[go: up one dir, main page]

CN110435838B - Equipment-carrying floating device - Google Patents

Equipment-carrying floating device Download PDF

Info

Publication number
CN110435838B
CN110435838B CN201910808358.XA CN201910808358A CN110435838B CN 110435838 B CN110435838 B CN 110435838B CN 201910808358 A CN201910808358 A CN 201910808358A CN 110435838 B CN110435838 B CN 110435838B
Authority
CN
China
Prior art keywords
submerged
equipment
carrying
floating device
column
Prior art date
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.)
Active
Application number
CN201910808358.XA
Other languages
Chinese (zh)
Other versions
CN110435838A (en
Inventor
胡斌
姜华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guangzhou Ship And Ocean Engineering Design And Research Institute 65th Research Institute Of China State Shipbuilding Corp Corp
Original Assignee
Guangzhou Shipbuilding And Ocean Engineering Design Research Institute 605th Research Institute Of China State Shipbuilding Corp ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Guangzhou Shipbuilding And Ocean Engineering Design Research Institute 605th Research Institute Of China State Shipbuilding Corp ltd filed Critical Guangzhou Shipbuilding And Ocean Engineering Design Research Institute 605th Research Institute Of China State Shipbuilding Corp ltd
Priority to CN201910808358.XA priority Critical patent/CN110435838B/en
Publication of CN110435838A publication Critical patent/CN110435838A/en
Application granted granted Critical
Publication of CN110435838B publication Critical patent/CN110435838B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/20Adaptations of chains, ropes, hawsers, or the like, or of parts thereof
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B21/00Tying-up; Shifting, towing, or pushing equipment; Anchoring
    • B63B21/50Anchoring arrangements or methods for special vessels, e.g. for floating drilling platforms or dredgers
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63BSHIPS OR OTHER WATERBORNE VESSELS; EQUIPMENT FOR SHIPPING 
    • B63B35/00Vessels or similar floating structures specially adapted for specific purposes and not otherwise provided for
    • B63B35/44Floating buildings, stores, drilling platforms, or workshops, e.g. carrying water-oil separating devices

Landscapes

  • Engineering & Computer Science (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Wind Motors (AREA)
  • Revetment (AREA)

Abstract

本发明公开了一种设备搭载浮式装置,在立柱上设置潜体;并在潜体内开设第一压载舱,如此,通过向第一压载舱内装入压载物,降低设备搭载浮式装置整体的重心高度,减小设备搭载浮式装置随波浪起伏的摇摆幅度,从而使得整个装置被拖航和搭载设备后的稳性较好。同时,连接部的横截面积S0从靠近第二潜部的一端至另一端逐渐增大,有效增加了潜体与海水之间的接触面积,使得潜体与海水之间的摩擦阻力和粘性阻力增加,有利于提高装置在海上的运动阻尼。此外,当潜体入水时,连接部受到垂直于倾斜面的水压力可分为垂直方向的支撑力和水平方向的周向力;当本装置在外力作用下产生倾斜力矩后,连接部的垂向支撑力会产生恢复力矩阻止装置继续倾斜。

The present invention discloses an equipment-carrying floating device, in which a submerged body is arranged on a column; and a first ballast tank is provided in the submerged body, so that by loading ballast into the first ballast tank, the center of gravity height of the equipment-carrying floating device as a whole is lowered, and the swing amplitude of the equipment-carrying floating device with the ups and downs of waves is reduced, so that the stability of the entire device after being towed and carrying equipment is better. At the same time, the cross-sectional area S0 of the connecting part gradually increases from one end close to the second submerged part to the other end, which effectively increases the contact area between the submerged body and the seawater, so that the friction resistance and viscous resistance between the submerged body and the seawater are increased, which is conducive to improving the motion damping of the device at sea. In addition, when the submerged body enters the water, the water pressure perpendicular to the inclined surface on the connecting part can be divided into a supporting force in the vertical direction and a circumferential force in the horizontal direction; when the device generates a tilting moment under the action of an external force, the vertical supporting force of the connecting part will generate a restoring moment to prevent the device from continuing to tilt.

Description

设备搭载浮式装置Equipment carrying floating device

技术领域Technical Field

本发明涉及搭载平台技术领域,特别是涉及一种设备搭载浮式装置。The invention relates to the technical field of carrying platforms, and in particular to an equipment carrying floating device.

背景技术Background technique

海上风电装置主要有两种形式:固定式和浮式。浮式装置是指基础平台不与海床直接接触,而是通过浮体平台和系泊系统与海底相连,风电机组随浮体平台在局部区域控制范围内自由漂浮和运动,不同的浮体平台形式可适应不同的海洋环境。There are two main types of offshore wind power installations: fixed and floating. Floating installations refer to installations where the foundation platform is not in direct contact with the seabed, but is connected to the seabed through a floating platform and mooring system. The wind turbines float and move freely with the floating platform within the control range of the local area. Different floating platform forms can adapt to different marine environments.

传统的浮式装置采用多根立柱形式,并在立柱的底部布置有压水板。然而,该平台的第一压载舱布置在细长的立柱内,导致压载重量的重心较高,耐波性较差,从而导致装置在波浪中的运动幅度偏大,严重影响搭载设备的正常运行。Traditional floating devices use multiple columns with water pressure plates arranged at the bottom of the columns. However, the first ballast tank of the platform is arranged inside the slender columns, which results in a high center of gravity of the ballast weight and poor seakeeping, which leads to a large movement amplitude of the device in the waves, seriously affecting the normal operation of the onboard equipment.

发明内容Summary of the invention

基于此,有必要提供一种设备搭载浮式装置,降低装置整体的重心,提高装置的耐波性能,保证设备稳定运行。Based on this, it is necessary to provide a floating device for equipment to lower the center of gravity of the entire device, improve the wave resistance of the device, and ensure the stable operation of the equipment.

其技术方案如下:The technical solution is as follows:

一种设备搭载浮式装置,包括:搭载结构,所述搭载结构用于搭载设备,所述搭载结构包括立柱;与潜体,所述立柱设置在所述潜体上,所述潜体内设有第一压载舱,所述第一压载舱用于装入压载物,其中,所述潜体包括第一潜部、第二潜部、及围设在所述第一潜部与所述第二潜部之间的连接部,所述第一潜部连接在所述立柱上,所述连接部的横截面积S0从所述连接部靠近所述第二潜部一端至所述连接部靠近所述第一潜部一端逐渐增大。A floating device for carrying equipment comprises: a carrying structure, the carrying structure is used to carry equipment, the carrying structure comprises a column; and a submerged body, the column is arranged on the submerged body, a first ballast tank is arranged in the submerged body, the first ballast tank is used to load ballast, wherein the submerged body comprises a first submerged part, a second submerged part, and a connecting part surrounded by the first submerged part and the second submerged part, the first submerged part is connected to the column, and the cross-sectional area S0 of the connecting part gradually increases from one end of the connecting part close to the second submerged part to one end of the connecting part close to the first submerged part.

上述的设备搭载浮式装置,在立柱上设置潜体;并在潜体内开设第一压载舱,如此,通过向第一压载舱内装入压载物,使得装置的重心向装置底部转移,降低设备搭载浮式装置整体的重心高度,减小设备搭载浮式装置随波浪起伏的摇摆幅度,从而使得整个装置被拖航和搭载设备后稳性较好。同时,潜体包括连接部,连接部的横截面积S0从靠近第二潜部的一端至另一端逐渐增大,由此可知,本方案的连接部的表面则呈倾斜设置,这样,有效增加了第一潜部的截面积,同时增加了潜体与海水之间的接触面积,使得潜体与海水之间的摩擦阻力和粘性阻力增加,有利于提高设备搭载浮式装置在海上的运动阻尼。此外,连接部的横截面积S0从靠近第二潜部的一端至另一端逐渐增大,因此,当潜体入水时,连接部受到垂直于倾斜面的水压力可分为垂直方向的支撑力和沿着水平方向的周向力;当设备搭载浮式装置在外力作用下产生倾斜力矩后,连接部的垂向支撑力和轴向力会产生恢复力矩阻止装置继续倾斜,特别是在装置产生小角度的倾斜后,连接部两侧不平衡的支撑力将会产生更加有益的效果,进一步提高设备搭载浮式装置阻止倾斜的恢复力矩,从而使得装置的耐波性能得到有效提升,保证设备稳定运行。The above-mentioned equipment-carrying floating device has a submerged body arranged on a column; and a first ballast tank is provided in the submerged body. Thus, by loading ballast into the first ballast tank, the center of gravity of the device is transferred to the bottom of the device, the center of gravity height of the equipment-carrying floating device as a whole is lowered, and the swing amplitude of the equipment-carrying floating device with the ups and downs of waves is reduced, so that the stability of the entire device after being towed and carrying equipment is better. At the same time, the submerged body includes a connecting part, and the cross-sectional area S0 of the connecting part gradually increases from one end close to the second submerged part to the other end. It can be seen that the surface of the connecting part of this scheme is inclined, so that the cross-sectional area of the first submerged part is effectively increased, and the contact area between the submerged body and the seawater is increased, so that the friction resistance and viscous resistance between the submerged body and the seawater are increased, which is conducive to improving the motion damping of the equipment-carrying floating device at sea. In addition, the cross-sectional area S0 of the connection part gradually increases from one end close to the second submerged part to the other end. Therefore, when the submerged body enters the water, the water pressure perpendicular to the inclined surface on the connection part can be divided into a supporting force in the vertical direction and a circumferential force along the horizontal direction. When the floating device carried by the equipment generates a tilting moment under the action of an external force, the vertical supporting force and axial force of the connection part will generate a restoring moment to prevent the device from continuing to tilt. Especially after the device tilts at a small angle, the unbalanced supporting force on both sides of the connection part will produce a more beneficial effect, further improving the restoring moment of the floating device carried by the equipment to prevent tilting, thereby effectively improving the wavekeeping performance of the device and ensuring the stable operation of the equipment.

下面结合上述方案对本发明的原理、效果进一步说明:The principle and effect of the present invention are further described below in combination with the above scheme:

在其中一个实施例中,所述第一潜部的横截面积S1大于所述立柱的横截面积S2和所述第二潜部的横截面积S3In one embodiment, the cross-sectional area S1 of the first submerged portion is greater than the cross-sectional area S2 of the pillar and the cross-sectional area S3 of the second submerged portion.

在其中一个实施例中,所述第一潜部包括第一侧面,所述第二潜部包括第二侧面,所述连接部一端连接在所述第一侧面上,所述连接部另一端连接在所述第二侧面上。In one embodiment, the first submerged portion includes a first side surface, the second submerged portion includes a second side surface, one end of the connecting portion is connected to the first side surface, and the other end of the connecting portion is connected to the second side surface.

在其中一个实施例中,所述第一潜部还包括承压面,所述第一侧面围设在所述承压面上,所述立柱设置在所述承压面上。In one embodiment, the first submerged portion further includes a pressure-bearing surface, the first side surface is disposed around the pressure-bearing surface, and the column is disposed on the pressure-bearing surface.

在其中一个实施例中,设备搭载浮式装置还包括第一加强件,所述第一加强件连接在所述潜体与所述立柱之间。In one of the embodiments, the equipment-carrying floating device further includes a first reinforcement member, wherein the first reinforcement member is connected between the submerged body and the column.

在其中一个实施例中,所述第一加强件为四个,四个所述第一加强件分别位于所述立柱的四周。In one embodiment, there are four first reinforcement members, and the four first reinforcement members are respectively located around the column.

在其中一个实施例中,所述立柱与所述潜体均为两个以上,所述立柱与所述潜体一一对应设置。In one embodiment, there are more than two columns and more than two submerged bodies, and the columns and the submerged bodies are arranged in a one-to-one correspondence.

在其中一个实施例中,设备搭载浮式装置还包括连接件,所述连接件连接在相邻两个立柱之间。In one of the embodiments, the equipment-carrying floating device further includes a connecting member, wherein the connecting member is connected between two adjacent columns.

在其中一个实施例中,设备搭载浮式装置还包括第二加强件,所述第二加强件设置在所述连接件与所述立柱之间。In one of the embodiments, the equipment-carrying floating device further includes a second reinforcement member, and the second reinforcement member is disposed between the connecting member and the column.

在其中一个实施例中,所述搭载结构还包括甲板,所述甲板架设在所述立柱上,所述甲板用于搭载所述设备。In one embodiment, the carrying structure further includes a deck, which is mounted on the column and is used to carry the equipment.

在其中一个实施例中,所述设备搭载浮式装置还包括系泊结构,所述系泊结构设置在所述搭载结构上。In one of the embodiments, the equipment-carrying floating device further includes a mooring structure, and the mooring structure is disposed on the carrying structure.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

图1为本发明一实施例所述的设备搭载浮式装置结构一视角图;FIG1 is a perspective view of a floating device structure for carrying equipment according to an embodiment of the present invention;

图2为图1中圈A处结构放大示意图;FIG2 is an enlarged schematic diagram of the structure at circle A in FIG1 ;

图3为本发明一实施例所述的潜体结构示意图;FIG3 is a schematic diagram of a submerged structure according to an embodiment of the present invention;

图4为本发明一实施例所述的设备搭载浮式装置结构另一视角图。FIG. 4 is a diagram showing the equipment-carrying floating device structure from another perspective according to an embodiment of the present invention.

附图标记说明:Description of reference numerals:

100、设备搭载浮式装置,110、搭载结构,111、立柱,1111、第二压载舱,112、甲板,113、连接件,114、第二加强件,115、安装架,120、潜体,121、第一压载舱,122、第一潜部,1221、第一侧面,1222、承压面,123、连接部,124、第二潜部,1241、第二侧面,130、系泊结构,131、系泊索,132、固定座,133、第一导向轮,134、第二导向轮,140、第一加强件。100. Equipment-carrying floating device, 110. Carrying structure, 111. Column, 1111. Second ballast tank, 112. Deck, 113. Connector, 114. Second reinforcement, 115. Mounting frame, 120. Submersible body, 121. First ballast tank, 122. First submersible part, 1221. First side, 1222. Pressure-bearing surface, 123. Connector, 124. Second submersible part, 1241. Second side, 130. Mooring structure, 131. Mooring rope, 132. Fixed seat, 133. First guide wheel, 134. Second guide wheel, 140. First reinforcement.

具体实施方式Detailed ways

为使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及具体实施方式,对本发明进行进一步的详细说明。应当理解的是,此处所描述的具体实施方式仅用以解释本发明,并不限定本发明的保护范围。In order to make the purpose, technical solution and advantages of the present invention more clearly understood, the present invention is further described in detail below in conjunction with the accompanying drawings and specific implementation methods. It should be understood that the specific implementation methods described herein are only used to explain the present invention and do not limit the scope of protection of the present invention.

需要说明的是,当元件被称为“固定于”另一个元件,它可以直接在另一个元件上或者也可以存在居中的元件。当一个元件被认为是“连接”另一个元件,它可以是直接连接到另一个元件或者可能同时存在居中元件。本文所使用的术语“垂直的”、“水平的”、“左”、“右”以及类似的表述只是为了说明的目的,并不表示是唯一的实施方式。It should be noted that when an element is referred to as being "fixed to" another element, it may be directly on the other element or there may be a central element. When an element is considered to be "connected to" another element, it may be directly connected to the other element or there may be a central element at the same time. The terms "vertical", "horizontal", "left", "right" and similar expressions used herein are for illustrative purposes only and are not intended to be the only implementation method.

除非另有定义,本文所使用的所有的技术和科学术语与属于本发明的技术领域的技术人员通常理解的含义相同。本文中在本发明的说明书中所使用的术语只是为了描述具体的实施方式的目的,不是旨在于限制本发明。本文所使用的术语“及/或”包括一个或多个相关的所列项目的任意的和所有的组合。Unless otherwise defined, all technical and scientific terms used herein have the same meaning as those commonly understood by those skilled in the art to which the present invention belongs. The terms used herein in the specification of the present invention are only for the purpose of describing specific embodiments and are not intended to limit the present invention. The term "and/or" used herein includes any and all combinations of one or more of the related listed items.

本发明中所述“第一”、“第二”不代表具体的数量及顺序,仅仅是用于名称的区分。The “first” and “second” mentioned in the present invention do not represent specific quantities and orders, but are merely used to distinguish names.

在一个实施例中,请参考图1与图4,一种设备搭载浮式装置100,包括:搭载结构110与潜体120。搭载结构110用于搭载设备,搭载结构110包括立柱111。立柱111设置在潜体120上,潜体120内设有第一压载舱121。第一压载舱121用于装入压载物。其中,潜体120包括第一潜部122、第二潜部124、及围设在第一潜部122与第二潜部124之间的连接部123。第一潜部122连接在立柱111上。连接部123的横截面积S0从连接部123靠近第二潜部124一端至连接部123靠近第一潜部122一端逐渐增大。In one embodiment, please refer to FIG. 1 and FIG. 4 , a floating device 100 for carrying equipment includes: a carrying structure 110 and a submerged body 120. The carrying structure 110 is used to carry equipment, and the carrying structure 110 includes a column 111. The column 111 is arranged on the submerged body 120, and a first ballast tank 121 is arranged in the submerged body 120. The first ballast tank 121 is used to load ballast. Among them, the submerged body 120 includes a first submerged part 122, a second submerged part 124, and a connecting part 123 surrounded between the first submerged part 122 and the second submerged part 124. The first submerged part 122 is connected to the column 111. The cross-sectional area S0 of the connecting part 123 gradually increases from the end of the connecting part 123 close to the second submerged part 124 to the end of the connecting part 123 close to the first submerged part 122.

上述的设备搭载浮式装置100,在立柱111上设置潜体120;并在潜体120内开设第一压载舱121,如此,通过向第一压载舱121内装入压载物,使得装置的重心向装置底部转移,降低设备搭载浮式装置100整体的重心高度,减小设备搭载浮式装置100随波浪起伏的摇摆幅度,从而使得整个装置被拖航和搭载设备后稳性较好。同时,潜体120包括连接部123,连接部123的横截面积S0从靠近第二潜部124的一端至另一端逐渐增大,由此可知,本方案的连接部123的表面则呈倾斜设置,这样,有效增加了潜体120与海水之间的接触面积,使得潜体120与海水之间的摩擦阻力和粘性阻力增加,有利于提高设备搭载浮式装置100在海上的运动阻尼。此外,连接部123的横截面积S0从靠近立柱111的一端至另一端逐渐减小,因此,当潜体120入水时,受到海水的水压力可分为垂直方向的支撑力和水平方向的周向力;当本装置100在外力作用下产生倾斜力矩后,连接部123的垂向支撑力会产生恢复力矩阻止装置100继续倾斜,特别是在装置100已经产生小角度的倾斜后,连接部123阻止倾斜的潜体120部分入水更深,水压力增大,而且垂直方向的投影面积(接触面积)增大,因而在倾斜面的产生的阻止倾斜的恢复力矩显著增大,从而使得装置的耐波性能得到有效提升,保证设备稳定运行。另外,本实施例的设备搭载浮式装置100结构简单、施工方便,对辅助船的配套要求少;同时,可布置于开阔水域,不占用岸线资源,可避开交通要道。The above-mentioned equipment-carrying floating device 100 is provided with a submerged body 120 on a column 111; and a first ballast tank 121 is provided in the submerged body 120. Thus, by loading ballast into the first ballast tank 121, the center of gravity of the device is transferred to the bottom of the device, the center of gravity height of the equipment-carrying floating device 100 as a whole is reduced, and the swing amplitude of the equipment-carrying floating device 100 with the ups and downs of waves is reduced, so that the stability of the entire device after being towed and carrying equipment is better. At the same time, the submerged body 120 includes a connecting portion 123, and the cross-sectional area S0 of the connecting portion 123 gradually increases from one end close to the second submerged portion 124 to the other end. It can be seen that the surface of the connecting portion 123 of the present solution is inclined, so that the contact area between the submerged body 120 and the seawater is effectively increased, so that the friction resistance and viscous resistance between the submerged body 120 and the seawater are increased, which is conducive to improving the motion damping of the equipment-carrying floating device 100 at sea. In addition, the cross-sectional area S0 of the connection part 123 gradually decreases from one end close to the column 111 to the other end. Therefore, when the submerged body 120 enters the water, the water pressure of the seawater can be divided into a vertical support force and a horizontal circumferential force. When the device 100 generates a tilting moment under the action of an external force, the vertical support force of the connection part 123 will generate a restoring moment to prevent the device 100 from continuing to tilt. In particular, after the device 100 has tilted at a small angle, the connection part 123 prevents the tilted submerged body 120 from entering the water deeper, the water pressure increases, and the vertical projection area (contact area) increases, so the restoring moment generated on the inclined surface to prevent tilting is significantly increased, so that the wave resistance performance of the device is effectively improved, ensuring the stable operation of the equipment. In addition, the equipment-carrying floating device 100 of this embodiment has a simple structure, convenient construction, and few supporting requirements for auxiliary ships; at the same time, it can be arranged in open waters, does not occupy shoreline resources, and can avoid traffic arteries.

需要说明的是,连接部123的横截面积应理解为垂直于连接部123的轴向,对连接部123进行剖切,剖切后,连接部123外表面在剖切面上围成的面积。为了便于理解,请参考图3,连接部123的横截面积为图3中S0表示的面积。It should be noted that the cross-sectional area of the connecting portion 123 should be understood as the area enclosed by the outer surface of the connecting portion 123 on the cross-sectional surface when the connecting portion 123 is cut perpendicular to the axial direction of the connecting portion 123. For ease of understanding, please refer to Figure 3, the cross-sectional area of the connecting portion 123 is the area represented by S0 in Figure 3.

还需要说明的是,本实施例并不具体限定设备的类型,设备可为风力发电机、柴油发电机、汽油发电机或者其他设备。同时,本实施例也不具体限定压载物的种类,压载物可为海水、砂石或者其他压载物。It should also be noted that the present embodiment does not specifically limit the type of equipment, and the equipment may be a wind turbine, a diesel generator, a gasoline generator or other equipment. At the same time, the present embodiment does not specifically limit the type of ballast, and the ballast may be seawater, sand or other ballast.

具体地,第一潜部122、连接部123及第二潜部124为一体化结构,如此,使得潜体120结构更加稳定。同时,也便于潜体120的生产制作。Specifically, the first submerged portion 122, the connecting portion 123 and the second submerged portion 124 are an integrated structure, so that the structure of the submerged body 120 is more stable and the production of the submerged body 120 is also facilitated.

进一步地,请参考图1与图3,第一潜部122的横截面积S1大于立柱111的横截面积S2。由此可知,立柱111与潜体120构成上小下大、头轻脚重的结构形态,有利于设备搭载浮式装置100的重心向整个装置底部移动,使得设备搭载浮式装置100在海上更加平稳。具体在本实施例中,第一潜部122与立柱111均为圆形截面或多边形截面的结构,第一潜部122的直径为立柱111的直径的2倍以上。Further, please refer to FIG. 1 and FIG. 3 , the cross-sectional area S 1 of the first submerged part 122 is greater than the cross-sectional area S 2 of the column 111. It can be seen that the column 111 and the submerged body 120 form a structural form that is small at the top and large at the bottom, light at the top and heavy at the bottom, which is conducive to the center of gravity of the equipment-carrying floating device 100 moving to the bottom of the entire device, making the equipment-carrying floating device 100 more stable at sea. Specifically in this embodiment, the first submerged part 122 and the column 111 are both structures with circular cross-sections or polygonal cross-sections, and the diameter of the first submerged part 122 is more than twice the diameter of the column 111.

更进一步地,第一潜部122的横截面积S1也大于第二潜部124的横截面积S3,如此,在排水体积限定的情况下可以使得S1达到最大。同时,将第二潜部124的横截面积小于第一潜部122的横截面积设置,使得连接部123更容易形成上大下小的变截面结构,从而使得连接部123与更多的海水接触。Furthermore, the cross-sectional area S1 of the first submerged portion 122 is also greater than the cross-sectional area S3 of the second submerged portion 124. Thus, S1 can be maximized under the condition of limited displacement volume. At the same time, the cross-sectional area of the second submerged portion 124 is set smaller than the cross-sectional area of the first submerged portion 122, so that the connecting portion 123 is more likely to form a variable cross-sectional structure with a larger upper portion and a smaller lower portion, so that the connecting portion 123 is in contact with more seawater.

在一个实施例中,请参考图3,第一潜部122包括第一侧面1221。第二潜部124包括第二侧面1241。连接部123一端连接在第一侧面1221上,连接部123另一端连接在第二侧面1241上。由此可知,第一潜部122、连接部123及第二潜部124依次过渡连接,即,第一潜部122的横截面积大于或者等于连接部123的横截面积,且,连接部123的横截面积大于或者等于第二潜部124的横截面积,如此,使得潜体120的外表面呈由上至下逐渐变小的结构,从而使得潜体120水动力特征更好。同时,第二潜部124的横截面积小于或者等于连接部123的横截面积,避免第二潜部124过大而导致在垂直方向遮住连接部123一部分,从而避免连接部123与海水之间因接触作用力的减少而导致连接部123与海水之间的摩擦阻力和粘性阻力降低。此外,本实施例设置第一侧面1221与第二侧面1241,有利于增加潜体120在水平方向的接触面积,当潜体120随风浪流摆动时,海水会在水平方向对第一侧面1221与第二侧面1241施加阻力,阻止潜体120随风浪流作用产生的摇摆,如此,大大提高了设备搭载浮式装置100的耐波性能。In one embodiment, please refer to FIG. 3 , the first submerged portion 122 includes a first side surface 1221. The second submerged portion 124 includes a second side surface 1241. One end of the connecting portion 123 is connected to the first side surface 1221, and the other end of the connecting portion 123 is connected to the second side surface 1241. It can be seen that the first submerged portion 122, the connecting portion 123 and the second submerged portion 124 are sequentially transitionally connected, that is, the cross-sectional area of the first submerged portion 122 is greater than or equal to the cross-sectional area of the connecting portion 123, and the cross-sectional area of the connecting portion 123 is greater than or equal to the cross-sectional area of the second submerged portion 124. In this way, the outer surface of the submerged body 120 is a structure that gradually decreases from top to bottom, so that the hydrodynamic characteristics of the submerged body 120 are better. At the same time, the cross-sectional area of the second submerged portion 124 is less than or equal to the cross-sectional area of the connecting portion 123, so as to avoid the second submerged portion 124 being too large and thus covering a part of the connecting portion 123 in the vertical direction, thereby avoiding the friction resistance and viscous resistance between the connecting portion 123 and the seawater due to the reduction of the contact force between the connecting portion 123 and the seawater. In addition, the first side surface 1221 and the second side surface 1241 are provided in this embodiment, which is conducive to increasing the contact area of the submerged body 120 in the horizontal direction. When the submerged body 120 swings with the wind and wave current, the seawater will exert resistance on the first side surface 1221 and the second side surface 1241 in the horizontal direction, preventing the submerged body 120 from swinging with the wind and wave current, thus greatly improving the seakeeping performance of the equipment-carrying floating device 100.

可选地,第一侧面1221与第二侧面1241均可为圆柱面、圆台面、三棱柱面、四棱柱面、五棱柱面或者其他形状侧面。Optionally, the first side surface 1221 and the second side surface 1241 may be cylindrical surfaces, frustum surfaces, triangular prism surfaces, quadrangular prism surfaces, pentagonal prism surfaces or other shaped surfaces.

进一步地,请参考图3,第一潜部122还包括承压面1222。第一侧面1221围设在承压面1222上。立柱111设置在承压面1222上。如此,通过承压面1222,使得立柱111稳定安装,从而使得设备搭载浮式装置100结构更加稳定。Further, referring to FIG3 , the first submerged portion 122 further includes a pressure-bearing surface 1222. The first side surface 1221 is disposed on the pressure-bearing surface 1222. The column 111 is disposed on the pressure-bearing surface 1222. Thus, the column 111 is stably installed through the pressure-bearing surface 1222, thereby making the structure of the equipment-carrying floating device 100 more stable.

在一个实施例中,请参考图1,设备搭载浮式装置100还包括第一加强件140。第一加强件140连接在潜体120与立柱111之间。如此,将第一加强件140设置在潜体120与立柱111之间,使得潜体120与立柱111稳定连接,有利于提高设备搭载浮式装置100整体结构强度,从而使得设备搭载浮式装置100在海上更加稳定。同时,在潜体120与立柱111之间设置第一加强件140,使得潜体120上额外增加阻尼结构,减轻潜体120随波浪起伏而逐波,有利于提升设备搭载浮式装置100的运动阻尼性能,使得设备搭载浮式装置100恢复力矩变大,从而使得装置在海上更加平稳,极大保证了设备稳定运行。具体在本实施例中,第一加强件140在潜体120与立柱111之间呈斜杆结构,斜杆结构一端连接在立柱111上,斜杆结构另一端连接在承压面1222上。其中,连接的方式可为螺栓连接、焊接或者其他方式。In one embodiment, please refer to FIG. 1 , the equipment-carrying floating device 100 further includes a first reinforcement member 140. The first reinforcement member 140 is connected between the submerged body 120 and the column 111. In this way, the first reinforcement member 140 is arranged between the submerged body 120 and the column 111, so that the submerged body 120 and the column 111 are stably connected, which is conducive to improving the overall structural strength of the equipment-carrying floating device 100, thereby making the equipment-carrying floating device 100 more stable at sea. At the same time, the first reinforcement member 140 is arranged between the submerged body 120 and the column 111, so that an additional damping structure is added to the submerged body 120, which reduces the submerged body 120 from following the waves, which is conducive to improving the motion damping performance of the equipment-carrying floating device 100, so that the restoring torque of the equipment-carrying floating device 100 becomes larger, thereby making the device more stable at sea, greatly ensuring the stable operation of the equipment. Specifically in this embodiment, the first reinforcement member 140 is an inclined rod structure between the submerged body 120 and the column 111, one end of the inclined rod structure is connected to the column 111, and the other end of the inclined rod structure is connected to the pressure surface 1222. The connection method can be bolt connection, welding or other methods.

进一步地,请参考图1,第一加强件140为四个。四个第一加强件140分别位于立柱111的四周。如此,在立柱111四周均设置第一加强件140,使得立柱111四周均受力,保证立柱111受到对称支撑力,大大提高了立柱111在潜体120上的安装稳定性,从而有利于提高设备搭载浮式装置100的结构强度。同时,在立柱111与潜体120之间设置四个第一加强件140,使得潜体120上的阻尼结构更多,有利于提升潜体120的运动阻尼性能,从而使得设备搭载浮式装置100耐波性能更强、稳定性更好。Further, please refer to FIG. 1 , there are four first reinforcement members 140. The four first reinforcement members 140 are respectively located around the column 111. In this way, the first reinforcement members 140 are arranged around the column 111, so that the column 111 is subjected to force all around, ensuring that the column 111 is subjected to symmetrical support force, greatly improving the installation stability of the column 111 on the submerged body 120, thereby facilitating the improvement of the structural strength of the equipment-carrying floating device 100. At the same time, four first reinforcement members 140 are arranged between the column 111 and the submerged body 120, so that there are more damping structures on the submerged body 120, which is conducive to improving the motion damping performance of the submerged body 120, thereby making the equipment-carrying floating device 100 more seakeeping and more stable.

在一个实施例中,请参考图1,立柱111与潜体120均为两个以上。立柱111与潜体120一一对应设置。本实施例将立柱111一一对应配套设置,使得立柱111得到潜体120的稳定支撑;同时,在设备搭载浮式装置100内增加潜体120的数量,使得整个装置的运动阻尼效果更好,恢复力矩更大,摇摆幅度更小,进一步提升了装个装置在海上维稳性、耐波性,从而保证搭载的设备更加稳定运行。具体在本实施例中,立柱111与潜体120均为三个。潜体120与立柱111一一对应设置。三个立柱111之间相互连接。In one embodiment, please refer to Figure 1, there are more than two columns 111 and submersibles 120. The columns 111 and submersibles 120 are arranged in a one-to-one correspondence. In this embodiment, the columns 111 are arranged in a one-to-one correspondence, so that the columns 111 are stably supported by the submersibles 120; at the same time, the number of submersibles 120 in the equipment-carrying floating device 100 is increased, so that the motion damping effect of the entire device is better, the restoring torque is larger, and the swing amplitude is smaller, which further improves the stability and wave resistance of the device at sea, thereby ensuring that the carried equipment operates more stably. Specifically in this embodiment, there are three columns 111 and submersibles 120. The submersibles 120 and columns 111 are arranged in a one-to-one correspondence. The three columns 111 are connected to each other.

进一步地,请参考图1,设备搭载浮式装置100还包括连接件113。连接件113连接在相邻两个立柱111之间。如此,通过连接件113,使得相邻两个立柱111紧密连接,提高设备搭载浮式装置100的结构强度,有利于增加设备搭载浮式装置100的搭载能力,使得设备搭载浮式装置100稳定搭载更多的设备。Further, please refer to FIG. 1 , the equipment carrying floating device 100 further includes a connector 113. The connector 113 is connected between two adjacent columns 111. Thus, the two adjacent columns 111 are tightly connected through the connector 113, thereby improving the structural strength of the equipment carrying floating device 100, which is beneficial to increasing the carrying capacity of the equipment carrying floating device 100, so that the equipment carrying floating device 100 can stably carry more equipment.

更进一步地,请参考图1,设备搭载浮式装置100还包括第二加强件114。第二加强件114设置在连接件113与立柱111之间。如此,通过第二加强件114,加固立柱111与连接件113的连接,进一步提高设备搭载浮式装置100的结构强度。同时,由于设备搭载浮式装置100入水时,第二加强件114的一部分与连接件113均位于水中,这样,使得设备搭载浮式装置100的阻尼结构更多,从而使得整个装置在海水中的运动阻尼效果更好,有利于保证整个装置稳定漂浮在海水中。具体在本实施例中,第二加强件114为两个,其中一个加强件设置在连接件113与其中一个立柱111之间,另一个加强件设置在连接件113与另一个立柱111之间,如此,通过合理的结构设计,使得设备搭载浮式装置100结构更稳定。Further, please refer to FIG. 1 , the equipment-carrying floating device 100 further includes a second reinforcement member 114. The second reinforcement member 114 is arranged between the connecting member 113 and the column 111. In this way, the connection between the column 111 and the connecting member 113 is reinforced by the second reinforcement member 114, and the structural strength of the equipment-carrying floating device 100 is further improved. At the same time, since a part of the second reinforcement member 114 and the connecting member 113 are both located in the water when the equipment-carrying floating device 100 enters the water, the damping structure of the equipment-carrying floating device 100 is more, so that the motion damping effect of the entire device in the seawater is better, which is conducive to ensuring that the entire device floats stably in the seawater. Specifically in this embodiment, there are two second reinforcement members 114, one of which is arranged between the connecting member 113 and one of the columns 111, and the other reinforcement member is arranged between the connecting member 113 and another column 111. In this way, through reasonable structural design, the structure of the equipment-carrying floating device 100 is more stable.

在一个实施例中,请参考图1,立柱111内还设有第二压载舱1111,第二压载舱1111用于装入压载物,如此,通过向第二压载舱1111内装入压载物,使得设备搭载浮式装置100在海水中的吃水量,有利于降低设备搭载浮式装置100的重心高度,大大改善设备搭载浮式装置100的耐波性。其中,压载物可为海水、砂石或者其他压载物。In one embodiment, please refer to FIG. 1 , a second ballast tank 1111 is further provided in the column 111, and the second ballast tank 1111 is used to load ballast, so that by loading ballast into the second ballast tank 1111, the draft of the equipment-carrying floating device 100 in seawater is reduced, which is beneficial to reduce the center of gravity height of the equipment-carrying floating device 100, and greatly improves the seakeeping performance of the equipment-carrying floating device 100. The ballast can be seawater, sand or other ballast.

在一个实施例中,请参考图1,搭载结构110还包括甲板112。甲板112架设在立柱111上,甲板112用于搭载设备。由此可知,通过立柱111,使得甲板112稳定安装,以便设备得到稳定搭载,保证设备更加稳定运行。具体在本实施例中,立柱111为三个,甲板112架设在三个立柱111上。同时,甲板112上设有安装架115,安装架115用于搭载设备。In one embodiment, please refer to FIG. 1 , the carrying structure 110 further includes a deck 112. The deck 112 is mounted on the columns 111, and the deck 112 is used to carry equipment. It can be seen that the deck 112 is stably installed through the columns 111, so that the equipment is stably carried and the equipment is ensured to operate more stably. Specifically in this embodiment, there are three columns 111, and the deck 112 is mounted on three columns 111. At the same time, a mounting frame 115 is provided on the deck 112, and the mounting frame 115 is used to carry equipment.

在一个实施例中,请参考图1与图2,设备搭载浮式装置100还包括系泊结构130。系泊结构130设置在搭载结构110上。如此,通过系泊结构130,使得搭载结构110无需与其他刚性结构接触,即可稳定漂浮在海上,减少了对海洋环境的影响。In one embodiment, referring to FIG. 1 and FIG. 2 , the equipment-carrying floating device 100 further includes a mooring structure 130. The mooring structure 130 is disposed on the carrying structure 110. Thus, through the mooring structure 130, the carrying structure 110 can stably float on the sea without contacting other rigid structures, thereby reducing the impact on the marine environment.

进一步地,请参考图2,系泊结构130包括固定座132与系泊索131。搭载结构110包括甲板112。固定座132设置在甲板112上,系泊索131一端连接在固定座132上,系泊索131另一端用于连接在海底锚固设备上。如此,通过系泊索131,将搭载结构110稳定固定。Further, referring to FIG. 2 , the mooring structure 130 includes a fixing seat 132 and a mooring rope 131. The carrying structure 110 includes a deck 112. The fixing seat 132 is disposed on the deck 112, one end of the mooring rope 131 is connected to the fixing seat 132, and the other end of the mooring rope 131 is used to be connected to a seabed anchoring device. In this way, the carrying structure 110 is stably fixed by the mooring rope 131.

更进一步地,请参考图1与图2,系泊结构130还包括第一导向轮133与第二导向轮134,第一导向轮133设置在甲板112上,第二导向轮134设置在潜体120上,系泊索131分别绕设在第一导向轮133与第二导向轮134上。如此,通过两个导向轮,对系泊索131进行导向,避免系泊索131在其他硬物上来回摩擦而易断裂。同时,系泊索131分别绕设在第一导向轮133与第二导向轮134上,使得系泊索131的拉力分布在甲板112与潜体120上,避免拉力仅仅作用在甲板112上而导致设备搭载浮式装置100发生倾覆,如此,有利于提高设备搭载浮式装置100在海上的稳定性。Further, please refer to FIG. 1 and FIG. 2 , the mooring structure 130 further includes a first guide wheel 133 and a second guide wheel 134, the first guide wheel 133 is arranged on the deck 112, the second guide wheel 134 is arranged on the submerged body 120, and the mooring rope 131 is respectively wound around the first guide wheel 133 and the second guide wheel 134. In this way, the mooring rope 131 is guided by the two guide wheels to prevent the mooring rope 131 from being easily broken due to friction back and forth on other hard objects. At the same time, the mooring rope 131 is respectively wound around the first guide wheel 133 and the second guide wheel 134, so that the tension of the mooring rope 131 is distributed on the deck 112 and the submerged body 120, so as to prevent the tension from acting only on the deck 112 and causing the equipment-carrying floating device 100 to capsize, which is conducive to improving the stability of the equipment-carrying floating device 100 at sea.

以上所述实施例的各技术特征可以进行任意的组合,为使描述简洁,未对上述实施例中的各个技术特征所有可能的组合都进行描述,然而,只要这些技术特征的组合不存在矛盾,都应当认为是本说明书记载的范围。The technical features of the above-described embodiments may be arbitrarily combined. To make the description concise, not all possible combinations of the technical features in the above-described embodiments are described. However, as long as there is no contradiction in the combination of these technical features, they should be considered to be within the scope of this specification.

以上所述实施例仅表达了本发明的几种实施方式,其描述较为具体和详细,但并不能因此而理解为对发明专利范围的限制。应当指出的是,对于本领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干变形和改进,这些都属于本发明的保护范围。因此,本发明专利的保护范围应以所附权利要求为准。The above-mentioned embodiments only express several implementation methods of the present invention, and the descriptions thereof are relatively specific and detailed, but they cannot be understood as limiting the scope of the invention patent. It should be pointed out that, for ordinary technicians in this field, several variations and improvements can be made without departing from the concept of the present invention, and these all belong to the protection scope of the present invention. Therefore, the protection scope of the patent of the present invention shall be subject to the attached claims.

Claims (6)

1.一种设备搭载浮式装置,其特征在于,包括:1. An equipment-carrying floating device, characterized in that it comprises: 搭载结构,所述搭载结构用于搭载设备,所述搭载结构包括立柱;与A carrying structure, the carrying structure is used to carry equipment, the carrying structure includes a column; 潜体,所述立柱设置在所述潜体上,所述潜体内设有第一压载舱,所述第一压载舱用于装入压载物,其中,所述潜体包括第一潜部、第二潜部、及围设在所述第一潜部与所述第二潜部之间的连接部,所述第一潜部连接在所述立柱上,所述连接部的横截面积S0从所述连接部靠近所述第二潜部一端至所述连接部靠近所述第一潜部一端逐渐增大;所述第一潜部的横截面积S1大于所述立柱的横截面积S2和所述第二潜部的横截面积S3;所述第一潜部包括第一侧面,所述第二潜部包括第二侧面,所述连接部一端连接在所述第一侧面上,所述连接部另一端连接在所述第二侧面上;所述第一潜部还包括承压面,所述第一侧面围设在所述承压面上,所述立柱设置在所述承压面上;第一加强件,所述第一加强件连接在所述潜体与所述立柱之间,使得潜体上额外增加阻尼结构,减轻潜体随波浪起伏而逐波。A submerged body, wherein the column is arranged on the submerged body, and a first ballast tank is arranged in the submerged body, and the first ballast tank is used to load ballast, wherein the submerged body includes a first submerged part, a second submerged part, and a connecting part surrounded between the first submerged part and the second submerged part, the first submerged part is connected to the column, and the cross-sectional area S0 of the connecting part gradually increases from the end of the connecting part close to the second submerged part to the end of the connecting part close to the first submerged part; the cross-sectional area S1 of the first submerged part is greater than the cross-sectional area S2 of the column and the cross-sectional area S3 of the second submerged part; the first submerged part includes a first side surface, and the second submerged part includes a second side surface, one end of the connecting part is connected to the first side surface, and the other end of the connecting part is connected to the second side surface; the first submerged part also includes a pressure-bearing surface, the first side surface is surrounded by the pressure-bearing surface, and the column is arranged on the pressure-bearing surface; a first reinforcement, the first reinforcement is connected between the submerged body and the column, so that an additional damping structure is added to the submerged body to reduce the submerged body from following the waves. 2.根据权利要求1所述的设备搭载浮式装置,其特征在于,所述第一加强件为四个,四个所述第一加强件分别位于所述立柱的四周。2 . The equipment-carrying floating device according to claim 1 , characterized in that there are four first reinforcement members, and the four first reinforcement members are respectively located around the column. 3.根据权利要求1所述的设备搭载浮式装置,其特征在于,所述立柱与所述潜体均为两个以上,所述立柱与所述潜体一一对应设置。3. The equipment-carrying floating device according to claim 1 is characterized in that there are more than two columns and more than two submerged bodies, and the columns and the submerged bodies are arranged in a one-to-one correspondence. 4.根据权利要求3所述的设备搭载浮式装置,其特征在于,还包括连接件,所述连接件连接在相邻两个立柱之间。4 . The equipment-carrying floating device according to claim 3 , further comprising a connecting member connected between two adjacent columns. 5.根据权利要求4所述的设备搭载浮式装置,其特征在于,还包括第二加强件,所述第二加强件设置在所述连接件与所述立柱之间。5 . The equipment-carrying floating device according to claim 4 , further comprising a second reinforcement member, wherein the second reinforcement member is disposed between the connecting member and the column. 6.根据权利要求1-5任意一项所述的设备搭载浮式装置,其特征在于,所述搭载结构还包括甲板,所述甲板架设在所述立柱上,所述甲板用于搭载所述设备;或者,6. The equipment-carrying floating device according to any one of claims 1 to 5, characterized in that the carrying structure further comprises a deck, the deck is erected on the column, and the deck is used to carry the equipment; or, 所述设备搭载浮式装置还包括系泊结构,所述系泊结构设置在所述搭载结构上。The equipment-carrying floating device further comprises a mooring structure, and the mooring structure is arranged on the carrying structure.
CN201910808358.XA 2019-08-29 2019-08-29 Equipment-carrying floating device Active CN110435838B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910808358.XA CN110435838B (en) 2019-08-29 2019-08-29 Equipment-carrying floating device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910808358.XA CN110435838B (en) 2019-08-29 2019-08-29 Equipment-carrying floating device

Publications (2)

Publication Number Publication Date
CN110435838A CN110435838A (en) 2019-11-12
CN110435838B true CN110435838B (en) 2024-07-23

Family

ID=68438334

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910808358.XA Active CN110435838B (en) 2019-08-29 2019-08-29 Equipment-carrying floating device

Country Status (1)

Country Link
CN (1) CN110435838B (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114802626B (en) * 2022-04-30 2023-03-14 上海刊宝科技有限公司 Offshore photovoltaic power generation device with combined cable rod structure

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104790426A (en) * 2015-05-07 2015-07-22 山东电力工程咨询院有限公司 Semi-submersible type offshore wind power foundation structure
CN107600341A (en) * 2017-07-26 2018-01-19 哈尔滨工业大学(威海) Four-column column-stabilized multi-purpose floating platform
CN210653577U (en) * 2019-08-29 2020-06-02 广州船舶及海洋工程设计研究院(中国船舶工业集团公司第六0五研究院) Equipment carrying floating device

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6190089B1 (en) * 1998-05-01 2001-02-20 Mindoc, Llc Deep draft semi-submersible offshore structure
FR2967642B1 (en) * 2010-11-22 2013-08-16 Nass&Wind Ind OFFSHORE WIND POWER DEVICE WITH PARTICULAR SEMI-SUBMERSIBLE FLOAT
GB2507370B (en) * 2013-05-15 2014-10-15 Atkins Ltd Compact floating production, storage and offloading facility
US9415843B1 (en) * 2013-08-30 2016-08-16 Jurong Shipyard Pte Ltd. Floating driller
KR20150120731A (en) * 2014-04-18 2015-10-28 대우조선해양 주식회사 Semi-Submersible marine structure
KR20160023343A (en) * 2014-08-22 2016-03-03 삼성중공업 주식회사 Floating offshore structures
CN206317985U (en) * 2016-11-23 2017-07-11 中电科海洋信息技术研究院有限公司 Floating platform for the unmanned collection of comprehensive marine information
KR101997165B1 (en) * 2017-12-11 2019-07-08 한국건설기술연구원 Floating platform structure with three layered floating components, and construction method for the same

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104790426A (en) * 2015-05-07 2015-07-22 山东电力工程咨询院有限公司 Semi-submersible type offshore wind power foundation structure
CN107600341A (en) * 2017-07-26 2018-01-19 哈尔滨工业大学(威海) Four-column column-stabilized multi-purpose floating platform
CN210653577U (en) * 2019-08-29 2020-06-02 广州船舶及海洋工程设计研究院(中国船舶工业集团公司第六0五研究院) Equipment carrying floating device

Also Published As

Publication number Publication date
CN110435838A (en) 2019-11-12

Similar Documents

Publication Publication Date Title
WO2018095304A1 (en) Movable ballast leveling control device for use in floating wind turbine
CN110155260A (en) A tuned mass damper platform for semi-submersible wind turbines
CN108119315B (en) Floating type fan foundation capable of improving structural stability
CN103818523A (en) Floating fan base with flare type tension legs, marine wind-driven generator and construction method
CN102765466A (en) Semi-submersible offshore floating fan foundation
CN115180082B (en) Single column type photovoltaic power generation array platform
CN109866887B (en) Self-stabilizing semi-submersible platform with external inclined upright posts
CN113619742B (en) Hybrid floating offshore wind turbine platform and design and construction method of composite material side column thereof
CN114228929B (en) Tension leg ocean platform for offshore photovoltaic power generation
CN204436705U (en) Floating type blower fan anchoring system, offshore wind turbine
CN109941397A (en) A semi-submersible offshore wind turbine platform and offshore wind power generation equipment
CN104632549B (en) Floating type blower fan anchoring system, offshore wind turbine and its installation method
CN117561198A (en) Anchor system and method of installing floating platform using said anchor system
CN115539312A (en) Floating offshore wind turbine generator with stay cables
CN110435838B (en) Equipment-carrying floating device
CN111022269B (en) Offshore foundation structure and offshore wind turbine system
TWI689446B (en) Floating support structure with horizontal section varying with depth
JP6966393B2 (en) Mooring system
CN118419216A (en) Self-stability floating fan foundation
CN114408110A (en) An all-submersible wind power platform against strong wind
CN210653577U (en) Equipment carrying floating device
CN211391621U (en) Mixed type floating type fan foundation
CN219220634U (en) Marine floating type fan foundation
CN219447278U (en) floating foundation
CN217730722U (en) A floating wind turbine foundation

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
CP03 Change of name, title or address

Address after: 510000 building 11, No.5 Luhu Road, Yuexiu District, Guangzhou City, Guangdong Province

Patentee after: Guangzhou Ship and Ocean Engineering Design and Research Institute (the 65th Research Institute of China State Shipbuilding Corporation Corp.)

Country or region after: China

Address before: No. 126, Gexin Road, Haizhu District, Guangzhou, Guangdong 510300

Patentee before: GUANGZHOU SHIPBUILDING AND OCEAN ENGINEERING DESIGN Research Institute (THE 605TH RESEARCH INSTITUTE OF CHINA STATE SHIPBUILDING Corp.,Ltd.)

Country or region before: China

CP03 Change of name, title or address