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    • 11. 发明授权
    • 하천 호안 시설물의 상태 계측방법
    • 如何衡量河流护岸设施的状况
    • KR101056055B1
    • 2011-08-11
    • KR1020090031966
    • 2009-04-13
    • 주식회사 삼안금오공과대학교 산학협력단한국시설안전공단
    • 유병선박용대이규식편무욱김남균장기태
    • G01B21/32G01B7/16G06F17/00
    • 하천 호안의 사면에 설치된 시설물의 상태(대규모 손상 조짐이나 붕괴 조짐)를 실시간으로 정확하게 계측하여, 하천 호안에 설치된 시설물의 대규모 손상이나 붕괴가 우려될 경우 미리 그에 대한 대책을 수립하도록 도모해줌으로써, 하천 호안 시설물의 대규모 손상이나 붕괴로 인한 피해를 사전에 방지할 수 있도록 한 하천 호안 시설물의 상태 계측방법이 개시된다.
      개시된 하천 호안 시설물의 상태 계측방법은, 하천 호안 시설물의 지표면 또는 지중에 수직방향으로 설치된 변위 감지 센서를 이용하여 타깃의 변위를 측정하는 측정단계와; 상기 측정단계에서 측정된 상기 타깃의 변위 정보를 그룹화하고, 상기 그룹화한 타깃의 변위 정보를 기반으로 근접성을 분석하는 근접성 분석단계와; 상기 타깃의 변위 정보를 기반으로 상대변위 차를 분석하는 상대변위차 분석단계; 및 상기 근접성과 상대변위 차를 분석한 결과 정보를 기반으로 유사성 분석을 수행하여 사면 거동을 판단하는 유사성 분석단계를 포함한다.
      하천, 호안, 사면, 근접성, 상대변위차, 유사성
    • 准确测量防波堤安装坡流设备状态(标志标牌大的损坏或故障)实时,通过给实现安装在流海岸防护设施大规模的破坏和倒塌,建立预对策的话来说,河流 公开了一种用于测量河流防护设施的状况的方法,其中可以预先防止由于防水设施的大量损坏或坍塌而造成的损坏。
    • 13. 发明授权
    • 선박 접안용 펜더장치
    • 用于船舶设备的改装
    • KR101321300B1
    • 2013-10-28
    • KR1020130050939
    • 2013-05-06
    • 주식회사 삼안
    • 이규식김태유
    • E02B3/26F16F7/12E02B3/06E02B3/20
    • Y02A30/36E02B3/26E02B3/06E02B3/20F16F7/12
    • PURPOSE: A fender device for docking a ship is provided to prevent damage to the ship or a dock by effectively absorbing impact using impact absorbing fenders, slim plates, and impact absorbing rubbers when the ship is collided. CONSTITUTION: A fender device for docking a ship comprises multiple anchor bolts (110), cone edge nuts (120), perforated bar plates (130), impact absorbing rubbers (140), slim plates (150), and impact absorbing fenders (160). The anchor bolts respectively have a thread (112). The cone edge nuts are coupled to the thread of the anchor bolts and respectively have a screw head (122) in the rear end. The cone edge nuts are coupled to multiple through-holes (132) of the perforated bar plates to fix the anchor bolts. Rubber fixing nuts (142) are coupled to the leading thread of the anchor bolts. The impact absorbing rubbers are insert-molded on the inner wall of a dock. The slim plates are coupled to the leading thread of the anchor bolts protruded forward from the impact absorbing rubbers. The impact absorbing fenders are coupled to the anchor bolts in front of the slim plates and are fixed by fixing nuts.
    • 目的:提供用于对接船舶的挡泥板装置,以防止在船舶碰撞时通过有效吸收冲击吸收挡泥板,薄板和冲击吸收橡胶来对船舶或码头造成损害。 构造:用于对接船舶的挡泥板装置包括多个锚固螺栓(110),锥形螺母(120),穿孔杆板(130),冲击吸收橡胶(140),薄板(150)和冲击吸收挡泥板(160 )。 锚固螺栓分别具有螺纹(112)。 锥形边缘螺母联接到锚定螺栓的螺纹,并且在后端分别具有螺钉头(122)。 锥形边缘螺母联接到多孔条板的多个通孔(132)以固定锚定螺栓。 橡胶固定螺母(142)联接到锚固螺栓的前导螺纹。 冲击吸收橡胶嵌入成型在码头的内壁上。 细长板与从冲击吸收橡胶向前突出的锚固螺栓的前导螺纹相连。 撞击式挡泥板与超薄板前面的地脚螺栓相连,并通过固定螺母固定。
    • 14. 发明授权
    • 수문구조물의 수문 유지보수를 위한 수문 탈거장치 및 그 방법
    • 水闸分离装置和水文结构的维护方法
    • KR101312121B1
    • 2013-09-26
    • KR1020130056945
    • 2013-05-21
    • 한국수자원공사주식회사 삼안
    • 박창환김기완김기철임종명이규식
    • E02B9/08E02B7/36F03B13/14
    • Y02E10/28E02B9/08E02B7/36E05Y2201/688E05Y2600/314E05Y2900/40F03B13/14
    • PURPOSE: A floodgate separation device for maintenance of a floodgate of a floodgate structure and a method thereof are provided to safely separate the floodgate without the input of a worker into a guide structure because the man power operation is not required. CONSTITUTION: A floodgate separation device for maintenance of a floodgate of a floodgate structure comprises a dogging arm stand, a dogging arm (60), a dogging base beam (32), a floodgate stand supporting frame (70), a first floodgate stand (80), and a second floodgate stand. After the floodgate is lifted in a maximum lifting height by the dogging arm, the dogging arm is mounted on the dogging arm stand installed on both sides of a second floodgate. When the floodgate descends, the dogging arm is mounted on the dogging arm base beam and mounts the second floodgate. A first floodgate is separated from the second floodgate, and the floodgate stand supporting frame is installed on the upper surface of a floodgate guidance structure. [Reference numerals] (AA) Sea side; (BB) Lake side
    • 目的:提供一种用于维护闸门结构的闸门的闸门分离装置及其方法,其中,由于不需要人力操作,所以可以将工作人员的输入安全地分离到引导结构中。 构成:用于维护闸门结构的闸门的闸门分离装置,包括一个吊臂支架,一个吊臂(60),一个吊钩基梁(32),一个闸门支架(70),一个第一闸门支架 80)和第二个闸门支架。 在通过手臂将升降高度提升到最大提升高度之后,吊臂安装在安装在第二闸门两侧的吊臂支架上。 当水闸下降时,吊臂安装在扶手基座梁上并安装第二个闸门。 第一个闸门与第二个闸门分开,闸门支撑架安装在闸门引导结构的上表面。 (附图标记)(AA)海侧; (BB)湖边
    • 15. 发明授权
    • 어도를 갖는 조력발전소 연결구조물
    • TIDAL发电厂有鱼的连接结构
    • KR101290987B1
    • 2013-07-30
    • KR1020130056943
    • 2013-05-21
    • 한국수자원공사주식회사 삼안
    • 박창환김기완김기철임종명이규식
    • E02B9/08E02B8/08F03B13/26
    • Y02A40/60Y02E10/28E02B9/08E02B8/08F03B13/26
    • PURPOSE: A connection structure of a tidal power plant with a fish way is provided to protect the ecology of fishes by allowing the fishes to access a lake side and a sea side without being affected by the flow of a current. CONSTITUTION: A connection structure (20) of a tidal power plant with a fish way connects an aberration structure (12) and a water gate structure (14). The connection structure comprises one or more fish ways which is connected to a sea side and a lake side to be higher than the lowest sea level in the sea side and to be lower than a controlled water level in the lake side. A ventilation chamber and a transformer chamber are adjacent to each other from the sea side to the lake side. A stop log storage chamber is equipped between the ventilation chamber and the transformer chamber. Drainage chambers connected to an inspection path for maintenance are equipped in each one lower side of the stop log storage chambers in the sea and lake sides. [Reference numerals] (AA) Sea side; (BB) Lake side
    • 目的:提供一种具有鱼道的潮汐发电厂的连接结构,通过允许鱼类进入湖侧和海域,不受流动的影响,保护鱼类的生态。 构成:具有鱼道的潮汐发电厂的连接结构(20)连接像差结构(12)和水闸结构(14)。 连接结构包括一个或多个鱼道,其连接到海侧和湖侧,高于海侧的最低海平面并且低于湖侧的受控水位。 通风室和变压器室从海侧到湖侧彼此相邻。 在通风室和变压器室之间设有停止日志存储室。 连接到检修路径进行维护的排水室装在海域和湖泊两侧的停止日志存储室的每一个下侧。 (附图标记)(AA)海侧; (BB)湖边
    • 16. 发明授权
    • 조력발전소용 수차구조물
    • 潮汐发电厂的涡轮机结构
    • KR101290920B1
    • 2013-07-29
    • KR1020130056941
    • 2013-05-21
    • 한국수자원공사주식회사 삼안
    • 박창환김기완김기철임종명이규식
    • E02B9/08F03B13/26E02D29/09E02D25/00
    • Y02E10/28E02B9/08E02D25/00E02D29/06F03B13/26
    • PURPOSE: A turbine structure for a tidal power plant is provided to prevent turbine vibration and cavitation due to aeration by easily maintaining the altitude of hydraulic turbine generation. CONSTITUTION: A turbine structure for a tidal power plant comprises an underwater rock part (10), a base layer part (20), a vertical inspection route for maintenance, a structure (30), a stop log supporting channel, a gantry crane, and a stop log. The underwater rock part comprises a structure installation part (11), apron parts (12a,12b), and slope parts (13a,13b) to be successively formed into an uneven shape. The structure installation part is formed between a lake and the sea. The apron parts are separately formed with flat planes towards the lake and the sea. A slope part is formed with 10-15 degrees of an inclined surface from an apron part to the bottom surface of the sea or the lake.
    • 目的:提供一种用于潮汐发电厂的涡轮机结构,以通过容易地维持水轮机发电的高度来防止涡轮振动和气蚀。 构成:潮汐发电厂的涡轮结构包括水下岩石部分(10),基层部分(20),用于维护的垂直检查路线,结构(30),停止对数支撑通道,龙门起重机, 和停止日志。 水下岩石部件包括结构安装部分(11),围裙部分(12a,12b)和斜坡部分(13a,13b),以便连续地形成为不平坦的形状。 结构安装部分在湖泊和大海之间形成。 围裙部分分别与平面朝向湖泊和大海形成。 斜坡部分形成有10-15度的从围裙部分到大海或湖底的倾斜表面。
    • 17. 发明公开
    • 하천 호안 시설물의 실시간 사면붕괴 예측방법
    • 倾斜设施实时失效的预测方法
    • KR1020100113404A
    • 2010-10-21
    • KR1020090031969
    • 2009-04-13
    • 주식회사 삼안금오공과대학교 산학협력단한국시설안전공단
    • 유병선박용대이규식장기태김남균
    • G01B21/32G06F17/00
    • PURPOSE: A real-time estimating method for the collapse of a slope of river embankment construction is provided to estimate the collapse of a slope in advance by combining a probability theory method and a deterministic theory. CONSTITUTION: A real-time estimating method for the collapse of a slope of river embankment construction is as follows. The displacement information of a target is obtained using a displacement detecting sensor installed at a slope of river embankment construction(S101). The displacement information of the target is grouped(S103). A probabilistic-based analysis is performed using average-range analysis algorithm. If a result of the probabilistic-based analysis is out of a preset management reference, the collapse of a slope of river embankment construction is decoded using deterministic theory(S105).
    • 目的:提出一种用于河堤施工斜坡崩溃的实时估计方法,通过组合概率论方法和确定性理论,提前估计斜率的崩溃。 构成:河堤建设斜坡崩溃的实时估算方法如下。 使用安装在河堤施工斜坡处的位移检测传感器获得目标的位移信息(S101)。 目标的位移信息被分组(S103)。 使用平均范围分析算法进行基于概率的分析。 如果基于概率分析的结果超出预设的管理参考,则使用确定性理论来解码河堤建设的坡度的崩溃(S105)。
    • 20. 发明授权
    • 하천에서 이용할 수 있는 동기식 인양 수문
    • 同步抽油烟机
    • KR101279084B1
    • 2013-06-26
    • KR1020130011361
    • 2013-01-31
    • 일성보산업(주)주식회사 삼안
    • 이규식곽호성김태유김주현윤영준김정민
    • E02B7/36E02B13/02
    • E02B7/36E02B13/02E05Y2201/71E05Y2600/314E05Y2900/40
    • PURPOSE: A synchronous lifting floodgate for a river is provided to prevent a floodgate from being damaged by stably lifting and lowering the floodgate without being twisted and to automatically brake without using a braking device. CONSTITUTION: A synchronous lifting floodgate for a river comprises a rotation screw rod(30), a floodgate frame(10), a floodgate(20), a motor(50), and a handwheel(60). The floodgate is inserted into the floodgate frame and is installed with the rotation screw rod. The floodgate is lifted or lowered along with the rotation of the rotation screw rod. A handwheel insertion hole is formed on the upper side of the rotation screw rod. The rotatory power of a motor fixed to the upper side of the floodgate frame is delivered to the rotation screw rod through helical gears(35,51). A sprocket(71) is inserted into the rotation screw rod and vertically moves on the rotation screw rod. A chain(72) for delivering power is inserted into both sides of the sprocket.
    • 目的:提供河流同步提升闸门,以防止水闸在不扭转的情况下稳定地升降水闸而受损,并在不使用制动装置的情况下自动制动。 构成:用于河流的同步提升闸门包括旋转螺杆(30),闸​​门框架(10),闸门(20),马达(50)和手轮(60)。 闸门插入闸门框架,并安装旋转螺杆。 闸门随着旋转螺杆的旋转而升高或降低。 在旋转螺杆的上侧形成有手轮插入孔。 固定在闸门框架上侧的马达的旋转动力通过斜齿轮(35,51)输送到旋转螺杆。 链轮(71)插入旋转螺杆,并在旋转螺杆上垂直移动。 用于输送动力的链条(72)插入链轮的两侧。