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公开(公告)号：KR2020150004366U
公开(公告)日：2015-12-07
申请号：KR2020150007029
申请日：2015-10-29
Applicant: 한국해양과학기술원
Inventor： 한택희
Abstract: 본고안은풍력타워(wind tower)에관한것으로, 본고안에따르면, 각각의합성기둥을벽체(wall)로연결하여이루어지는단위세그먼트를통해기둥부가구성됨에따라종래의단일기둥으로구성되는풍력타워구조들의문제점을해결할수 있고, 특히벽체를구성하는보강다이어프램이충진공간에내장됨에따라충진재의결합성및 강성이향상되므로비틀림과뒤틀림에대한저항력이향상되어거동지배하중에대해최적화된설계가가능하며, 보강다이어프램을통해충진공간을사각형태, 삼각형태, 사다리꼴형태및 요철형태와같이다양한형태로설계가가능함과아울러, 합성기둥이일반기둥, 중공기둥및 중실기둥과같이다양한형태로적용될수 있으므로현장의작용하중에적절히대응할수 있는설계가가능한합성기둥과벽체로구성되는새로운풍력타워구조가제공된다.
Abstract translation: 风塔内部纸（风塔），根据在本文中，由所述复合柱连接到的所述壁（壁），其由对每个通过该段的形成单元，其配置在柱状部的传统的单塔的风塔结构的问题 一个可以解决的，特别是因为填料分辨率合成和刚性，作为内置加强构成壁隔膜yichungjin空间被增强以扭转和扭曲性，并且可以有一个设计为行为控制的负载优化，该增强隔膜改进 为矩形形状，三角形形状，梯形形状的填充空间，且在各种形式的设计是可能的，例如凹凸形状，以及，合成塔是该领域所施加的负载，所以可以以各种形式，如正常柱，空心柱和实心柱与被施加 所配置的新风塔结构为能够对应所提供的适当设计的组合柱和壁。
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公开(公告)号：KR200478325Y1
公开(公告)日：2015-09-18
申请号：KR2020150004354
申请日：2015-06-29
Applicant: 한국해양과학기술원
Abstract: 본고안은풍력타워(wind tower)에관한것으로, 본고안에따르면, 대구경을가지는하나의기둥으로구성되어휨하중에대해안전한설계를할 경우축하중에대하여는과다한설계가되어제작비의상승으로인해경제성이저하되는문제가있었던종래의단일기둥으로구성되는풍력타워구조들의문제점을해결하기위해, 각기둥사이를가새(bracing)로연결함으로써, 비틀림과뒤틀림성분에대해저항할수 있고, 거동지배하중에대해최적화된설계가가능하며, 각타워세그먼트를제작한후 조립하여급속시공을통한공사비절감이가능하도록구성되는합성기둥과가새로구성되는새로운풍력타워구조가제공된다.
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公开(公告)号：KR2020150003044U
公开(公告)日：2015-08-07
申请号：KR2020150004355
申请日：2015-06-29
Applicant: 한국해양과학기술원
Abstract: 본고안은풍력타워(wind tower)에관한것으로, 본고안에따르면, 대구경을가지는하나의기둥으로구성되어휨하중에대해안전한설계를할 경우축하중에대하여는과다한설계가되어제작비의상승으로인해경제성이저하되는문제가있었던종래의단일기둥으로구성되는풍력타워구조들의문제점을해결하기위해, 각기둥사이를벽체(wall)로연결함으로써, 비틀림과뒤틀림성분에대해저항할수 있고, 거동지배하중에대해최적화된설계가가능하며, 각타워세그먼트를제작한후 조립하여급속시공을통한공사비절감이가능하도록구성되는합성기둥과벽체로구성되는새로운풍력타워구조가제공된다.
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公开(公告)号：KR101437053B1
公开(公告)日：2014-09-15
申请号：KR1020140093793
申请日：2014-07-24
Applicant: 한국해양과학기술원
IPC: E02D29/063 , A62C3/02 , E21F11/00 , A62B3/00
CPC classification number: E02D29/063 , A62B3/00 , A62C3/0221 , E02D2600/10 , E21F11/00
Abstract: Disclosed is an underwater tunnel installed between a sea bed and a sea surface. The underwater tunnel includes tunnel walls; a pair of shutter installation portions interposed between the tunnel walls and spaced at predetermined intervals; and a pair of shutters each installed to the shutter installation portions. Each of the shutter installation portions has a storage portion positioned at the upper side of the inner space of the underwater tunnel, and two sidewalls connected to the storage portion and extending to the bottom of the underwater tunnel, the sidewall being formed with a slot. Each of the shutter has a pair of insertion groove formed to connect the storage portion and the sidewall, a pair of rubber packings each inserted to the insertion groove, a flexible membrane receiving water and falling to the bottom of the underwater tunnel along the slot from the storage portion to interrupt the inner space of the underwater tunnel between the shutter installation portions at an emergency state, and a water supply pipe for supplying the water to a water bag provided to the flexible membrane to prevent the damage of the tunnel structure from being spread.
Abstract translation: 公开了一种安装在海床和海面之间的水下隧道。 水下隧道包括隧道墙; 插入在隧道壁之间并以预定间隔隔开的一对挡板安装部分; 以及一对各自安装在快门安装部分上的百叶窗。 每个闸门安装部分具有位于水下隧道的内部空间的上侧的存储部分和连接到存储部分并且延伸到水下隧道的底部的两个侧壁，该侧壁形成有槽。 每个闸门具有形成为连接存储部分和侧壁的一对插入槽，每个插入到插入槽中的一对橡胶填料，容纳水的柔性膜，并沿着槽从下面落到水下隧道的底部 所述存储部分在紧急状态下中断所述闸门安装部之间的水下隧道的内部空间，以及用于将水供应到设置在所述柔性膜上的水袋的供水管，以防止所述隧道结构的损坏 传播。
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公开(公告)号：KR1020140055059A
公开(公告)日：2014-05-09
申请号：KR1020120121349
申请日：2012-10-30
Applicant: 한국해양과학기술원
IPC: E02D29/073 , E21D11/08 , E02D29/16
CPC classification number: E02D29/073 , E02D29/16 , E02D2300/0021 , E21D11/083
Abstract: An undersea tunnel modular structure using the cross section of a double steel pipe filled with concrete includes a undersea tunnel module comprising an inner tube part; an outer tube part greater than the diameter of the inner tube part; a concrete part formed between the inner tube part and the outer tube part and having a length shorter than the length of the inner tube part and the outer tube part in order to form a clearance on both ends of the inner tube part and the outer tube part; a joint space formed by the outer circumference of the inner tube part, the inner circumference of the outer tube part, and the end of the concrete part; and mortar filled in the joint space.
Abstract translation: 使用填充有混凝土的双钢管的横截面的海底隧道模块结构包括：海底隧道模块，包括内管部分; 外管部分大于内管部分的直径; 内管部分和外管部分之间形成的具有比内管部分和外管部分的长度短的长度的混凝土部分，以在内管部分和外管部分的两端形成间隙 部分; 由内管部的外周，外筒部的内周和混凝土部的端部构成的接合空间; 和砂浆填充在联合空间。
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Patent Agency Ranking
公开(公告)号：KR101383159B1
公开(公告)日：2014-04-14
申请号：KR1020120060700
申请日：2012-06-07
Applicant: 한국해양과학기술원
Abstract: 본 발명에 따른 암반 설치용 중력식 해상풍력 기초 슬래브는 중앙에 해상풍력발전 지지용 모노파일이 관통가능한 관통홈이 형성된 지지부; 및 상기 지지부의 하단에 일체로 연결되어 해저 암반에 안착되는 안착부;를 포함하는 것을 특징으로 한다.
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公开(公告)号：KR1020140038228A
公开(公告)日：2014-03-28
申请号：KR1020120104700
申请日：2012-09-20
Applicant: 한국해양과학기술원
IPC: E01D19/02 , E01D21/00 , E01D101/24
CPC classification number: E01D19/02 , E01D21/00 , E01D2101/24
Abstract: The present invention relates to a modular column which is formed with assembly of a segment comprising a housing and a concrete unit. The housing comprises an inner pipe unit; an outer pipe unit of which the diameter is bigger than the inner pipe unit; and a ring-shaped plate attached to the inside of the outer pipe unit and the inner pipe unit. The concrete unit is installed in the lower part of the plate between the inner pipe unit and the outer pipe unit and has a protrusion unit protruding from the lower end of the inner pipe unit and the outer pipe unit.
Abstract translation: 本发明涉及一种模块化柱，其形成有包括壳体和混凝土单元的段的组件。 壳体包括内管单元; 外管单元的直径大于内管单元; 以及安装在外管单元和内管单元的内部的环形板。 混凝土单元安装在内管单元和外管单元之间的板的下部，并且具有从内管单元和外管单元的下端突出的突出单元。
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公开(公告)号：KR101355410B1
公开(公告)日：2014-01-28
申请号：KR1020110101781
申请日：2011-10-06
Applicant: 한국해양과학기술원
CPC classification number: Y02A10/15
Abstract: 본 발명은 하우징에 의해 내부 콘크리트를 감싸도록 함으로써 3축 압축하중 하에 콘크리트를 구속하여 구조적으로 유리하며, 콘크리트의 직접 노출에 의한 부식, 염해 등과 같은 내구성 저하를 방지하고, 하우징에 콘크리트를 충진하여 제조함으로써 별도의 거푸집을 요하지 않아 제조가 용이하고 공기를 단축할 수 있는 콘크리트 충전 FRP 소파블럭 및 이의 제조방법에 관한 것이다.
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公开(公告)号：KR101342445B1
公开(公告)日：2013-12-18
申请号：KR1020120118289
申请日：2012-10-24
Applicant: 한국해양과학기술원
CPC classification number: Y02P70/523 , E02D27/52 , F03D13/22 , F05B2240/95 , Y02E10/727
Abstract: According to the present invention, a hybrid supporting structure of a offshore wind power generator are provided: to cure concrete in an empty space after being embedded in the sea bottom since multiple small caliber steel pipe files (22) are arranged inside a large caliber steel pipe file (21); to compose a complex pile group (200) by arranging the multiple complex piles (20) which are adjacent to each other; to divide an inside of a body (11) into multiple sections equally, and each section has multiple distribution parts (12) for an upper and a lower side penetration; to include a suction body (10) located in a sea bottom; to have multiple suction bodies (10) arranged in all directions in an outside which is separated from the complex pile group (200) at fixed intervals; and to apply the suction body (10) with an excellent supporting ability about a horizontal force, and the complex pile (20) with an excellent supporting ability about a vertical force together. The large caliber steel pipe file (21) and the small caliber steel pipe file (22), which are applied to the complex pile (20), are inexpensive and easy to purchase by using manufactured goods on the market as a standard product. A construction period is shortened since a lead time of a material is short. A construction is very convenient and a construction period can be reduced since multiple equipment necessary for a sea bottom and cheap small-sized equipment are used at the same time by using a small size steel pipe.
Abstract translation: 根据本发明，提供了一种海上风力发电机的混合式支撑结构，用于在嵌入海底后将空气中的混凝土固化，因为多个小口径钢管文件（22）布置在大口径钢内 管件（21）; 通过布置彼此相邻的多个复合桩（20）来组成复杂桩组（200）; 将本体（11）的内部均匀地分割成多个部分，并且每个部分具有用于上部和下部穿透的多个分配部分（12） 包括位于海底的抽吸体（10）; 具有在外部以多个方向布置的多个抽吸体（10），其以固定的间隔与复合桩组（200）分离; 并且对垂直力施加具有优良的支撑能力的吸引体（10），以及相对于垂直力一起具有优异的支撑能力的复合桩（20）。 适用于复合桩（20）的大口径钢管文件（21）和小口径钢管文件（22）价格便宜，易于采用市场上制成品作为标准产品。 由于材料的交货时间短，施工期缩短。 施工非常方便，施工期可以减少，因为使用小型钢管同时使用海底和便宜的小型设备所需的多种设备。
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公开(公告)号：KR1020130075894A
公开(公告)日：2013-07-08
申请号：KR1020110144202
申请日：2011-12-28
Applicant: 한국해양과학기술원
CPC classification number: F03D1/02 , F05B2240/95 , Y02E10/72 , Y02E10/727
Abstract: PURPOSE: An offshore wind power generation structure having multiple turbines is provided to install the multiple small turbines, thereby reducing the weights of the turbines, increasing power generating capacity, reducing cost for construction and required cost, and improving stiffness and ductility. CONSTITUTION: An offshore wind power generation structure having multiple turbines includes a tower (10), a turbine support (80), and the turbines (90). The tower includes a concrete part, at least one hollow part, and an inner tube part. The width of the concrete part becomes narrow from the bottom of the concrete part to the top of the concrete part. The hollow part is formed inside the concrete part. The inner tube part adheres to the inner circumference of the hollow part, and is formed with steel or fiber reinforced plastics (FRP). The turbine support is placed at the upper end of the tower. The turbines are placed at the turbine support.
Abstract translation: 目的：提供具有多台涡轮机的海上风力发电结构，以安装多台小型涡轮机，从而减少涡轮重量，增加发电量，降低施工成本，降低成本，提高刚度和延展性。 构成：具有多个涡轮机的海上风力发电结构包括塔架（10），涡轮机支架（80）和涡轮机（90）。 塔包括混凝土部分，至少一个中空部分和内管部分。 混凝土部分的宽度从混凝土部件的底部到混凝土部件的顶部变窄。 中空部分形成在混凝土部分内部。 内管部分粘附在中空部分的内圆周上，并用钢或纤维增强塑料（FRP）形成。 涡轮机支架放置在塔的上端。 涡轮机设置在涡轮机支架上。
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