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公开(公告)号：KR101406210B1
公开(公告)日：2014-06-12
申请号：KR1020130000270
申请日：2013-01-02
Applicant: 군산대학교산학협력단
Abstract: Disclosed are a device for controlling the operation of a sower by using an image sensor and a method thereof. The method for controlling the operation of a sower acquires image information of soil in a moving direction by using an RGB camera, acquires depth information of soil in the moving direction by using an IR camera, senses the status and location of soil where sowing is to be performed based on the image information and depth information, and controls the operation of the sower according to sensed results.
Abstract translation: 公开了一种通过使用图像传感器来控制割草机的操作的装置及其方法。 用于控制撒肥机操作的方法通过使用RGB照相机获取移动方向上的土壤的图像信息，通过使用红外摄像机获取移动方向上的土壤的深度信息，感测播种时的土壤的状态和位置 基于图像信息和深度信息执行，并且根据感测结果来控制割草机的操作。
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公开(公告)号：KR101372759B1
公开(公告)日：2014-03-11
申请号：KR1020130163421
申请日：2013-12-26
Applicant: 군산대학교산학협력단
Inventor： 양인환
Abstract: 본 발명은 블록 축조식 옹벽의 설계에 관한 것이며, 옹벽의 안전성의 신뢰도를 높이기 위해, 전도 안전성 산출 시, 전도 저항력을 옹벽 전체 자중이 아닌 힌지 높이까지의 자중으로 모멘트를 산출하여 전도 안전성이 과도하게 평가되는 것을 방지하였고, 블록 전단 강도 측정장치 또한, 실제 횡 토압이 미치는 상황을 연출하도록 구성하여 오차를 줄였다.
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公开(公告)号：KR101361263B1
公开(公告)日：2014-02-12
申请号：KR1020120043122
申请日：2012-04-25
Applicant: 제이와이중공업 (주) , 군산대학교산학협력단
Abstract: 선박블록 레벨링 시스템 및 그 제어방법이 개시된다. 본 발명의 실시 예들에 따른 선박블록 레벨링 시스템 및 그 제어방법은 블록제작 정반의 회전율을 높이고, 비숙련자의 경우에도 선박블록의 레벨링 작업을 간편하게 수행할 수 있으며, 선박블록의 레벨링 작업 및 그 모니터링을 자동화하여 편이성을 향상시킬 수 있다.
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公开(公告)号：KR1020140007310A
公开(公告)日：2014-01-17
申请号：KR1020130163421
申请日：2013-12-26
Applicant: 군산대학교산학협력단
Inventor： 양인환
CPC classification number: E02D29/02 , E02D17/205 , G01N3/12 , G01N3/24
Abstract: The present invention relates to a design of a block construction type retaining wall and prevents overturning stability from being excessively evaluated by calculating moment and overturning resistance with a weight up to the height of a hinge rather than the entire weight of the retaining wall in order to increase the reliability of stability of the retaining wall when overturning safety is calculated. The apparatus for measuring the shear capacity of a block reduces errors by making the situation that actual transverse soil pressure is applied. [Reference numerals] (AA) Set back; (BB) Cover; (CC) Hinge height H_h; (DD) Weight on the outer side of the upper part of a foundation block; (EE) M_B
Abstract translation: 本发明涉及一种块式结构型挡土墙的设计，并且通过以重量直到铰链的高度而不是挡土墙的整体重量来计算力矩和翻倒阻力来过度评估防翻倒稳定性， 提高推翻安全性时挡土墙稳定性的可靠性。 用于测量块体的剪切能力的装置通过施加实际的横向土壤压力的情况来减少误差。 （附图标记）（AA）返回; （BB）盖; （CC）铰链高度H_h; （DD）基础块上部外侧的重量; （EE）M_B <= M_A（铰链高度）; （FF）施加在基础块上方的重量; （GG）包括放在基础块的上部（接头Z）上的所有块
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公开(公告)号：KR101349775B1
公开(公告)日：2014-01-10
申请号：KR1020130116182
申请日：2013-09-30
Applicant: 군산대학교산학협력단
Inventor： 임경채
CPC classification number: B60G11/10 , B60G2204/43 , B60G2206/8201 , B60G2206/8207 , B60G2206/82092 , B60G2300/02 , B60Y2200/14 , F16F1/26
Abstract: The present invention is to provide a spring hanger bracket which comprises a body unit (110), a frame connecting member (120), and spring connecting members (130, 140). The body unit includes a bent part that both ends are bent in the same direction. The frame connecting member is connected to the body unit and inserted to a vehicle frame. The spring connecting members are connected to the bent part of the body unit and support one end of a leaf spring as one end of the spring connecting member is connected to the leaf spring. A first connection groove (115) formed into a semicircle shape is at the bent part (113) of the body unit and a second concave connection groove (125) formed into the semicircle shape is placed at one end of the frame connecting unit (120). A third connection groove (133) wherein the second connection groove is coupled to the first connection groove is placed on the upper outer periphery of the spring connecting member. The third connection groove has the certain depth and width and is formed into the semicircle shape.
Abstract translation: 本发明提供一种弹簧吊架支架，其包括主体单元（110），框架连接构件（120）和弹簧连接构件（130,140）。 主体单元包括弯曲部分，其两端沿相同方向弯曲。 框架连接构件连接到主体单元并插入车架。 弹簧连接构件连接到主体单元的弯曲部分，并且当弹簧连接构件的一端连接到板簧时，支撑板簧的一端。 形成为半圆形的第一连接槽（115）位于主体单元的弯曲部（113）处，并且形成为半圆形状的第二凹形连接槽（125）设置在框架连接单元（120）的一端 ）。 其中第二连接槽联接到第一连接槽的第三连接槽（133）被放置在弹簧连接构件的上外周上。 第三连接槽具有一定的深度和宽度，并形成半圆形。
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Patent Agency Ranking
公开(公告)号：KR1020130120109A
公开(公告)日：2013-11-04
申请号：KR1020120043122
申请日：2012-04-25
Applicant: 제이와이중공업 (주) , 군산대학교산학협력단
Abstract: A leveling system for a ship block and a control method thereof are disclosed. The leveling system for the ship block and the control method thereof according to an embodiment of the present invention improves the turnover of a block manufacturing lathe, enables an unskilled person to conveniently perform the leveling work of the ship block, and improves convenience by automating the leveling work of the ship block and the monitoring work.
Abstract translation: 公开了一种用于船体的调平系统及其控制方法。 根据本发明的一个实施例的用于船体的调平系统及其控制方法提高了块制造车床的更换，使得非熟练人员能够方便地执行船体的整平工作，并且通过自动化 船舶平整工作和监测工作。
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公开(公告)号：KR1020130102164A
公开(公告)日：2013-09-17
申请号：KR1020120023162
申请日：2012-03-07
Applicant: 군산대학교산학협력단
Inventor： 문병영
CPC classification number: B63C1/02
Abstract: PURPOSE: A floating dock for repairing a ship is provided to easily approach a ship to be repaired because the floating dock has a propulsion unit and improve the durability, shock resistance, and abrasion resistance thereof. CONSTITUTION: A floating dock (100) for repairing a ship comprises a dock body (110), a pump (120), a propulsion unit (130), and solid ballast (140). The dock body has a seawater storage space and a ship receiving space. The pump pumps water stored in the seawater storage space. The propulsion unit moves the dock body. The solid ballast is installed on the bottom surface of the dock body to stabilize the dock body.
Abstract translation: 目的：提供用于修理船舶的浮动码头，以容易地接近待修理的船舶，因为浮船坞具有推进单元并提高其耐用性，抗冲击性和耐磨性。 构造：用于修理船舶的浮动码头（100）包括码头主体（110），泵（120），推进单元（130）和固体镇流器（140）。 码头身体有一个海水储存空间和一个船舶接收空间。 泵将水储存在海水储存空间中。 推进单元移动码头主体。 固体镇流器安装在码头主体的底部表面，以稳定码头主体。
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公开(公告)号：KR101305882B1
公开(公告)日：2013-09-09
申请号：KR1020120140754
申请日：2012-12-06
Applicant: 군산대학교산학협력단
Inventor： 이영욱
Abstract: PURPOSE: A parallel shear wall for buildings is provided to simplify the arrangement of bars in a connection beam and to prevent connection beams and shear walls from being damaged by improving the effects of shear walls in absorbing and emitting lateral load energy. CONSTITUTION: A parallel shear wall (100) for buildings comprises shear walls (110, 120), a connection beam (130), and a damper (140). The shear walls are separately set up at both sides at regular intervals to be parallel to each other. The connection beams are installed at regular intervals in the longitudinal direction of the shear wall. The connection beam laterally connects the shear walls to each other to absorb and emit energy due to lateral loads applied to the shear walls. The damper is spaced apart from the shear walls and is installed in a silt space (S) to absorb and emit energy delivered to a plurality of beams (131, 132).
Abstract translation: 目的：提供建筑物的平行剪力墙，以简化连接梁中的杆的布置，并防止连接梁和剪力墙受到改进剪力墙吸收和释放横向载荷能量的影响而受损。 构造：用于建筑物的平行剪力墙（100）包括剪力壁（110,120），连接梁（130）和阻尼器（140）。 剪力墙在两侧以规则的间隔分别设置成彼此平行。 连接梁在剪力墙的纵向上以规则的间隔安装。 连接梁横向地将剪力墙相互连接，以便由于施加到剪力墙的横向载荷而吸收和释放能量。 阻尼器与剪力墙间隔开并安装在淤泥空间（S）中，以吸收和发射输送到多个梁（131,132）的能量。
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公开(公告)号：KR101305447B1
公开(公告)日：2013-09-06
申请号：KR1020130051890
申请日：2013-05-08
Applicant: 군산대학교산학협력단
Inventor： 김기동
CPC classification number: C03C1/024 , G02F1/13 , H01L27/3209 , H01L27/3274 , H01L51/0079 , H01L51/008
Abstract: PURPOSE: A batch composition of borosilicate based roving fiber glass is provided to lower melting temperature of robbing fiber glass batch and to reduce manufacturing cost of the roving fiber glass by including cullet of non-alkali alumina borosilicate based display glass. CONSTITUTION: A batch composition of borosilicate based roving fiber glass contains 66-470 parts by weight of cullet based on 100 parts by weight of talc among the batch composition. The cullet is one selected from non-alkali alumina borosilicate based cullet for organic light-emitting diode and nonalkali alumina borosilicate cullet for thin-film transistor liquid crystal display. The batch composition includes 0-11 parts by weight of colemanite, 74-216 parts by weight of limestone, 0-8 parts by weight of borax, and 0-4 parts by weight of soda ash based on 100 parts by weight of the talc on top of the non-alkali alumina borosilicate based cullet. The section diameter of the roving fiber is 15-30 μm.
Abstract translation: 目的：提供硼硅酸盐基粗纱玻璃玻璃的批量组合，以降低抢夺玻璃纤维玻璃的熔融温度，并通过包含非碱性氧化铝硼硅酸盐玻璃的碎玻璃来降低粗纱玻璃纤维的制造成本。 构成：基于100重量份的批料组合物中的滑石，基于硼硅酸盐的粗纱玻璃纤维的批料组合物含有66-470重量份的碎玻璃。 碎玻璃是选自用于有机发光二极管的非碱性氧化硼硼硅酸盐碎玻璃和用于薄膜晶体管液晶显示器的非碱性氧化铝硼硅酸盐碎玻璃。 批料组合物包含0-11重量份的科氏泥灰岩，74-216重量份的石灰石，0-8重量份的硼砂和0-4重量份的苏打灰，基于100重量份的滑石 在非碱性氧化铝硼硅酸盐碎玻璃的顶部。 粗纱的截面直径为15-30μm。
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公开(公告)号：KR101283121B1
公开(公告)日：2013-07-05
申请号：KR1020120052957
申请日：2012-05-18
Applicant: 군산대학교산학협력단
Inventor： 양인환
Abstract: PURPOSE: A concrete floating structure and a construction method thereof are provided to simplify the connection work of precast concrete modules and to prevent the performance degradation of a structure by improving resistance to shear force applied to the connection portions of the modules. CONSTITUTION: A concrete floating structure (100) comprises multiple precast concrete modules, tendons, and tendon anchorages. The precast concrete modules have wall portions for connecting upper and lower slab portions (121,121',122,122') to be coupled to each other. The tendons apply prestressed force to the precast concrete modules. The tendon anchorages are coupled to both ends of the tendons and anchor the tendons to the precast concrete modules. Multiple shear keys, which resist shear force, are formed on the touching surfaces of the precast concrete modules.
Abstract translation: 目的：提供一种混凝土浮动结构及其施工方法，以简化预制混凝土模块的连接工作，并通过提高对模块连接部分的剪切力的抵抗力来防止结构的性能下降。 构成：混凝土浮式结构（100）包括多个预制混凝土模块，钢筋和腱锚固件。 预制混凝土模块具有用于连接彼此联接的上部和下部板坯部分（121,121'，122,122'）的壁部分。 钢筋将预应力施加在预制混凝土模块上。 腱锚固件连接到腱的两端并将腱固定到预制混凝土模块。 在预制混凝土模块的接触表面上形成有抗剪切力的多个剪切键。
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