WO2023147759A1 - 浮式平台系泊系统和安装方法、海上风电系统和安装方法 - Google Patents

浮式平台系泊系统和安装方法、海上风电系统和安装方法 Download PDF

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Publication number
WO2023147759A1
WO2023147759A1 PCT/CN2023/072283 CN2023072283W WO2023147759A1 WO 2023147759 A1 WO2023147759 A1 WO 2023147759A1 CN 2023072283 W CN2023072283 W CN 2023072283W WO 2023147759 A1 WO2023147759 A1 WO 2023147759A1
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WIPO (PCT)
Prior art keywords
floating platform
support
mooring
mooring system
floating
Prior art date
Application number
PCT/CN2023/072283
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English (en)
French (fr)
Inventor
周昳鸣
李卫东
刘鑫
闫姝
郭小江
曾崇济
郭雨桐
劳文欣
穆延非
赵昊
Original Assignee
中国华能集团清洁能源技术研究院有限公司
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Publication of WO2023147759A1 publication Critical patent/WO2023147759A1/zh

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Classifications

    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/50—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00—Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/50—Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
    • B63B2021/505—Methods for installation or mooring of floating offshore platforms on site
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B63—SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63B—SHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00—Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44—Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices
    • B63B2035/4433—Floating structures carrying electric power plants
    • B63B2035/446—Floating structures carrying electric power plants for converting wind energy into electric energy

Definitions

  • the invention relates to the technical field of mooring systems, in particular to a floating platform mooring system and an installation method, an offshore wind power system and an installation method.
  • a platform In an offshore wind power generation system, a platform is usually set inside the offshore wind farm for boosting, converting or producing hydrogen.
  • the platform is generally called a booster station, a converter station or a hydrogen production station, and usually has a multi-layer structure.
  • the platform In shallow waters, the platform is usually fixed on the seabed by plug-in pile foundations.
  • the platform is usually set as a floating platform.
  • the object of the present invention is to provide a floating platform mooring system to prolong the service life of the anchoring system.
  • the present invention provides the following technical solutions:
  • a mooring system for a floating platform comprising:
  • One end of the mooring chain is slidably connected to the support structure, and the other end is connected to the floating column.
  • the support structure includes a first circular support, a second circular support and a connecting piece, the first circular support and the second circular support are connected from above and the outer diameter of the second circular support is larger than that of the first circular support, and the connecting piece connects the first circular support and the second circular support.
  • the support structure further includes legs arranged at the bottom of the second circular support.
  • the connecting member is a support rod.
  • the second circular support includes a first support ring, a second support ring and a connecting arm, the first support ring and the second support ring are arranged concentrically, And the diameter of the first support ring is smaller than the diameter of the second support ring, and the connecting arm connects the first support ring and the second support ring.
  • the support structure further includes cushions between them.
  • the support structure is produced through modularization.
  • An offshore wind power system includes a floating platform, a wind turbine, a pile foundation for supporting the wind turbine, and the mooring system for the floating platform as described in any one of the above.
  • a method for installing a mooring system for a floating platform for installing the mooring system for a floating platform as described in any one of the above, comprising the steps of:
  • a method for installing an offshore wind power system includes the method for installing a mooring system for a floating platform as described above.
  • the pile foundation is supported by the supporting structure, and one end of the mooring chain is slidably connected to the supporting structure, and the other end is connected to the floating column at the bottom of the floating platform.
  • the traditional pile foundation fixed structure, the floating platform mooring system provided by the present invention does not need additional plug-in or suction cylinder anchor foundation, which reduces the cost and construction time, and the mooring chain is slidingly connected with the supporting structure,
  • the mooring chain can better adapt to the change of direction; at the same time, the mooring chain is connected to the pile foundation through the supporting structure, so that the lateral tension of the mooring chain on the pile foundation is evenly transmitted to the On the pile foundation, the stress concentration damage caused by the direct connection between the pile foundation and the anchor chain is reduced, and the service life of the pile foundation is prolonged.
  • Fig. 1 is a structural schematic diagram of a floating platform mooring system provided by an embodiment of the present invention applied to an offshore wind power system;
  • Fig. 2 is a structural schematic diagram of a floating platform mooring system provided by an embodiment of the present invention
  • Fig. 3 is a flow chart of the installation method of a floating platform mooring system provided by the embodiment of the present invention schematic diagram.
  • 100 is a support structure
  • 101 is a first circular support
  • 102 is a second circular support
  • 1021 is a first support ring
  • 1022 is a second support ring
  • 1023 is a connecting arm
  • 103 is a connecting piece
  • 104 is a support Legs
  • 200 are pile foundations
  • 300 are wind turbines
  • 400 are floating columns
  • 500 are floating platforms
  • 600 are mooring chains.
  • the core of the present invention is to provide a floating platform mooring system to prolong the service life of the anchoring system.
  • the embodiment of the present invention discloses a mooring system for a floating platform, including a support structure 100 , a floating column 400 and a mooring chain 600 .
  • the support structure 100 is used to support the pile foundation 200, and the pile foundation 200 is used to install the wind turbine 300; the floating column 400 is arranged at the bottom of the floating platform 500 to support the floating platform 500; one end of the mooring chain 600 is slidingly connected On the supporting structure 100 , the other end is connected with the floating column 400 .
  • the pile foundation 200 is supported by the supporting structure 100, and one end of the mooring chain 600 is slidably connected to the supporting structure 100, and the other end is connected to the floating column at the bottom of the floating platform 500.
  • the mooring system of the floating platform does not need additional insertion type or suction cylinder type anchor foundation, which reduces the cost and construction time, and the mooring chain 600 is slidingly connected to the support structure 100, so that when the floating platform 500 moves, the mooring chain 600 can better adapt to the change of direction; at the same time, the mooring chain 600 is connected to the pile foundation 200 through the support structure 100, so that the mooring chain 600
  • the lateral tensile force on the pile foundation 200 is evenly transmitted to the pile foundation 200 through the support structure 100, reducing the direct connection between the pile foundation 200 and the anchor chain.
  • the resulting stress concentration damage prolongs the service life of the pile foundation 200.
  • the above-mentioned floating platform 500 can be a booster station, a converter station, or a hydrogen production station, etc., or it can also be a marine biological breeding platform.
  • the type of the floating platform can be adaptively adjusted according to the use requirements. To achieve different functions, as long as it is a type that can meet the requirements of use, it belongs to the protection scope of the present invention.
  • the present invention does not specifically limit the number of mooring chains 600 and floating columns 400 mentioned above.
  • the number of mooring chains 600 and floating columns 400 can be adaptively adjusted according to actual needs, as long as the number of mooring chains 600 and floating columns 400 can be satisfied.
  • the required types all fall within the protection scope of the present invention; optionally, the number of floating columns 400 provided in the embodiment of the present invention is 4-6, and the lower part of each floating column 400 is connected with a corresponding mooring chain 600, a plurality of floating columns 400 are evenly distributed on the lower part of the floating platform 500, so as to balance the forces on the floating platform 500 and improve the stability of the mooring system of the floating platform.
  • the above-mentioned mooring chain 600 can be a chain anchor chain or a chainless anchor chain, as long as it is a type that can meet the requirements of use, it falls within the protection scope of the present invention;
  • the mooring chain 600 adopts a gearless anchor chain, which has a long service life.
  • the support structure 100 provided by the present invention includes a first circular support 101, a second circular support 102 and a connector 103, and the first circular support 101 and the second circular support 102 are formed from Arranged from top to bottom, and the outer diameter of the second circular support 102 is greater than the outer diameter of the first circular support 101, the connecting piece 103 connects the first circular support 101 and the second circular support 102, so as to form a stable cone
  • the shape support structure makes the floating platform mooring system have high stability.
  • the above-mentioned connector 103 can be a type of part such as a brace plate, a support rod or a conical block, as long as it is a type that can meet the requirements of use, it belongs to the scope of protection of the present invention; optionally, the embodiment of the present invention provides
  • the connecting piece 103 is a support rod, and a plurality of support rods are evenly distributed along the outer circumference of the first circular bracket 101 to improve the force balance.
  • the support structure 100 also includes a leg 104 disposed at the bottom of the second circular support 102 so as to support the entire support structure 100 .
  • the present invention does not specifically limit the parameters such as the number, shape, and material of the above-mentioned legs 104, as long as they are parameters that can meet the requirements of use, they all fall within the protection scope of the present invention; As shown in FIG. 2 , the number of legs 104 provided by the embodiment of the present invention is four, and the interval angle between adjacent legs 104 is 90°, so that the support structure 100 has better stability.
  • the second circular support 102 provided by the present invention includes a first support ring 1021, a second support ring 1022 and a connecting arm 1023, the first support ring 1021 and the second support ring 1022 are arranged concentrically, and the diameter of the first support ring 1021 Smaller than the diameter of the second support ring 1022, the connecting arm 1023 connects the first support ring 1021 and the second support ring 1022, so as to pass through the first support ring 1021, the second support ring 1022, the connecting arm 1023, the first circular support 101
  • the conical supporting structure 100 is formed with the connecting piece 103 to stably support the pile foundation 200 .
  • the support structure 100 also includes buffer pads arranged between the first circular support 101 and the pile foundation 200 and between the second circular support 102 and the pile foundation 200, so as to play a buffering role and weaken the Rigid friction and collision prolong the service life of the support structure 100 .
  • the above-mentioned support structure 100 is produced through modularization, which reduces the cost of customized production, shortens the manufacturing time, and is suitable for mass production.
  • the present invention also discloses an offshore wind power system, which includes a floating platform 500, a wind turbine 300, a pile foundation 200 for supporting the wind turbine 300, and any one of the mooring systems for the floating platform described above, thus taking into account the above All the technical effects of the floating platform mooring system will not be repeated here.
  • the present invention also discloses an installation method of a floating platform mooring system, which is used to install the floating platform mooring system described in any one of the above, including steps:
  • S6 The other end of the mooring chain 600 is slidably connected to the support structure 100, so that the lateral tension of the mooring chain 600 on the pile foundation 200 can be evenly transmitted to the pile foundation 200 through the support structure 100, reducing The stress concentration damage caused by the direct connection between the pile foundation 200 and the anchor chain is reduced, and the service life of the pile foundation 200 is prolonged.
  • the installation method of the floating platform mooring system does not need to additionally set an anchor foundation of plug-in type or suction cylinder type, which reduces the cost and construction time, and the mooring chain 600 slides with the support structure 100 connected, so that when the floating platform 500 moves, the mooring chain 600 can better adapt to the change of direction; at the same time, the mooring chain 600 is connected with the pile foundation 200 through the support structure 100, so that the mooring chain 600 is opposite to the side of the pile foundation 200
  • the axial tension is evenly transmitted to the pile foundation 200 through the support structure 100, which reduces the stress concentration damage caused by the direct connection between the pile foundation 200 and the anchor chain, and prolongs the service life of the pile foundation 200.
  • the present invention also discloses an installation method of an offshore wind power system, including the installation method of the above-mentioned floating platform mooring system, thus taking into account all the technical effects of the above-mentioned installation method of the floating platform mooring system. No more details here.

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  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
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Abstract

一种浮式平台系泊系统和安装方法、海上风电系统和安装方法，该浮式平台系泊系统包括支撑结构（100），用于支撑桩基础（200），桩基础（200）用于安装风机（300）；浮式立柱（400），设置于浮式平台的底部；以及系泊链（600），其一端滑动连接于支撑结构（100），另一端与浮式立柱（400）连接。本浮式平台系泊系统不需要额外设置锚固基础，滑动连接使得系泊链能够较好地适应方向的改变，支撑结构减少了桩基础与锚链直接连接造成的应力集中损伤。

Description

浮式平台系泊系统和安装方法、海上风电系统和安装方法
本申请要求以下中国专利申请的优先权，其全部内容通过引用结合在本申请中。
申请号：202210116142.9
申请日：2022年02月07日
发明创造名称：浮式平台系泊系统和安装方法、海上风电系统和安装方法
技术领域
本发明涉及系泊系统技术领域，尤其涉及一种浮式平台系泊系统和安装方法、海上风电系统和安装方法。
背景技术
在海上风力发电系统中，通常在海上风电场的内部设置一个平台，用于升压、换流或者制氢。该平台一般被称为升压站、换流站或者制氢站，并且通常具备多层结构，在浅水海域通常通过插入式桩基础将平台固定在海床上。
然而，在深水海域，水深加深，若继续采用固定式基础，将导致海上风电场的施工成本、施工难度和施工时间均大幅增加。因此，在水深超过一定值(如80m)时，通常将平台设置为浮式平台。
现有的浮式平台，通常采用系泊系统和锚固系统限制平台的漂移范围，锚固系统的桩基一般采用另外设置的插入式锚固基础或者吸力筒锚固基础进行固定，再通过系泊系统的锚链将桩基和浮式平台连接在一起，使用过程中经常发生桩基与锚链连接处因应力集中较大而发生损伤的现象，降低了锚固系统的使用寿命。
因此，如何延长锚固系统的使用寿命，是本领域技术人员目前需要解决的技术问题。
发明内容
有鉴于此，本发明的目的在于提供一种浮式平台系泊系统，以延长锚固系统的使用寿命。
为了实现上述目的，本发明提供了如下技术方案：
一种浮式平台系泊系统，包括：
支撑结构，用于支撑桩基础，所述桩基础用于安装风机；
浮式立柱，设置于浮式平台的底部；以及
系泊链，其一端滑动连接于所述支撑结构，另一端与所述浮式立柱连接。
优选地，在上述浮式平台系泊系统中，所述支撑结构包括第一圆形支架、第二圆形支架和连接件，所述第一圆形支架和所述第二圆形支架自上而下设置，且所述第二圆形支架的外径大于所述第一圆形支架的外径，所述连接件连接所述第一圆形支架和所述第二圆形支架。
优选地，在上述浮式平台系泊系统中，所述支撑结构还包括设置于所述第二圆形支架的底部的支腿。
优选地，在上述浮式平台系泊系统中，所述连接件为支撑杆。
优选地，在上述浮式平台系泊系统中，所述第二圆形支架包括第一支撑环、第二支撑环和连接臂，所述第一支撑环和所述第二支撑环同心设置，且所述第一支撑环的直径小于所述第二支撑环的直径，所述连接臂连接所述第一支撑环和所述第二支撑环。
优选地，在上述浮式平台系泊系统中，所述支撑结构还包括设置于所述第一圆形支架与所述桩基础之间和设置于所述第二圆形支架与所述桩基础之间的缓冲垫。
优选地，在上述浮式平台系泊系统中，所述支撑结构通过模块化生产。
一种海上风电系统，包括浮式平台、风机、用于支撑所述风机的桩基础和如上任意一项所述的浮式平台系泊系统。
一种浮式平台系泊系统的安装方法，用于安装如上任意一项所述的浮式平台系泊系统，包括步骤：
S1：安装桩基础；
S2：安装支撑结构；
S3：将风机安装于所述桩基础；
S4：将系泊链的一端连接在浮式立柱上；
S5：将浮式平台运输到位；
S6：将系泊链的另一端滑动连接于支撑结构。
一种海上风电系统的安装方法，包括如上所述的浮式平台系泊系统的安装方法。
使用本发明所提供的浮式平台系泊系统时，通过支撑结构支撑桩基础，将系泊链的一端滑动连接在支撑结构上，另一端与浮式平台底部的浮式立柱连接，因此，较传统的桩基固定结构，本发明所提供的浮式平台系泊系统不需要额外设置插入式或者吸力筒式的锚固基础，减少了造价和施工时间，并且，系泊链与支撑结构滑动连接，使得浮式平台移动时，系泊链能够较好地适应方向的改变；同时，系泊链通过支撑结构与桩基础连接，使得系泊链对桩基础的侧向拉力通过支撑结构均匀的传递到桩基础上，减少了桩基础与锚链直接连接造成的应力集中损伤，延长了桩基础的使用寿命。
附图说明
为了更清楚地说明本发明实施例或现有技术中的技术方案，下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍，显而易见地，下面描述中的附图仅仅是本发明的一些实施例，对于本领域普通技术人员来讲，在不付出创造性劳动的前提下，还可以根据这些附图获得其他的附图。
图1为本发明实施例所提供的一种浮式平台系泊系统应用于种海上风电系统的结构示意图；
图2为本发明实施例所提供的一种浮式平台系泊系统的结构示意图；
图3为本发明实施例所提供的一种浮式平台系泊系统的安装方法的流程 示意图。
其中，100为支撑结构，101为第一圆形支架，102为第二圆形支架，1021为第一支撑环，1022为第二支撑环，1023为连接臂，103为连接件，104为支腿，200为桩基础，300为风机，400为浮式立柱，500为浮式平台，600为系泊链。
具体实施方式
有鉴于此，本发明的核心在于提供一种浮式平台系泊系统，以延长锚固系统的使用寿命。
下面将结合本发明实施例中的附图，对本发明实施例中的技术方案进行清楚、完整地描述，显然，所描述的实施例仅仅是本发明一部分实施例，而不是全部的实施例。基于本发明中的实施例，本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例，都属于本发明保护的范围。
如图1至图3所示，本发明实施例公开了一种浮式平台系泊系统，包括支撑结构100、浮式立柱400和系泊链600。
其中，支撑结构100用于支撑桩基础200，桩基础200用于安装风机300；浮式立柱400设置于浮式平台500的底部，用于支撑浮式平台500；系泊链600的一端滑动连接于支撑结构100，另一端与浮式立柱400连接。
使用本发明所提供的浮式平台系泊系统时，通过支撑结构100支撑桩基础200，将系泊链600的一端滑动连接在支撑结构100上，另一端与浮式平台500底部的浮式立柱400连接，因此，较传统的桩基固定结构，本发明所提供的浮式平台系泊系统不需要额外设置插入式或者吸力筒式的锚固基础，减少了造价和施工时间，并且，系泊链600与支撑结构100滑动连接，使得浮式平台500移动时，系泊链600能够较好地适应方向的改变；同时，系泊链600通过支撑结构100与桩基础200连接，使得系泊链600对桩基础200的侧向拉力通过支撑结构100均匀的传递到桩基础200上，减少了桩基础200与锚链直接连接造 成的应力集中损伤，延长了桩基础200的使用寿命。
需要说明的是，上述浮式平台500可以是升压站、换流站或者制氢站等，还可以是海洋生物养殖平台，实际应用中，可以根据使用需求适应性调整浮式平台的类型，以实现不同的功能，只要是能够满足使用要求的类型均属于本发明保护范围内。
应当理解，本发明对上述系泊链600和浮式立柱400的数量不作具体限定，实际应用中，可以根据实际需求适应性调节系泊链600和浮式立柱400的数量，只要是能够满足使用要求的类型均属于本发明保护范围内；可选地，本发明实施例所提供的浮式立柱400的数量为4ˉ6个，每个所述浮式立柱400的下部都连接有对应的系泊链600，多个浮式立柱400在浮式平台500的下部均匀分布，以便于使浮式平台500受力平衡，提高该浮式平台系泊系统的稳定性。
另外，上述系泊链600可以是有档锚链，也可以是无档锚链，只要是能够满足使用要求的类型均属于本发明保护范围内；可选地，本发明实施例所提供的系泊链600采用无档锚链，具有较长的使用寿命。
具体地，如图2所示，本发明所提供的支撑结构100包括第一圆形支架101、第二圆形支架102和连接件103，第一圆形支架101和第二圆形支架102自上而下设置，且第二圆形支架102的外径大于第一圆形支架101的外径，连接件103连接第一圆形支架101和第二圆形支架102，以便于形成稳定的圆锥形支撑结构，使该浮式平台系泊系统具有较高的稳定性。
需要说明的是，上述连接件103可以是斜撑板、支撑杆或者圆锥块等类型零件，只要是能够满足使用要求的类型均属于本发明保护范围内；可选地，本发明实施例所提供的连接件103为支撑杆，多个支撑杆沿所述第一圆形支架101的外圆周均匀分布，以提高受力均衡性。
进一步地，上述支撑结构100还包括设置于第二圆形支架102的底部的支腿104，以便于支撑整个支撑结构100。
应当理解，本发明对上述支腿104的数量、形状和材质等参数均不作具体限定，只要是能够满足使用要求的参数均属于本发明保护范围内；可选地，如 图2所示，本发明实施例所提供的支腿104的数量为四个，相邻支腿104之间的间隔角度为90°，使上述支撑结构100具有较好的稳定性。
本发明所提供的第二圆形支架102包括第一支撑环1021、第二支撑环1022和连接臂1023，第一支撑环1021和第二支撑环1022同心设置，且第一支撑环1021的直径小于第二支撑环1022的直径，连接臂1023连接第一支撑环1021和第二支撑环1022，以便于通过第一支撑环1021、第二支撑环1022、连接臂1023、第一圆形支架101和连接件103形成圆锥状的支撑结构100，稳定支撑桩基础200。
更进一步地，支撑结构100还包括设置于第一圆形支架101与桩基础200之间和设置于第二圆形支架102与桩基础200之间的缓冲垫，以便于起到缓冲作用，削弱刚性摩擦和碰撞，延长支撑结构100的使用寿命。
另外，上述支撑结构100通过模块化生产，减少定制化生产的费用，缩短制造时间，适宜批量化生产。
此外，本发明还公开了一种海上风电系统，包括浮式平台500、风机300、用于支撑风机300的桩基础200和上任意一项所述的浮式平台系泊系统，因此兼顾了上述浮式平台系泊系统的所有技术效果，本文在此不再一一赘述。
如图3所示，本发明还公开了一种浮式平台系泊系统的安装方法，用于安装如上任意一项所述的浮式平台系泊系统，包括步骤：
S1：安装桩基础200，以便于通过桩基础200支撑风机300。
S2：安装支撑结构100，以便于通过支撑结构100支撑桩基础200。
S3：将风机300安装于桩基础200，以便于通过桩基础200支撑风机300。
S4：将系泊链600的一端连接在浮式立柱400上，以便于通过系泊链600约束浮式平台500的运动范围。
S5：将浮式平台500运输到位，以便于通过浮式平台500将风机300产生的电经升压和换流后传输至电网。
S6：将系泊链600的另一端滑动连接于支撑结构100，以便于通过支撑结构100将系泊链600对桩基础200的侧向拉力均匀的传递到桩基础200上，减 少了桩基础200与锚链直接连接造成的应力集中损伤，延长了桩基础200的使用寿命。
由此可见，本发明所提供的浮式平台系泊系统的安装方法不需要额外设置插入式或者吸力筒式的锚固基础，减少了造价和施工时间，并且，系泊链600与支撑结构100滑动连接，使得浮式平台500移动时，系泊链600能够较好地适应方向的改变；同时，系泊链600通过支撑结构100与桩基础200连接，使得系泊链600对桩基础200的侧向拉力通过支撑结构100均匀的传递到桩基础200上，减少了桩基础200与锚链直接连接造成的应力集中损伤，延长了桩基础200的使用寿命。
此外，本发明还公开了一种海上风电系统的安装方法，包括如上所述的浮式平台系泊系统的安装方法，因此兼顾了上述浮式平台系泊系统的安装方法的所有技术效果，本文在此不再一一赘述。
本发明的说明书和权利要求书及上述附图中的术语“第一”和“第二”等是用于区别不同的对象，而不是用于描述特定的顺序。此外术语“包括”和“具有”以及他们任何变形，意图在于覆盖不排他的包含。例如包含了一系列步骤或单元的过程、方法、系统、产品或设备没有设定于已列出的步骤或单元，而是可包括没有列出的步骤或单元。
对所公开的实施例的上述说明，使本领域专业技术人员能够实现或使用本发明。对这些实施例的多种修改对本领域的专业技术人员来说将是显而易见的，本文中所定义的一般原理可以在不脱离本发明的精神或范围的情况下，在其它实施例中实现。因此，本发明将不会被限制于本文所示的这些实施例，而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。

Claims (10)

  1. 一种浮式平台系泊系统，其特征在于，包括：
    支撑结构，用于支撑桩基础，所述桩基础用于安装风机；
    浮式立柱，设置于浮式平台的底部；以及
    系泊链，其一端滑动连接于所述支撑结构，另一端与所述浮式立柱连接。
  2. 根据权利要求1所述的浮式平台系泊系统，其特征在于，所述支撑结构包括第一圆形支架、第二圆形支架和连接件，所述第一圆形支架和所述第二圆形支架自上而下设置，且所述第二圆形支架的外径大于所述第一圆形支架的外径，所述连接件连接所述第一圆形支架和所述第二圆形支架。
  3. 根据权利要求2所述的浮式平台系泊系统，其特征在于，所述支撑结构还包括设置于所述第二圆形支架的底部的支腿。
  4. 根据权利要求2所述的浮式平台系泊系统，其特征在于，所述连接件为支撑杆。
  5. 根据权利要求2所述的浮式平台系泊系统，其特征在于，所述第二圆形支架包括第一支撑环、第二支撑环和连接臂，所述第一支撑环和所述第二支撑环同心设置，且所述第一支撑环的直径小于所述第二支撑环的直径，所述连接臂连接所述第一支撑环和所述第二支撑环。
  6. 根据权利要求1所述的浮式平台系泊系统，其特征在于，所述支撑结构还包括设置于所述第一圆形支架与所述桩基础之间和设置于所述第二圆形支架与所述桩基础之间的缓冲垫。
  7. 根据权利要求1所述的浮式平台系泊系统，其特征在于，所述支撑结构通过模块化生产。
  8. 一种海上风电系统，其特征在于，包括浮式平台、风机、用于支撑所述风机的桩基础和如权利要求1至7任意一项所述的浮式平台系泊系统。
  9. 一种浮式平台系泊系统的安装方法，其特征在于，用于安装如权利要求1至7任意一项所述的浮式平台系泊系统，包括步骤：
    S1：安装桩基础；
    S2：安装支撑结构；
    S3：将风机安装于所述桩基础；
    S4：将系泊链的一端连接在浮式立柱上；
    S5：将浮式平台运输到位；
    S6：将系泊链的另一端滑动连接于支撑结构。
  10. 一种海上风电系统的安装方法，其特征在于，包括如权利要求9所述的浮式平台系泊系统的安装方法。
PCT/CN2023/072283 2022-02-07 2023-01-16 浮式平台系泊系统和安装方法、海上风电系统和安装方法 WO2023147759A1 (zh)

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