公开(公告)号：KR1020140095389A

公开(公告)日：2014-08-01

申请号：KR1020130008309

申请日：2013-01-24

Applicant: 박광현 ,  박재만 ,  권영구

Inventor： 박광현 ,  박재만 ,  권영구

IPC: F03D3/00 ,  F03D3/04 ,  F03D11/00

CPC classification number: Y02E10/74 ,  F03D3/0409 ,  F03D3/005 ,  F03D3/02 ,  F05B2240/211

Abstract: The present invention relates to a method for designing a windblade part among components of a wind power generator and, more specifically, to a method for designing the case of windblade part accommodating two to five vertical-axis windblade parts. The vertical-axis blades are installed on a tubular passage of wind (flow) in a case as much as required for use or generation capacity to have wind power use efficiency higher than that of one horizontal blade or a vertical-axis blade, wherein the horizontal blade or the vertical-axis blade is a blade part of the existing propeller-shaped horizontal-axis wind turbine (HAWT) or vertical-axis wind turbine (VAWT). Every rotating force generated in the arranged blades is transferred to one axis-gear of a wind turbine with asymmetry rotating force by coupling gears for connecting the rotating force and converting the direction of the rotating force. Also, Bernoulli′s principle is applied by making the size of an inlet area of the case of windblade parts larger than that of an outlet area.

Abstract translation: 本发明涉及一种用于设计风力发电机的部件中的风叶部分的方法，更具体地，涉及一种用于设计容纳两个至五个垂直轴刮刀部件的风刀部分的情况的方法。 垂直轴叶片安装在一个管状通风道（流动）的情况下，尽可能多地使用或发电能力使风力使用效率高于一个水平叶片或垂直轴叶片，其中 水平叶片或垂直轴叶片是现有螺旋桨水平轴风力涡轮机（HAWT）或垂直轴风力涡轮机（VAWT）的叶片部分。 在布置的叶片中产生的每个旋转力通过用于连接旋转力并转换旋转力的方向的联接齿轮传递到具有不对称旋转力的风力涡轮机的一个轴齿轮。 此外，通过使风刀部件的入口面积的尺寸大于出口区域的尺寸来应用伯努利的原理。

公开(公告)号：KR1020120021992A

公开(公告)日：2012-03-09

申请号：KR1020100082195

申请日：2010-08-24

Applicant: 박광현 ,  이성현 ,  정해옥 ,  박재만 ,  김대양 ,  권영구 ,  임선희

Inventor： 박광현 ,  이성현 ,  정해옥 ,  박재만 ,  김대양 ,  권영구 ,  임선희

IPC: F03D3/06 ,  F03D7/06 ,  F03D11/00 ,  F03D11/02

CPC classification number: Y02E10/74 ,  F03D3/0418 ,  F03D3/005 ,  F03D3/02 ,  F03D3/0427 ,  F03D3/062

Abstract: PURPOSE: A portable vertical-axis wind turbine using a multitude of straight-bladed vertical-axis blades is provided to enhance safety and durability by synthesizing and connecting the torque of all blades with only a saw-toothed wheel of a simple structure. CONSTITUTION: A portable vertical-axis wind turbine using a multitude of straight-bladed vertical-axis blades comprises two and three vertical-axis blades, a container, a wind turbine axis saw-toothed wheel, a saw-toothed wheel, and a hood. A plurality of saw-toothed wheels are installed in the container. The saw-toothed wheels connect the vertical-axis blades to driving units. A space separating plate is installed in the container and wind can be maintained without scattering. The container is formed in a module shape. The hood can manually control the amount of wind sent to a vertical-axis aerogenerator.

Abstract translation: 目的：提供使用多个直叶垂直轴叶片的便携式垂直轴风力涡轮机，以通过仅使用简单结构的锯齿轮合成和连接所有叶片的扭矩来增强安全性和耐久性。 构成：使用多个直叶垂直轴叶片的便携式垂直轴风力涡轮机包括两个和三个垂直轴叶片，容器，风力涡轮机轴线锯齿轮，锯齿轮和罩 。 多个锯齿轮安装在容器中。 锯齿轮将垂直轴刀片连接到驱动单元。 容器中安装有空间分隔板，可以保持风不散。 容器形成为模块形状。 机罩可以手动控制发送到垂直轴风力发电机的风量。

公开(公告)号：KR1020110096397A

公开(公告)日：2011-08-30

申请号：KR1020100015820

申请日：2010-02-22

Applicant: 박재만

Inventor： 박재만

IPC: A61C13/34 ,  A61C13/00 ,  A61C13/08

CPC classification number: A61C13/34 ,  A61C13/0001 ,  A61C13/01 ,  A61C13/1009

Abstract: 본 발명은 전치부와 후치부의 가철을 위해 형성하는 핀홀의 형성위치를 기준화하여 핀홀제작이 이루어지도록 함으로써, 보철물을 쉽게 제작할 수 있을 뿐만 아니라 합리적이고 체계적인 방법으로 제작이 가능한 의치용 모형 및 그 모형의 핀홀 형성방법을 제공하는데 그 목적이 있다.
이러한 목적을 달성하기 위한 본 발명에 따른 의치용 모형의 핀홀 형성방법은, 인상된 모형베이스를 6번치아의 경계선을 기준으로 트리밍하고, 양쪽의 제1소구치부(어금니)를 잇는 선까지 센터트리밍한 다음, 일정한 두께 및 폭을 갖도록 기준을 정하여 마무리 작업된 모형베이스를 이용하여 제작되는 의치용 모형의 핀홀 형성방법에 있어서, 구치부의 핀홀을 형성할 수 있도록 상기 모형베이스의 저면에 구치부의 폭을 반으로 구획하는 점과 핀홀을 형성하고자 하는 치열을 잇는 선상에 위치하도록 핀홀을 형성하는 제1단계; 및 모형베이스의 저면에 구치부의 폭을 반으로 구획하는 지점과, 절치유두 또는 양쪽 견치(송곳니)의 설측 마진 최단부로부터 일정거리 만큼 이격된 지점을 연결하는 선상에 전치부(앞니)의 핀홀을 형성하는 제2단계;를 포함하여 이루어진 것을 특징으로 한다.

公开(公告)号：KR100440622B1

公开(公告)日：2004-07-21

申请号：KR1020010048315

申请日：2001-08-10

Applicant: 박재만

Inventor： 박재만

IPC: E01D22/00

Abstract: PURPOSE: A reinforcing method of a bridge beam is provided to simplify reinforcing works without damaging the existing bridge structure. CONSTITUTION: The reinforcing method of a bridge beam comprises the steps of: installing a steel plate joint bracket(50) on both outer sides of adjacent outer bridge beams(3,4); installing saddle brackets(7,8) to both inner sides of the bridge beams(3,4) respectively; installing saddle brackets(7,8) to both sides of adjacent inner bridge beams(3,4); fastening the facing saddle brackets(7,8) with steel bars(16); installing support brackets to the middle lower end of the bridge beams(3,4); installing a sheath pipe to the steel pipe joint bracket(50) and the saddle brackets(7,8) through the support brackets; interposing a steel wire in the sheath pipe; and tensioning both ends of the steel wire to compensate deflection.

Abstract translation: 目的：提供桥梁加固方法，以简化加固工程而不损坏现有的桥梁结构。 构成：桥梁的加固方法包括以下步骤：在相邻的外桥梁（3,4）的外侧安装钢板连接支架（50）; 将鞍形托架（7,8）分别安装到所述桥梁（3,4）的两个内侧; 将鞍形支架（7,8）安装到相邻内桥梁（3,4）的两侧; 用钢筋（16）紧固面对的鞍座支架（7,8）; 将支撑托架安装到桥梁中间下端（3,4）; 通过支架将钢管接头支架（50）和鞍座支架（7,8）安装到钢管接头支架（50）上; 将钢丝插入鞘管中; 并拉紧钢丝的两端以补偿挠曲。

公开(公告)号：KR3003496060000S

公开(公告)日：2004-04-21

申请号：KR3020030023979

申请日：2003-08-25

Applicant: 박재만

Designer： 박재만

公开(公告)号：KR1020030075358A

公开(公告)日：2003-09-26

申请号：KR1020020014534

申请日：2002-03-18

Applicant: 박재만

Inventor： 박재만

IPC: E01D19/02

Abstract: PURPOSE: An earthquake-proof reinforcing method for a lower structure of a bridge and a device thereof are provided to prevent overturn or breakage from earthquake by increasing the supporting force of the lower structure with installing anchors and reinforcing plates and forming the concrete layer after integrally connecting the earth anchor to the tendon. CONSTITUTION: Tendon fixing members(200,210) are fastened in lower and upper parts of a pier(100) of a lower structure of a bridge, and one or more column assembling members(300) are fixed to a column part(110) of the pier. Plural tendons(400) are arranged outside the column part and wound spirally, and upper and lower parts of the tendons are fixed by upper and lower tendon fixing members. Each tendon is combined with an assembling ring(310) of the column assembling member, and a concrete reinforcement layer is formed by placing the concrete outside the column part of the pier.

Abstract translation: 目的：提供一种用于桥梁及其装置的下部结构的抗震加强方法，以通过在安装锚固件和加强板之后增加下部结构的支撑力并在一体地形成混凝土层之后防止翻倒或破裂 将地锚连接到腱上。 构成：将腱固定构件（200,210）紧固在桥的下部结构的墩（100）的下部和上部，并且一个或多个柱组装构件（300）固定到 码头。 多个腱（400）布置在柱部外部并螺旋缠绕，并且腱的上部和下部由上下肌腱固定构件固定。 每个腱与柱组装构件的组装环（310）组合，并且通过将混凝土放置在码头的柱部分外部形成混凝土加强层。

公开(公告)号：KR3003271540001S

公开(公告)日：2003-09-13

申请号：KR3020020028247

申请日：2002-09-28

Applicant: 박재만

Designer： 박재만

公开(公告)号：KR100380563B1

公开(公告)日：2003-04-23

申请号：KR1019990055786

申请日：1999-12-08

Applicant: 박재만

Inventor： 박재만

IPC: E01D19/02

Abstract: PURPOSE: An open caisson reinforcing method using a submerged pier footing reinforcing apparatus is provided to prevent defects such as the cavitation caused by the leakage of concrete by placing submerged concrete in an open caisson installed firmly and to construct safely by executing all works under the water by recording, observing, commanding, and supervising from the surface of water with a submerged observation device. CONSTITUTION: An open caisson reinforcing method using a submerged pier foundation reinforcing apparatus comprises the steps of: cleaning the area around a foundation(2) of a pier(1) necessary to reinforce; lifting an open caisson(100) composed of a pair of half bodies where reinforcing bar frames are arranged in a semi-cylindrical form(110) and many pipes are fixed by a crane and assembled around the foundation of the pier in at least 1-stage; jetting compressive fluid pumped by a jet pump through many pipes and nozzles(131), digging up the river bed around the foundation, then setting the open caisson; observing the installing process of the open caisson by a submerged observation device(200) installed around the pier; after the open caisson is buried, placing a submerged concrete layer(10) at the inner bottom of the open caisson; after curing the surface of the submerged concrete layer, pumping and discharging water inside the open caisson; cleaning the inside of the open caisson again by using water pressure; and reinforcing by placing concrete for the ground in the open caisson.

Abstract translation: 目的：提供一种使用浸没式墩底加固装置的开放式沉箱加固方法，以防止如下情况的发生，例如由于混凝土泄漏而引起的气穴现象，即将沉没的混凝土放置在牢固安装的沉箱中，并通过在水下进行所有工程 用水下观测装置记录，观察，指挥和监测水面。 构成：一种使用埋入式桥墩基础加固装置的开放式沉箱加固方法，包括以下步骤：清洁需要加固的码头（1）的基础（2）周围的区域; 提升由一对半体组成的开放式沉箱（100），其中钢筋框架以半圆柱形式（110）布置，并且许多管道由起重机固定，并且围绕所述桥墩的基础至少以1- 阶段; 喷射由喷射泵泵送的压缩流体通过许多管道和喷嘴（131），在地基周围挖掘河床，然后设置打开的沉箱; 通过安装在码头周围的水下观测装置（200）观察沉箱的安装过程; 在打开沉箱后，在沉箱的内底部放置一个水下混凝土层（10） 固化浸没混凝土层的表面后，抽出并打开沉箱内的水; 再次使用水压清洁沉箱的内部; 并通过将混凝土浇筑在开放式沉箱中进行加固。

公开(公告)号：KR200308966Y1

公开(公告)日：2003-03-31

申请号：KR2020020036739

申请日：2002-12-09

Applicant: 박재만

Inventor： 박재만

IPC: E01D22/00

Abstract: 본 고안은 교량빔의 보강장치에 관한 것으로서,
이웃하는 외부 교량빔의 양단 외측에 각각 설치되는 강판이음브라켓과,
상기 외부 교량빔의 양단 내측에 각각 설치되는 새들브라켓과,
이웃하는 내부 교량빔의 양단 양측에 각각 설치되는 새들브라켓과,
상기 마주보는 새들브라켓을 서로 체결하는 강봉과,
상기 내,외부 교량빔의 중간 하단부에 설치되는 받침브라켓과,
상기 받침브라켓을 경유하여 강판이음브라켓 및 새들브라켓에 설치되는 쉬스관과,
상기 쉬스관 내에 삽입되는 강연선과,
상기 강연선의 양단부를 인장시켜 처짐을 보정한 후 정착시키는 정착부재로 이루어지는 것을 특징으로 하는 교량빔의 보강장치에 관한 것이다.

公开(公告)号：KR1020030014003A

公开(公告)日：2003-02-15

申请号：KR1020010048317

申请日：2001-08-10

Applicant: 박재만

Inventor： 박재만

IPC: E01D22/00

Abstract: PURPOSE: A reinforcing method for a negative moment area of a bridge is provided to reduce the deflection and crack of a bridge and to extend the life of a bridge by preventing corrosion of an abutment and a bridge seat. CONSTITUTION: The reinforcing method for a negative moment area of a bridge comprises the steps of: chipping the upper part of a slab where a floor slab is connected to have the appointed depth; installing many anchor grooves(6) to the chipped slab; removing dust on the surface of the slab provided with the anchor grooves(6) by an air compressor; installing an anchor bolt(7) to the anchor groove(6), then fixing by injecting epoxy; arranging reinforcing bars and fasteners(10) by hanging an anchor bolt(7) in the moving direction of vehicles; arranging reinforcing bars(9) in the intersecting direction of the reinforcing bars and the fasteners(10); removing dust on the slab surface by an air compressor; applying adhesives on the surface of the chipped slab(20) to adhere new, old concrete; placing concrete by leaving a space(19) to apply heat to the fastener(10); heating up the fastener(10) exposed to both sides of the dried concrete by electricity; fastening the expanded fastener(10), then anchoring to the concrete; cooling and shrinking the fastener(10) by isolating electricity; and placing polymer concrete or epoxy concrete to the space(19).

Abstract translation: 目的：提供桥梁负矩区的加固方法，以减少桥梁的挠曲和裂缝，并通过防止桥台和桥座的腐蚀来延长桥梁的使用寿命。 构成：桥梁负矩区域的加固方法，包括以下步骤：将楼板连接的板坯的上部部分切割成具有指定深度; 将许多锚定槽（6）安装到切屑板上; 通过空气压缩机除去设置有锚定槽（6）的板坯的表面上的灰尘; 将锚固螺栓（7）安装到锚定槽（6）上，然后通过注入环氧树脂固定; 通过将锚杆（7）悬挂在车辆的移动方向上来布置钢筋和紧固件（10）; 在钢筋和紧固件（10）的交叉方向上布置钢筋（9）; 用空气压缩机去除板坯表面的灰尘; 在碎片（20）的表面上施加粘合剂以粘附新的旧混凝土; 通过留下空间（19）来对紧固件（10）施加热量来放置混凝土; 通过电力将暴露于混凝土两侧的紧固件（10）加热; 紧固扩展的紧固件（10），然后锚固到混凝土; 通过隔离电力来冷却和收缩紧固件（10）; 并将聚合物混凝土或环氧混凝土放置在空间（19）中。