Gravity structure intended for a marine civil-engineering construction and associated manufacturing method

US10011968B2 · US · B2

Patent metadata
FieldValue
Publication numberUS-10011968-B2
Application numberUS-201615054867-A
CountryUS
Kind codeB2
Filing dateFeb 26, 2016
Priority dateFeb 27, 2015
Publication dateJul 3, 2018
Grant dateJul 3, 2018

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  1. Title

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  2. Abstract

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  3. Assignees and inventors

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  4. Key dates

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  5. First independent claim

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  6. CPC / IPC classifications

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  7. Citations and related patents

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Abstract

Official abstract text for this publication.

The subject matter of the invention is a gravity structure intended for a marine civil-engineering construction, comprising a slab configured so as to be placed on a sea bed and secured to a shaft directed in a principal direction substantially orthogonal to said slab, characterized in that the gravity structure comprises at least one anchoring tie rod extending in said shaft and in the slab, the gravity structure being configured so that, in a service position of the gravity structure, said at least one anchoring tie rod is anchored in the sea bed.

First claim

Opening claim text (preview).

What is claimed: 1. A gravity structure intended for a marine civil-engineering construction, comprising: a slab configured so as to be placed on a sea bed and secured to a shaft directed in a principal direction substantially orthogonal to said slab, wherein the gravity structure comprises at least one anchoring tie rod extending in said shaft and in the slab, the gravity structure being configured so that, in a service position of the gravity structure, said at least one anchoring tie rod is anchored in the sea bed, and wherein the shaft comprises an end opposite to the slab, said at least one anchoring tie rod extending from the end opposite to the slab in the shaft, and at least one tube for guiding said at least one anchoring tie rod and extending from the end opposite to the slab into the slab; and wherein the shaft is hollow and comprises a column forming a top part of the shaft and a base forming a bottom part of the shaft, and each guide tube is disposed in a longitudinal wall of the column and in open air in the base. 2. The gravity structure according to claim 1 , comprising a removable platform. 3. The gravity structure according to claim 1 , comprising a plurality of anchoring tie rods. 4. A method for installing a gravity structure intended for a marine civil-engineering construction, using a slab configured so as to be placed on a sea bed and secured to a shaft directed in a principal direction orthogonal to said slab, the installing method comprising: a step of placing at least one anchoring tie rod so that said at least one tie rod extends in the shaft and in the slab, the gravity structure being configured so that, in a service position, the anchoring tie rod is anchored in the sea bed, the step of placing said at least one anchoring tie rod being preceded by a step of placing at least one tube for guiding said at least one anchoring tie rod extending from an end of the shaft opposite to the slab, as far as the slab; and wherein the shaft is hollow and comprises a column forming a top part of the shaft and a base forming a bottom part of the shaft, and each guide tube is disposed in a longitudinal wall of the column and in open air in the base. 5. The installing method according to claim 4 comprising: a step prior to the steps of placing the tie rod, comprising a step installing the slab on a sea bed, the shaft being erected in a vertical position. 6. The installing method according to claim 4 , comprising a step of filling with water an immersed internal part of the gravity structure. 7. The installing method according to claim 4 , in which the step of placing said at least one anchoring tie rod comprises a step of installing a removable platform at an end of the shaft opposite to the slab. 8. The installing method according to claim 7 , in which the step of placing said at least one anchoring tie rod comprises a step of tensioning said at least one anchoring tie rod performed at a top anchoring. 9. The installing method according to claim 4 , comprising a step of drilling with a drilling tool disposed in said at least one guide tube, during which the drilling tool hollows out a hole in the sea bed, and then the tie rod is introduced into the guide tube and into the drilled hole. 10. The installing method according to claim 7 , in which the step of placing said at least one anchoring tie rod comprises a step of anchoring said at least one anchoring tie rod during which the drilling hole is the subject of an injection of grout.

Assignees

Inventors

Classifications

  • Placing by screwing down {(screw piles per se E02D5/56)} · CPC title

  • E02B17/025Primary

    Reinforced concrete structures (E02B17/021 takes precedence) · CPC title

  • Platforms with supporting legs · CPC title

  • using elements penetrating the underwater ground (sinking work pieces E02D15/08, sinking caissons E02D23/02) · CPC title

  • Gravity structures · CPC title

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Frequently asked questions

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What does patent US10011968B2 cover?
The subject matter of the invention is a gravity structure intended for a marine civil-engineering construction, comprising a slab configured so as to be placed on a sea bed and secured to a shaft directed in a principal direction substantially orthogonal to said slab, characterized in that the gravity structure comprises at least one anchoring tie rod extending in said shaft and in the slab, t…
Who is the assignee on this patent?
Soletanche Freyssinet
What technology area does this patent fall under?
Primary CPC classification E02B17/025. Mapped technology areas include Fixed Constructions.
When was this patent published?
Publication date Tue Jul 03 2018 00:00:00 GMT+0000 (Coordinated Universal Time) (B2). Legal status and post-grant events are not shown on this page.
What related patents are in patentsdb?
We list 4 related publications on this page (citations in our corpus or others sharing the same primary CPC).