366728B1 ES2366728B1 (en) 2012-05-22
ES2366728B8 ES2366728B8 (en) 2014-05-21

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ES200902315A Expired - Fee Related ES2366728B8 (en) 2009-12-11 2009-12-11 MARINE SOIL LEVELING AND CONSOLIDATION SYSTEM.

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US (1) US20120282040A1 (en)
EP (1) EP2511431A1 (en)
AR (1) AR079363A1 (en)
ES (1) ES2366728B8 (en)
WO (1) WO2011070197A1 (en)

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CN109403409B (en) * 2018-11-30 2023-10-13 中铁第四勘察设计院集团有限公司 Foundation soil backfilling compaction device and compaction method for geological drilling
CN112392091A (en) * 2020-11-26 2021-02-23 中交四航局江门航通船业有限公司 Underwater foundation bed leveling construction system
CN116556447B (en) * 2023-06-05 2023-11-21 水利部交通运输部国家能源局南京水利科学研究院 Barrel-type foundation barrel inner bag type multidimensional grouting active deviation correcting device and operation method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1597176A (en) * 1976-12-14 1981-09-03 Ballast Nedam Groep Nv Method and installation for building a maritime construction
GB2079345A (en) * 1980-07-04 1982-01-20 Takenaka Komuten Co Apparatus for treating poor subsoil
FR2503762A1 (en) * 1981-04-08 1982-10-15 Dragages Travaux Publics Method of forming underwater platform - involves placing frame on sea-bed and filling it from barges
JPS58173223A (en) * 1982-04-03 1983-10-12 Metsukusu:Kk Seabed leveller

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53100588A (en) * 1977-02-10 1978-09-02 Mitsubishi Heavy Ind Ltd Ship capable of dropping pebbles down into the sea and thereafter levelling them on the bottom of the sea
JPS60215913A (en) * 1984-04-11 1985-10-29 Kaichiro Yamamoto Improver for soft soil on bottom under water
DE102006034461B4 (en) * 2005-08-31 2008-12-11 Josef Möbius Bau-Aktiengesellschaft Apparatus for leveling, dumping and distributing bulk material on a leveled surface on the seabed, and method of making a flat ballast bed on the seabed
US7715274B2 (en) * 2007-05-31 2010-05-11 Pangeo Subsea Inc. Wide area seabed analysis

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1597176A (en) * 1976-12-14 1981-09-03 Ballast Nedam Groep Nv Method and installation for building a maritime construction
GB2079345A (en) * 1980-07-04 1982-01-20 Takenaka Komuten Co Apparatus for treating poor subsoil
FR2503762A1 (en) * 1981-04-08 1982-10-15 Dragages Travaux Publics Method of forming underwater platform - involves placing frame on sea-bed and filling it from barges
JPS58173223A (en) * 1982-04-03 1983-10-12 Metsukusu:Kk Seabed leveller

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ES2366728B1 (en) 2012-05-22
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US20120282040A1 (en) 2012-11-08
EP2511431A1 (en) 2012-10-17
AR079363A1 (en) 2012-01-18

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