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公开(公告)号：KR101480808B1
公开(公告)日：2015-01-21
申请号：KR1020130065887
申请日：2013-06-10
Applicant: 한국철도기술연구원
Abstract: 기존의 검측자 등을 이용하지 않고도 레일의 측면에 레이저건 및 모눈 반사판을 설치하여 간단하게 레일의 궤도틀림 및 고저를 측정할 수 있고, 레이저건을 사용함으로써 시인성이 양호하고, 고저 및 거리를 용이하게 측정할 수 있는, 레이저건과 모눈 반사판을 이용한 궤도 고저측정 장치 및 그 방법이 제공된다. 레이저건과 모눈 반사판을 이용한 궤도 고저측정 장치는, 레일의 궤도틀림 및 고저를 측정하도록 레일의 측면의 기준 지점에 설치되는 제1 레이저건; 레일에 제1 레이저건을 장착하는 제1 레이저건 장착부; 모눈이 형성된 반사판으로서, 레일의 측면에 제1 레이저건으로부터 소정 거리 이격된 측정 지점에 설치되고, 제1 레이저건으로부터 발사되는 레이저를 반사하는 모눈 반사판; 및 레일에 모눈 반사판을 장착하는 모눈 반사판 장착부를 포함하되, 모눈 반사판에 형성된 측정점에 의해 궤도의 고저 및 궤도틀림이 산출되는 것을 특징으로 한다.
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公开(公告)号：KR101392454B1
公开(公告)日：2014-05-27
申请号：KR1020130065883
申请日：2013-06-10
Applicant: 한국철도기술연구원
Abstract: The present invention relates to an apparatus and a method for measuring a gauge and a cant using a laser gun and a grid reflection plate. Without using a traditional track inspector, a laser gun is installed on a first rail, and a grid reflection plate is installed on the inner side of a second rail so as to simply measure a gauge, a transverse distance between the first and second rails, and a cant, a difference in transverse heights between the first and second rails. Moreover, according to another technical objective of the present invention, by using a laser gun, a satisfactory visibility can be provided, and the measurement of the gauge and cant can be facilitated.
Abstract translation: 本发明涉及一种使用激光枪和网格反射板测量仪表和倾角的装置和方法。 在不使用传统轨道检查器的情况下，将激光枪安装在第一轨道上，并且在第二轨道的内侧上安装有电弧反射板，以简单地测量量规，第一和第二轨道之间的横向距离， 和第一和第二轨道之间的横向高度差。 此外，根据本发明的另一个技术目的，通过使用激光枪，可以提供令人满意的可视性，并且可以方便测量和测量。
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公开(公告)号：KR1020140023656A
公开(公告)日：2014-02-27
申请号：KR1020120089853
申请日：2012-08-17
Applicant: 한국철도기술연구원
Abstract: The present invention relates to a platform screen door system for various vehicles and more specifically, to a platform screen door system for various vehicles capable of enabling passengers to safely and easily get on and off a new means of transportation by controlling the position of a platform screen door according to various types of new means of transportation and automatically reading the type of the new means of transportation. The present invention for achieving the forementioned purpose includes: a rail which is formed in the ascending and descending part of a platform; the platform screen door which is installed to move along the rail; and an actuator which is installed in one side of the platform and moves the platform screen door. The present invention more includes a central control device for controlling the actuator from a remote place.
Abstract translation: 本发明涉及一种用于各种车辆的平台筛门系统，更具体地涉及一种用于各种车辆的平台筛门系统，其能够使乘客能够通过控制平台的位置来安全地和轻松地接通和关闭新的交通工具 屏风门根据各种新型运输方式自动阅读新型交通工具。 实现上述目的的本发明包括：形成在平台的上升和下降部分中的轨道; 安装在轨道上的平台筛门; 以及致动器，其安装在平台的一侧并移动平台筛门。 本发明还包括一个用于从远处控制致动器的中央控制装置。
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公开(公告)号：KR101132284B1
公开(公告)日：2012-04-02
申请号：KR1020090107375
申请日：2009-11-09
Applicant: 한국철도기술연구원
IPC: B60W20/00 , B60W50/029 , B60W10/08
Abstract: PURPOSE: A hybrid driving system and an emergency mode operation method of the hybrid driving system are provided to operate an induction motor connected to a propel inverter in an emergency mode using separate communications line when the whole operation of the hybrid driving system is stopped. CONSTITUTION: A hybrid driving system comprises a first communication cable(110), engine controller(131), main battery control module(121), pwm converter controller(141), propel inverter controller(150), and hybrid controller. A separate second communications cable is further included to drive the propel inverter apart from the first communication cable between the propel inverter controller and the propel inverter. The propel inverter controller determines whether an acceleration pedal signal is inputted when a start signal for a emergency driving mode is inputted.
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公开(公告)号：KR1020100036882A
公开(公告)日：2010-04-08
申请号：KR1020080096295
申请日：2008-09-30
CPC classification number: G05D1/0259 , B60W10/20 , B60W40/06 , B60W2510/20 , B60W2520/10 , B60W2540/18 , B60W2550/141 , B60Y2200/11 , G05D2201/02
Abstract: PURPOSE: A system and a method for controlling a traveling line of an automatic operation vehicle are provided to improve traveling stability of the automatic operation vehicle by maintaining and correcting the traveling line of the automatic operation vehicle in a linear section and a curved section. CONSTITUTION: A marker is installed in an exclusive road for an automatic operation vehicle. A sensor unit(41-43) is installed in one side of the automatic operation vehicle in order to recognize a marker. A signal processing unit(40) processes the sensing value of the sensor unit as a sensor format signal. An automatic operation system(10) calculates a current position of the automatic operation vehicle by analyzing a sensor format signal received from a signal processor. The automatic operation system maintains and corrects the traveling path of the automatic operation vehicle.
Abstract translation: 目的：提供一种用于控制自动操作车辆的行驶线的系统和方法，以通过维持和校正自动操作车辆的行进线路在直线部分和弯曲部分中来改善自动操作车辆的行驶稳定性。 规定：标记安装在自动操作车辆专用道路上。 传感器单元（41-43）安装在自动操作车辆的一侧，以识别标记。 信号处理单元（40）将传感器单元的感测值作为传感器格式信号进行处理。 自动操作系统（10）通过分析从信号处理器接收的传感器格式信号来计算自动操作车辆的当前位置。 自动操作系统维护和校正自动操作车辆的行驶路径。
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Patent Agency Ranking
公开(公告)号：KR1020090059591A
公开(公告)日：2009-06-11
申请号：KR1020070126534
申请日：2007-12-07
Applicant: 한국철도기술연구원
IPC: B60L13/04
Abstract: A magnet array method and a stopping method using the same are provided to prevent accident of an auto guide vehicle by accurately stopping an unmanned auto guide vehicle at a station. A road(20) is divided into a random section(RS) and a pattern section(PS). A plurality of magnets(40) is installed according to a reference line(30) of the road in the random section. A polarity of a plurality of magnets is randomly arranged in the random section. A plurality of magnets is installed according to the reference line of the road in the pattern section. A polarity of a plurality of magnets is arranged in the pattern section with a fixed pattern. A plurality of magnetic detectors(51) is installed in a bottom part of an auto guide vehicle(50). A plurality of magnetic detectors detects a magnetic field of a plurality of magnets installed according to the reference line of the road.
Abstract translation: 提供一种磁体阵列方法和使用其的停止方法，以通过精确地停止站上的无人驾驶车辆来防止汽车引导车辆的事故。 道路（20）被划分为随机区段（RS）和模式区段（PS）。 根据随机部分中的道路的参考线（30）安装多个磁体（40）。 多个磁体的极性在随机部分中随机排列。 根据图案部分中的道路的参考线安装多个磁体。 多个磁体的极性以固定图案布置在图案部分中。 多个磁性检测器（51）安装在自动导向车辆（50）的底部。 多个磁检测器检测根据道路的参考线安装的多个磁体的磁场。
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公开(公告)号：KR100857894B1
公开(公告)日：2008-09-10
申请号：KR1020080012487
申请日：2008-02-12
Applicant: 현대엔지니어링 주식회사 , 한국철도기술연구원
IPC: E01D19/12 , E01B9/00 , E01D21/00 , E01D101/28
CPC classification number: E01D19/12 , E01B9/00 , E01D21/00 , E01D2101/28
Abstract: A slab structure of a bridge applied to track vehicles is provided to improve structural efficiency and economical efficiency of an upper structure of a bridge by installing a slab on an appointed part where the load of track vehicles traveling along an appointed track is applied. A slab structure(110) of a bridge applied to track vehicles is installed on the upper part of a girder of a bridge(200) to support the load of a track vehicle traveling along the appointed track by wheels, and composed of a central slab(110a) placed in the horizontal center of the bridge, and a pair of side slabs(110b) placed on right and left sides of the central slab, wherein a traveling unit is formed in the appointed width on the top of the central slab and the side slab to secure the travel eccentric error of the track vehicle as a road surface on which right and left wheels are bordered when the track vehicle is traveling, and a hollow unit is formed between the central slab and the side slab as a space which is not in contact with the right and left wheels of the track vehicle and opened vertically.
Abstract translation: 提供应用于履带车辆的桥梁的板坯结构，以通过在施加沿着指定轨道行驶的履带车辆的载荷的指定部件上安装板坯来提高桥梁上部结构的结构效率和经济效率。 应用于轨道车辆的桥梁的板坯结构（110）安装在桥梁（200）的梁的上部，以支撑通过车轮沿着指定轨道行驶的履带车辆的载荷，并且由中央板 （110a）和位于中央板的右侧和左侧的一对侧板（110b），其中在中央板的顶部以规定的宽度形成行进单元，并且 侧板，以确保轨道车辆的行驶偏心误差，作为当轨道车辆行驶时左右车轮相邻的路面，并且在中央板和侧板之间形成中空单元作为空间， 不与轨道车辆的左右车轮接触并垂直打开。
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公开(公告)号：KR100840406B1
公开(公告)日：2008-06-23
申请号：KR1020070109458
申请日：2007-10-30
Applicant: 현대엔지니어링 주식회사 , 한국철도기술연구원
Abstract: An environment-friendly pavement having tracks is provided to reduce traffic noise and improve traffic environment. An environment-friendly pavement having tracks comprises traveling tracks, grass area, and plant areas(10). Wheels(101,102) of vehicle(100) travel on the tracks. The grass area is built between the tracks. The plant areas are built outside the tracks. The tracks are constructed on a surface layer(110) which are made of concrete. A lean concrete layer(120) and an anti-frostbite layer(130) are constructed under the surface layer.
Abstract translation: 提供具有轨道的环境友好的路面，以减少交通噪音和改善交通环境。 具有轨道的环境友好的路面包括行驶轨道，草地和植物区域（10）。 车辆（100）的车轮（101,102）在轨道上行进。 草地建在轨道之间。 植物区域建在轨道外。 轨道构造在由混凝土制成的表面层（110）上。 在表面层下面构造贫混凝土层（120）和防冻冻层（130）。
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公开(公告)号：KR100803558B1
公开(公告)日：2008-02-15
申请号：KR1020070092213
申请日：2007-09-11
Applicant: 현대엔지니어링 주식회사 , 한국철도기술연구원
Abstract: A reinforcing type single cast-in-place pile foundation is provided to increase constructability and economical efficiency by heightening stiffness and ductility of a part where a steel pipe is installed and increasing resistance to bending moment, and reducing the cross sectional area of a pile foundation and the quantity of reinforcing bars required by installing a steel pipe to the top of a pile applied with maximum load when constructing a pile foundation. A reinforcing type single cast-in-place pile foundation(100) for heightening stiffness and ductility of the top of a pile applied with maximum load when constructing a pile foundation and increasing resistance to bending moment comprises a reinforcement cage composed of many main reinforcements(141) and hoop reinforcements(142) and inserted to the inside of the pile foundation, a cylindrical steel pipe(120) inserted to the center of the reinforcement cage, and a steel pipe mounting plate(130) installed to the reinforcement cage to mount the steel pipe and provided with many tremie pipe insertion holes to insert tremie pipes for placing concrete in an inside space of the steel pipe. A construction method of a reinforcing type single cast-in-place pile foundation comprises the steps of: excavating the bottom of a construction site where a pile foundation is to be constructed to the planned depth using excavation equipment; installing a reinforcement cage coupled with a steel pipe mounting plate in the excavated space, inserting a steel pipe into the reinforcement cage to be put at the center of the steel pipe mounting plate; and inserting tremie pipes to tremie pipe insertion holes formed on the steel pipe mounting plate, injecting concrete to the inside of the tremie pipes and placing concrete in a circumferential space of the steel pipe, and then curing the concrete surface.
Abstract translation: 提供了一种加固型单桩现浇桩基础，通过提高安装钢管的部件的刚度和延展性，增加抗弯矩能力，降低桩基截面积，提高施工性和经济性 以及在构造桩基时，将钢管安装在施加最大载荷的桩的顶部所需的钢筋数量。 一种用于在施工桩基础时施加最大载荷的桩的顶部的刚度和延展性的增强型单桩现浇桩基（100），并且增加抗弯矩抗力包括由许多主增强件（ 141）和环形加强件（142），并且插入到桩基的内部，插入到加强笼的中心的圆柱形钢管（120）和安装到加强笼以安装的钢管安装板（130） 钢管上设有许多颤音管插入孔，用于将混凝土浇注在钢管的内部空间内。 一种加固型单现浇桩基础的施工方法，包括以下步骤：使用挖掘设备，将要建造桩基的施工场地的底部挖掘到计划深度; 在挖掘空间内安装与钢管安装板结合的钢筋笼，将钢管插入加固笼中，放在钢管安装板的中心; 并将颤音管插入钢管安装板上形成的弯曲管插孔，将混凝土注入钢管的内侧，将混凝土浇注在钢管的周向空间中，然后固化混凝土表面。
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