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公开(公告)号：KR1020150090532A
公开(公告)日：2015-08-06
申请号：KR1020140011285
申请日：2014-01-29
Applicant: 한국해양과학기술원
CPC classification number: B65G54/02 , B65G53/10 , B65G53/30 , B65G53/52 , B65G53/525 , B65G53/526 , B65G2201/045 , B65G2207/14 , F17D1/00
Abstract: 본발명은, 압축공기를생성하기위한펌프를포함하며, 배송관의일측면에연통되어상기생성된압축공기를상기배송관내부로유입시켜상기배송관내부의상태를기상부와액상부로나뉘어유동하는플러그류를발생시키는펌프모듈과, 상기액상부에전자기파를인가하는코일이권선되며, 다수개의배송관을포함하는배관모듈과, 액상부의물성에따른유속및 파형에대한유동정보가저장되어있는데이터베이스와, 상기배관모듈, 펌프모듈및 데이터베이스와유, 무선으로통신하며, 상기배송관내 운송되는액상부의유동파형과일치하는파형의전류를상기코일에인가하는제어모듈을포함하는준설토운송시스템을제공한다.
Abstract translation: 本发明提供了一种疏浚土壤输送系统，其包括：产生压缩空气的泵; 与输送管的一个侧面连通的泵模块，其将生成的压缩空气引导到输送管的内部，从而产生在分配管中分成气相部分和液相部分的流动流动; 缠绕有用于向液相部施加电磁波的线圈的管模块，并且所述管模块包括多个输送管; 数据库，用于存储关于流速的运动信息和根据液相部分的物理性质的波形; 以及控制模块，通过导线或无线方式与管道模块，泵模块和数据库进行通信，并且向线圈施加具有与输送管内输送的液相部分的流动波形匹配的波形的电流。
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公开(公告)号：KR1020140147997A
公开(公告)日：2014-12-31
申请号：KR1020130071300
申请日：2013-06-21
Applicant: 한국해양과학기술원
CPC classification number: Y02P70/523 , F03D13/22 , E04H12/00 , F03D13/20
Abstract: The present invention relates to a wind tower. To solve the problems of existing wind tower structures comprising a single column, that an excessive design for an axial load, which causes a decline in profitability due to a rise in manufacturing costs, is caused in the case of a safe design for a deflection load since the existing wind tower structure is composed of a column having a large diameter, the present invention resists distortion elements by connecting columns using walls; enables an optimized design to an force-controlled load; reduces construction costs through rapid construction by assembling tower segments manufactured in advance.
Abstract translation: 本发明涉及风塔。 为了解决包括单柱的现有风塔结构的问题，在偏转负载的安全设计的情况下，引起由于制造成本上升而导致利润率下降的轴向负载的过度设计 由于现有的风塔结构由直径大的塔构成，所以本发明通过使用壁连接列来抵抗变形元件; 实现了对力控负载的优化设计; 通过组装预先制造的塔架，通过快速施工来降低施工成本。
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公开(公告)号：KR1020140147994A
公开(公告)日：2014-12-31
申请号：KR1020130071294
申请日：2013-06-21
Applicant: 한국해양과학기술원
CPC classification number: Y02P70/523 , F03D13/22 , E04H12/00 , F03D13/20
Abstract: The present invention relates to a wind tower. According to the present invention, existing wind tower structures comprising single columns causes problems which are about an excessive load design for an axial load, which causes the degradation of profitability due to increased manufacturing costs, and are caused since the existing wind tower structure is composed of a single column having a large diameter, To solve the problems of the existing wind tower structures comprising single columns, provided are a wind tower structure comprising composite columns and braces, capable of resisting distortion elements by connecting columns using braces; enabling an optimized design to a movement-controlled load; and reducing construction costs through rapid construction by enabling tower segments to be assembled after being manufactured, and a construction method for a wind tower using the same.
Abstract translation: 本发明涉及风塔。 根据本发明，包括单列的现有风塔结构引起了关于轴向负载的过大负载设计的问题，这导致由于增加的制造成本而导致的盈利能力下降，并且由于现有的风塔结构组成 具有大直径的单柱。为了解决包括单柱的现有风塔结构的问题，提供了一种包括复合柱和支架的风塔结构，其能够通过使用支柱连接柱来抵抗变形元件; 实现对运动控制负载的优化设计; 并且通过在制造之后组装塔架段而通过快速施工来降低施工成本，以及使用该塔架的风力塔的施工方法。
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公开(公告)号：KR1020140020106A
公开(公告)日：2014-02-18
申请号：KR1020120086716
申请日：2012-08-08
Applicant: 한국해양과학기술원
CPC classification number: F03D13/22 , F05B2230/60 , F05B2240/912
Abstract: A modular wind power tower using multi-stage prestressing tendons of the present invention is assembled by stacking a plurality of modules prestressed by interior tendons. The modules comprise: a plurality of stack modules through which the interior tendons penetrate; and a plurality of tension modules which are comprised of a tension induction unit capable of applying tension to the tendons and fixing the tendons passing through the inside of the tension induction unit.
Abstract translation: 使用本发明的多级预应力筋的模块化风力发电塔通过堆叠由内部钢筋预应力的多个模块组装。 模块包括：多个堆叠模块，内部钢筋贯穿其中; 以及多个张力模块，其包括能够对腱施加张力并固定通过张力感应单元的内部的腱的张力感应单元。
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公开(公告)号：KR1020130123050A
公开(公告)日：2013-11-12
申请号：KR1020120046162
申请日：2012-05-02
Applicant: 한국해양과학기술원
CPC classification number: E02D27/525 , E02B2017/0091 , E02D5/62 , E02D13/04 , E02D29/06 , E02D2600/10
Abstract: A foundation slab installation method for an offshore wind power generator using a position sensor according to the present invention comprises a slab insertion step to insert a slab with a first position sensor inside a hole into the seabed; a pile injection step to receive position information from the first position sensor, confirm the position of the slab, and inject a pile installed with a second position sensor on the outer circumference into the seabed; a pile moving step to receive position information from the second position sensor, compare the position information of the second position sensor with the position information of the first position sensor, and move the pile to the slab; a pile insertion step to insert the pile into the seabed through the hole; and a grouting step to grout the hole with a grouting material or cement.
Abstract translation: 根据本发明的使用位置传感器的海上风力发电机的基础板安装方法包括：板坯插入步骤，用于将具有位于孔内的第一位置传感器的板坯插入海床; 从第一位置传感器接收位置信息的桩注射步骤，确认板坯的位置，并将安装有第二位置传感器的桩在外周上注入海床; 桩移动步骤，用于从第二位置传感器接收位置信息，将第二位置传感器的位置信息与第一位置传感器的位置信息进行比较，并将桩移动到平板上; 桩插入步骤，通过孔将桩插入海底; 以及用灌浆材料或水泥浆灌浆孔的灌浆步骤。
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Patent Agency Ranking
公开(公告)号：KR1020130123040A
公开(公告)日：2013-11-12
申请号：KR1020120046143
申请日：2012-05-02
Applicant: 한국해양과학기술원
CPC classification number: Y02E10/722 , E02D27/52 , E02D5/80 , E02D2300/0034 , H02K7/183 , Y02T70/5254
Abstract: The foundation slab for offshore wind turbines according to the present invention comprises a convex body part to fix a tower to the center; and a cylindrical insertion part inserted into the seabed to fix the foundation slab to the seabed.
Abstract translation: 根据本发明的用于海上风力涡轮机的基础板包括将塔固定到中心的凸体部分; 以及插入海底的圆柱形插入部分，以将基础板块固定在海床上。
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公开(公告)号：KR102255888B1
公开(公告)日：2021-05-25
申请号：KR1020200093912
申请日：2020-07-28
Applicant: 한국해양과학기술원
Abstract: 본발명은해양플라스틱의재활용공정에관한것으로, 선박을이용해해양플라스틱을수거하는수거공정과, 제1컨베이어를따라이동하는해양플라스틱을제거기에통과시켜부착된이물질을분리및 제거하는제거공정과, 상기제거공정을통해이물질이제거된해양플라스틱을절단기에투입하여절단하는절단공정과, 상기절단공정을통해절단된해양플라스틱을투입하여제1세척기에의해제1세척수와함께탈염및 세척작업을수행하는 1차세척공정과, 상기 1차세척공정을통해세척된해양플라스틱을분쇄기에투입하여상기절단공정보다더 고운입자로분쇄된해양플라스틱의분쇄물을생성하는파쇄공정과, 제2세척기에의해제2세척수와함께상기파쇄공정에의해분쇄된해양플라스틱의분쇄물을세척하는 2차세척공정과, 2차세척공정을통해세척된해양플라스틱의분쇄물을건조기에의해수분을제거하는건조공정과, 상기건조공정을통해건조된해양플라스틱의분쇄물을제1용융기에투입및 용융시켜용융물을생성하는 1차용융공정과, 1차용융공정의용융물을제2용융기에투입및 용융시키는 2차용융공정과, 2차용융공정의용융물을펠릿제조기에통과시켜펠릿을제작하는펠릿제작공정을포함하는특징으로해양플라스틱이재활용에투입되는비용과절차및 투입장치를간략화하여재활용하는수지의성능감소를최소화할수 있는해양플라스틱재활용장치및 그장치를이용하는해양플라스틱재활용방법에관한것이다.
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公开(公告)号：KR101697630B1
公开(公告)日：2017-01-18
申请号：KR1020150143924
申请日：2015-10-15
Applicant: 한국해양과학기술원
Abstract: 본발명은육상또는해저면에고정되는베이스구조물에설치되어풍력에의해터빈을회전시켜서전기를생산하는풍력터빈타워구조에있어서,강재로제작되어관체형을이루면서상단부에상기터빈이설치된상태로상기베이스구조물에수직상태로설치되는강재타워; 상기강재타워의하단부를이루면서상기베이스구조물에고정되어지지력을제공하며, 상기강재타워하단부의단면을증가시켜상기강재타워의좌굴을방지하는보강타워;를포함하여구성되어, 보강타워를강재타워의하단부의단면적을증가시켜서풍력터빈타워의높이를연장시키면서도좌굴을방지하고, 결합부재를이용하여보강타워를육상의콘크리트기초나해저면의하부구조물에설치가가능하도록하여환경의제약없이어디서나풍력의이용이가능한곳이면설치가가능하다.
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