[특허]Method for templateless foundation installation

IPC분류정보
국가/구분	United States(US) Patent 등록
국제특허분류(IPC7판)	E02D-013/00
출원번호	US-0778114 (1997-01-02)
등록번호	US-8157481 (2012-04-17)
발명자 / 주소	Doyle, Jr., Earl Howard Huete, David Armstrong Garside, Richard Snyder, Dale Richard
출원인 / 주소	Shell Oil Company
인용정보	피인용 횟수 : 2 인용 특허 : 57

초록 ▼

A method of installing a foundation system for securing the tendons of a TLP to the ocean floor. The foundation system is installed in templateless operations in which a pile is secured to the ocean floor and a tendon receptacle is secured to the pile such that the load from a tendon secured therein

A method of installing a foundation system for securing the tendons of a TLP to the ocean floor. The foundation system is installed in templateless operations in which a pile is secured to the ocean floor and a tendon receptacle is secured to the pile such that the load from a tendon secured therein is transferred to the ocean floor through coaxially aligned load paths of tendon-to-tendon receptacle-to-pile-to-ocean floor.

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1. A method of installing a foundation system on the ocean floor to accept tendons for a tension leg platform, comprising: installing a plurality of pile members into an array of pile clusters through independent freestanding operations, wherein installing said plurality of pile members comprises, f

1. A method of installing a foundation system on the ocean floor to accept tendons for a tension leg platform, comprising: installing a plurality of pile members into an array of pile clusters through independent freestanding operations, wherein installing said plurality of pile members comprises, for each pile member: lowering the pile member end first into contact with the ocean floor to setdown in a preselected position;further lowering the pile member through a first interval at a controlled rate of self penetration advancing under the weight of the pile member, guided only by setdown and orientation controlled by rate of feed that does not exceed the rate of penetration in this first interval;further lowering the pile member through a second interval of self penetration advancing under the weight of the pile member during which the pile is self-guiding; and driving the pile member through a third interval to a point at which the pile is secure for the design load; andproviding a plurality of tendon receptacles, each presented on the top end of a pile member to concentrically receive a single tendon and providing a load path axially aligned with the pile memberwherein providing the tendon receptacles comprises:providing tendon receptacles formed integrally with pile members and with an interior load shoulder positioned below a tendon load connection;and wherein driving the pile member comprises: inserting an internal follower into the tendon receptacle and in contact with the internal load shoulder;attaching an underwater hammer to the internal follower;driving the pile member into the ocean floor by hydraulically driving the underwater hammer to strike the internal follower whereby the direct force of the hammer blows bypasses the tendon load connection. 2. A method for installing a foundation system on the ocean floor to accept tendons for a tension leg platform, comprising: installing a plurality of pile members into an array of pile clusters through independent freestanding operations, wherein installing said plurality of pile members comprises, for each pile member: lowering the pile member end first into contact with the ocean floor to setdown in a preselected position;further lowering the pile member through a first interval at a controlled rate of self penetration advancing under the weight of the pile member, guided only by setdown and orientation controlled by rate of feed that does not exceed the rate of penetration in this first interval;further lowering the pile member through a second interval of self penetration advancing under the weight of the pile member during which the pile is self-guiding; and driving the pile member through a third interval to a point at which the pile is secure for the design load; andproviding a plurality of tendon receptacles, each presented on the top end of a pile member to concentrically receive a single tendon and providing a load path axially aligned with the pile memberwherein providing said tendon receptacle comprises:providing the tendon receptacle on a pile extension;telescopically engaging a sleeve section of the pile extension to the top of the pile member; andsecuring the sleeve section of the pile extension to the pile member. 3. A method for installing a foundation system in accordance with claim 2 wherein securing the sleeve section of the pile extension comprises grouting the annular region between the sleeve section and the top of the pile member. 4. A method for installing a foundation system on the ocean floor for a tension leg platform, comprising: lowering a pile member end first into contact with the ocean floor to setdown in a preselected position;further lowering the pile member through a first interval at a controlled rate of self penetration advancing under the weight of the pile member, guided only by setdown and orientation controlled by a rate of feed that does not exceed the rate of penetration in this first interval;further lowering the pile member through a second interval of self penetration advancing under the weight of the pile member during which the pile is self-guiding;driving the pile member through a third interval to a point at which the pile is secure for the design load; andproviding a tendon receptacle on the top of the pile memberwherein providing the tendon receptacle comprises:providing the tendon receptacle formed integrally with a pile member and with an interior load shoulder positioned below a tendon load connection;and wherein driving a pile member comprises: inserting an internal follower into the tendon receptacle and in contact with the interior load shoulder;attaching an underwater hammer to the internal follower;driving the pile member into the ocean floor by hydraulically driving the underwater hammer to strike the internal follower whereby the direct force of the hammer blows bypasses the tendon load connection. 5. A method for installing a foundation system on the ocean floor for a tension leg platform, comprising: installing a plurality of pile members into an array of pile clusters through independent, freestanding operations, comprising, for each pile member: lowering the pile member end first into contact with the ocean floor to setdown in a preselected position;further lowering the pile member through a first interval at a controlled rate of self penetration advancing under the weight of the pile member, guided only by setdown and orientation controlled by a rate of feed that does not exceed the rate of penetration in this first interval;further lowering the pile member through a second interval of self penetration advancing under the weight of the pile member during which the pile is self-guiding; anddriving the pile member through a third interval to a point at which the pile is secure for the design load;providing a plurality of tendon receptacle, each presented on the top end of a pile member and providing a load path axially aligned with the pile member;wherein providing the tendon receptacles comprises:providing tendon receptacles formed integrally with pile members and with an interior load shoulder positioned below a tendon load connection;and wherein driving the pile member comprises: inserting an internal follower into the tendon receptacle and in contact with the interior load shoulder;attaching an underwater hammer to the internal follower;driving the pile member into the ocean floor by hydraulically driving the underwater hammer to strike the internal follower whereby the direct force of the hammer blows bypasses the tendon load connection. 6. A method for installing a foundation system on the ocean floor for a tension leg platform, comprising: lowering a pile member end first into contact with the ocean floor to setdown in a preselected position;further lowering the pile member through a first interval at a controlled rate of self penetration advancing under the weight of the pile member, guided only by setdown and orientation controlled by a rate of feed that does not exceed the rate of penetration in this first interval;further lowering the pile member through a second interval of self penetration advancing under the weight of the pile member during which the pile is self-guiding;driving the pile member through a third interval to a point at which the pile is secure for the design load;providing a tendon receptacle on the top of the pile member, comprising: providing said tendon receptacle formed integrally with the pile member and with an interior load shoulder positioned below a tendon load connection;and wherein driving the pile member comprises: inserting an internal follower into the tendon receptacle and in contact with the interior load shoulder;attaching an underwater hammer to the internal follower;driving the pile member into the ocean floor by hydraulically driving the underwater hammer to strike the internal follower whereby the direct force of the hammer blows bypasses the tendon load connection. 7. A method of installing a foundation system on the ocean floor for a tension leg platform, comprising: installing a plurality of pile members into an array of pile clusters through independent, freestanding operations, comprising, for each pile member: lowering the pile member end first into contact with the ocean floor to setdown in a preselected position;further lowering the pile member through a first interval at a controlled rate of self penetration advancing under the weight of the pile member, guided only by setdown and orientation controlled by a rate of feed that does not exceed the rate of penetration in this first interval;further lowering the pile member through a second interval of self penetration advancing under the weight of the pile member during which the pile is self-guiding;driving the pile member through a third interval to a point at which the pile is secure for the design load;providing a plurality of tendon receptacles, each presented on the top end of a pile member and providing a load path axially aligned with the pile member, providing the tendon receptacles comprising: providing tendon receptacles formed integrally with pile members and with an interior load shoulder positioned below a tendon load connection;and wherein driving the pile member comprises: inserting an internal follower into the tendon receptacle and in contact with the interior load shoulder;attaching an underwater hammer to the internal follower;driving the pile member into the ocean floor by hydraulically driving the underwater hammer to strike the internal follower whereby the direct force of the hammer blows bypasses the tendon load connection.

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이 특허에 인용된 특허 (57) 인용/피인용 타임라인 분석

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Hannus Henrik (Oslo NOX) Rogers Raymond E. (Hants GB2), Arrangement for anchoring the legs of a marine tension leg platform in a foundation on the sea floor.
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Besse ; Celestine Paul, Compliant offshore structure.
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Young Charles E. (Metairie LA) Will Stephen A. (Slidell LA), Installation of an offshore structure.
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Burchett Clive J. (Woodlands GB2), Marine tether anchoring device.
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Blandford Joseph W. (15 Mott La. Houston TX 77024), Method and apparatus for production of subsea hydrocarbon formations.
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Ray Donald R. (Houston TX) Steddum Riddle E. (Houston TX), Method and apparatus for tension mooring a floating platform.
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Jansz ; Joost W., Method and device for securing a support structure onto the ocean floor.
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Huete David A. (Spring TX) Brasted Lee K. (Kingwood TX) Rodenbusch George (Houston TX), Method and system for developing offshore hydrocarbon reserves.
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Huete David A. (Spring) Brasted Lee K. (Kingwood) Rodenbusch George (Houston TX), Method and system for developing offshore hydrocarbon reserves.
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Brasted Lee K. (Kingwood TX) Huete David A. (Spring TX) Rodenbush George (Houston TX), Method for conducting offshore well operations.
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Pelletier John H. (Houston TX) Digre Kris A. (Houston TX) Doyle ; Jr. Earl H. (Sugar Land TX) Cowan Kenneth M. (Sugar Land TX) Hale Arthur H. (Houston TX) Nahm James J. W. (Houston TX), Method for installation of piles in offshore locations.
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Gendron George J. (Houston TX) Phares Lindsey J. (Sugarland TX), Method of driving piles underwater.
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Nelson Norman A. (2422 W. 18th St. ; Apt. 169 Houston TX 77008), Modular underwater well platform system.
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Abbott Philip A. (Houston TX) Dailey James E. (Houston TX) Karsan Demir I. (Houston TX) Mangiavacchi Andrea (Houston TX), Mooring and supporting apparatus and methods for a guyed marine structure.
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Hunter Andrew F. (Houston TX), Mooring apparatus and method of installation for deep water tension leg platform.
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Hunter Andrew F. (Houston TX) Bozeman James D. (Houston TX) Wald Glenn M. (Spring TX), Mooring apparatus and method of installation for deep water tension leg platform.
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Goldsmith Riley G. (Houston TX), Multiple anchors for a tension leg platform.
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Riles William G. (12335 Gladewick Houston TX 77077), Offshore platform construction including preinstallation of pilings.
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Willemse, Kees; Meek, Jan; Michelsen, Finn C., Offshore tower constructions and methods of erection and installation thereof.
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Frame Malcolm B. (Surbiton GBX) Hesar Majid A. (Welwyn Garden City GBX) Varghese Jayan (Croydon GBX) Woodgate David G. (West Wickham GBX), Offshore tower structure and method of installating the same.
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Andrasson Bo A. (Gothenburg SEX), Subsea foundation element and applications thereof.
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