RU2011137438A - INSTALLING SUBMERSIBLE SUPPORT STRUCTURES - Google Patents

INSTALLING SUBMERSIBLE SUPPORT STRUCTURES Download PDF

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Publication number
RU2011137438A
RU2011137438A RU2011137438/03A RU2011137438A RU2011137438A RU 2011137438 A RU2011137438 A RU 2011137438A RU 2011137438/03 A RU2011137438/03 A RU 2011137438/03A RU 2011137438 A RU2011137438 A RU 2011137438A RU 2011137438 A RU2011137438 A RU 2011137438A
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RU
Russia
Prior art keywords
sea
supporting structure
river bottom
supporting
piles
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Application number
RU2011137438/03A
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Russian (ru)
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RU2543835C2 (en
Inventor
Питер Леонард ФРЕНКЕЛЬ
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Марин Каррент Тебинс Лимитед
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Publication of RU2011137438A publication Critical patent/RU2011137438A/en
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Publication of RU2543835C2 publication Critical patent/RU2543835C2/en

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/0008—Methods for grouting offshore structures; apparatus therefor
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B17/02—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto
    • E02B17/027—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor placed by lowering the supporting construction to the bottom, e.g. with subsequent fixing thereto steel structures
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D13/00—Accessories for placing or removing piles or bulkheads, e.g. noise attenuating chambers
    • E02D13/04—Guide devices; Guide frames
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/10—Deep foundations
    • E02D27/12—Pile foundations
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/42—Foundations for poles, masts or chimneys
    • E02D27/425—Foundations for poles, masts or chimneys specially adapted for wind motors masts
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00—Foundations as substructures
    • E02D27/32—Foundations for special purposes
    • E02D27/52—Submerged foundations, i.e. submerged in open water
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02B—HYDRAULIC ENGINEERING
    • E02B17/00—Artificial islands mounted on piles or like supports, e.g. platforms on raisable legs or offshore constructions; Construction methods therefor
    • E02B2017/0056—Platforms with supporting legs
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2240/00—Components
    • F05B2240/90—Mounting on supporting structures or systems
    • F05B2240/95—Mounting on supporting structures or systems offshore
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F05—INDEXING SCHEMES RELATING TO ENGINES OR PUMPS IN VARIOUS SUBCLASSES OF CLASSES F01-F04
    • F05B—INDEXING SCHEME RELATING TO WIND, SPRING, WEIGHT, INERTIA OR LIKE MOTORS, TO MACHINES OR ENGINES FOR LIQUIDS COVERED BY SUBCLASSES F03B, F03D AND F03G
    • F05B2240/00—Components
    • F05B2240/90—Mounting on supporting structures or systems
    • F05B2240/97—Mounting on supporting structures or systems on a submerged structure

Abstract

1. Способ установки опорной конструкции (1), устанавливаемой на морском или речном дне, в котором сооружают опорную конструкцию, способную временно самостоятельно стоять на морском или речном дне перед выполнением и в течение всего времени выполнения операций, требуемых для постоянного закрепления опорной конструкции на морском или речном дне.2. Способ по п.1, в котором конструкция имеет вид удлиненной колонны (2) для обеспечения опоры для погружной турбины, приводимой в действие течением воды, и/или ветротурбины.3. Способ по п.1 или 2, включающий этап, на котором закрепляют конструкцию (1) на морском или речном дне посредством свай или аналогичных анкерных средств (23).4. Способ по п.3, в котором опорная конструкция (1) включает в себя множество мест (4) анкеровки, предназначенных для взаимодействия с опорными устройствами (5) опорной конструкции, и при этом каждое указанное опорное устройство (5) выполнено с возможностью приема и установки в заданном положении анкерной сваи или аналогичного средства (23) опорной конструкции, которую/которое забивают/погружают в морское или речное дно с помощью средств, опирающихся на опорную конструкцию (1) для обеспечения возможности манипулирования сваями или аналогичными средствами и погружения свай или аналогичных средств.5. Способ по п.4, в котором каждое опорное устройство (5) выполнено с возможностью регулирования его положения относительно морского или речного дна (SB) таким образом, что опорная конструкция (1) может быть установлена на заданном уровне и с заданной ориентацией относительно морского или речного дна.6. Способ по п.5, в котором опорную конструкцию (2) выполняют с возможност�1. The method of installation of the supporting structure (1) installed on the sea or river bottom, in which they build a supporting structure that can temporarily independently stand on the sea or river bottom before performing and during the entire time the operations are required to permanently fix the supporting structure on the sea or river bottom. 2. The method according to claim 1, wherein the design is in the form of an elongated column (2) to provide support for a submersible turbine driven by the flow of water and / or a wind turbine. The method according to claim 1 or 2, comprising the step of fixing the structure (1) to the sea or river bottom by means of piles or similar anchor means (23) .4. The method according to claim 3, in which the supporting structure (1) includes many anchor points (4) designed to interact with the supporting devices (5) of the supporting structure, and each specified supporting device (5) is configured to receive and installation in a given position of the anchor pile or similar means (23) of the supporting structure, which is / which is driven / immersed in the sea or river bottom by means of which are supported by the supporting structure (1) to enable the manipulation of piles or the like dstvami and piling or similar sredstv.5. The method according to claim 4, in which each supporting device (5) is configured to adjust its position relative to the sea or river bottom (SB) so that the supporting structure (1) can be installed at a predetermined level and with a given orientation relative to the sea or river bottom. 6. The method according to claim 5, in which the supporting structure (2) is performed with the possibility

Claims (15)

1. Способ установки опорной конструкции (1), устанавливаемой на морском или речном дне, в котором сооружают опорную конструкцию, способную временно самостоятельно стоять на морском или речном дне перед выполнением и в течение всего времени выполнения операций, требуемых для постоянного закрепления опорной конструкции на морском или речном дне.1. The method of installation of the supporting structure (1) installed on the sea or river bottom, in which they build a supporting structure that can temporarily independently stand on the sea or river bottom before performing and during the entire time the operations are required to permanently fix the supporting structure on the sea or river bottom. 2. Способ по п.1, в котором конструкция имеет вид удлиненной колонны (2) для обеспечения опоры для погружной турбины, приводимой в действие течением воды, и/или ветротурбины.2. The method according to claim 1, in which the design has the form of an elongated column (2) to provide support for a submersible turbine driven by the flow of water, and / or a wind turbine. 3. Способ по п.1 или 2, включающий этап, на котором закрепляют конструкцию (1) на морском или речном дне посредством свай или аналогичных анкерных средств (23).3. The method according to claim 1 or 2, comprising the step of fixing the structure (1) to the sea or river bottom by means of piles or similar anchor means (23). 4. Способ по п.3, в котором опорная конструкция (1) включает в себя множество мест (4) анкеровки, предназначенных для взаимодействия с опорными устройствами (5) опорной конструкции, и при этом каждое указанное опорное устройство (5) выполнено с возможностью приема и установки в заданном положении анкерной сваи или аналогичного средства (23) опорной конструкции, которую/которое забивают/погружают в морское или речное дно с помощью средств, опирающихся на опорную конструкцию (1) для обеспечения возможности манипулирования сваями или аналогичными средствами и погружения свай или аналогичных средств.4. The method according to claim 3, in which the supporting structure (1) includes many anchor points (4) designed to interact with the supporting devices (5) of the supporting structure, and each specified supporting device (5) is configured to receiving and installing in a predetermined position an anchor pile or similar means (23) of the supporting structure, which is / which is hammered / immersed in the sea or river bottom by means of which are supported by the supporting structure (1) to enable the manipulation of piles or the like and dipping piles or similar. 5. Способ по п.4, в котором каждое опорное устройство (5) выполнено с возможностью регулирования его положения относительно морского или речного дна (SB) таким образом, что опорная конструкция (1) может быть установлена на заданном уровне и с заданной ориентацией относительно морского или речного дна.5. The method according to claim 4, in which each supporting device (5) is configured to adjust its position relative to the sea or river bottom (SB) so that the supporting structure (1) can be installed at a given level and with a given orientation relative to sea or river bottom. 6. Способ по п.5, в котором опорную конструкцию (2) выполняют с возможностью ее размещения на морском или речном дне (SB) с выравниванием ее с помощью регулировочных средств (7, 16) для коррекции с учетом любой неплоскостности морского или речного дна посредством регулирования положения каждой отдельной опоры (7), входящей в контактное взаимодействие с дном, перед погружением соответствующей сваи (23).6. The method according to claim 5, in which the supporting structure (2) is performed with the possibility of its placement on the sea or river bottom (SB) with its alignment using adjustment means (7, 16) to correct for any non-flatness of the sea or river bottom by adjusting the position of each individual support (7) entering into contact interaction with the bottom, before immersing the corresponding piles (23). 7. Способ по п.5 или 6, включающий этап, на котором цементируют каждую отдельную сваю (23) цементирующим материалом в месте, в котором она была вставлена в морское или речное дно (SB).7. The method according to claim 5 or 6, comprising the step of cementing each individual pile (23) with cementing material in the place where it was inserted into the sea or river bottom (SB). 8. Способ по п.1, в котором обеспечивают наличие временной конструкции (12), расположенной в верхней части опорной конструкции (1), и выполняют операции, необходимые для погружения свай (23).8. The method according to claim 1, in which the presence of a temporary structure (12) located in the upper part of the supporting structure (1) is provided, and the operations necessary for immersing the piles (23) are performed. 9. Способ по п.1, включающий этап, на котором добавляют дополнительный груз к конструкции (1) в том случае, если опорная конструкция (1), перемещаемая во время ее установки под действием течений волн или ветра, подвергается риску недостаточного фрикционного контакта ее с морским или речным дном (SB) во время процесса установки, для поддержания периода установки.9. The method according to claim 1, comprising the step of adding an additional load to the structure (1) in the event that the supporting structure (1), which is moved during its installation under the influence of currents of waves or wind, is at risk of insufficient frictional contact with a sea or river bottom (SB) during the installation process, to maintain the installation period. 10. Способ по п.9, включающий этап, на котором удаляют после установки анкерных свай (23) любой дополнительный груз вместе с любым оборудованием, используемым при установке опорной конструкции (1), так, что опорная конструкция больше не сможет смещаться относительно морского или речного дна (SB).10. The method according to claim 9, comprising the step of removing after installing anchor piles (23) any additional load together with any equipment used to install the supporting structure (1), so that the supporting structure can no longer move relative to the sea or river bottom (SB). 11. Опорная конструкция, выполненная с возможностью установки ее на морском или речном дне, отличающаяся тем, что конструкция (1) выполнена достаточно тяжелой для того, чтобы она временно самостоятельно стояла на морском или речном дне (SB) за счет того, что она является достаточно тяжелой для удерживания ее в заданном положении посредством трения о морское дно, при этом конструкция включает в себя множество мест (4) анкеровки, предназначенных для взаимодействия с выполненными с возможностью регулирования их положения, входящими в контактное взаимодействие с морским или речным дном, опорными устройствами (5), при этом каждое указанное устройство (5) выполнено с возможностью приема и установки в заданном положении анкерной сваи (23) опорной конструкции, которая забивается/погружается в морское или речное дно (SB) с помощью средств, опирающихся на опорную конструкцию для обеспечения возможности манипулирования сваями (23) и погружения свай (23).11. Support structure made with the possibility of installing it on the sea or river bottom, characterized in that the structure (1) is made heavy enough so that it temporarily independently stands on the sea or river bottom (SB) due to the fact that it is heavy enough to hold it in a predetermined position by friction against the seabed, while the design includes many places (4) anchoring designed to interact with made with the possibility of regulating their position included in the contact interacting with the sea or river bottom, supporting devices (5), while each specified device (5) is configured to receive and install in a given position the anchor piles (23) of the supporting structure, which is clogged / immersed in the sea or river bottom (SB) using tools based on the support structure to enable the manipulation of piles (23) and the immersion of piles (23). 12. Опорная конструкция по п.11, отличающаяся тем, что конструкция (1) выполнена в виде удлиненной колонны (2) или обеспечивает опору для погружной турбины.12. The supporting structure according to claim 11, characterized in that the structure (1) is made in the form of an elongated column (2) or provides support for a submersible turbine. 13. Опорная конструкция по п.11 или 12, отличающаяся тем, что она содержит временную дополнительную конструкцию (12) в верхней части опорной конструкции (1), причем на временной конструкции расположены средства/оборудование для выполнения любых операций, требуемых для погружения свай (23).13. The supporting structure according to claim 11 or 12, characterized in that it contains a temporary additional structure (12) in the upper part of the supporting structure (1), moreover, the means / equipment are located on the temporary structure for performing any operations required to immerse the piles ( 23). 14. Опорная конструкция по п.13, отличающаяся тем, что временная конструкция (12) выполнена с возможностью нести дополнительный груз, посредством чего в том случае, если опорная конструкция (1) во время ее установки подвергается риску перемещения ее под действием течений, волн или ветра, для поддержания достаточного трения о морское или речное дно (SB) во время процесса установки соответствующий дополнительный груз может быть добавлен к временной конструкции (12) для поддержания приемлемого трения опорной конструкции о морское или речное дно (SB).14. The supporting structure according to item 13, wherein the temporary structure (12) is configured to carry additional load, whereby if the supporting structure (1) is at risk of moving it under the influence of currents, waves during its installation or wind, in order to maintain sufficient friction against the sea or river bottom (SB) during the installation process, an appropriate additional load can be added to the temporary structure (12) to maintain acceptable friction of the supporting structure against the sea or river bottom (SB). 15. Опорная конструкция по п.11, отличающаяся тем, что она содержит временные опорные элементы (7, 16), которые могут быть отрегулированы по высоте и выставлены для обеспечения возможности выравнивания конструкции перед закреплением ее на морском или речном дне, при этом усилие для выполнения этого обеспечивается гидравлическими домкратами, винтовыми домкратами или любым другим подобным компонентом. 15. The supporting structure according to claim 11, characterized in that it contains temporary supporting elements (7, 16), which can be adjusted in height and exposed to allow alignment of the structure before fixing it to the sea or river bottom, while the force for this is accomplished by hydraulic jacks, screw jacks, or any other similar component.
RU2011137438/03A 2009-02-12 2010-02-12 Installation of submersible supporting structures RU2543835C2 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
GBGB0902289.8A GB0902289D0 (en) 2009-02-12 2009-02-12 Methods for installing pin-piled jacket type structures at sea
GB0902289.8 2009-02-12
PCT/GB2010/000258 WO2010092351A1 (en) 2009-02-12 2010-02-12 Installing submerged support structures

Publications (2)

Publication Number Publication Date
RU2011137438A true RU2011137438A (en) 2013-03-20
RU2543835C2 RU2543835C2 (en) 2015-03-10

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RU2011137438/03A RU2543835C2 (en) 2009-02-12 2010-02-12 Installation of submersible supporting structures

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US (1) US20110318113A1 (en)
EP (1) EP2396474A1 (en)
JP (2) JP5572638B2 (en)
KR (1) KR20110124277A (en)
CN (1) CN102362033B (en)
AU (1) AU2010212668A1 (en)
CA (1) CA2752288A1 (en)
CL (1) CL2011001954A1 (en)
GB (2) GB0902289D0 (en)
NZ (2) NZ618105A (en)
RU (1) RU2543835C2 (en)
WO (1) WO2010092351A1 (en)

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