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1. 发明授权

KR100650149B1 밸러스트왜건을 이용한 연속 교량의 콘크리트슬래브 현장 타설 방법 有权
标题翻译：使用压载车将混凝土板放置在连续的桥梁上
公开(公告)号：KR100650149B1
公开(公告)日：2006-11-30
申请号：KR1020060077483
申请日：2006-08-17
申请人： 현대엔지니어링 주식회사
发明人： 배을호 , 김량균 , 이용기 , 강태식
IPC分类号： E01D21/00 , E01D19/12

2. 发明授权

KR100857894B1 선로차량에 적용되는 교량의 슬래브 구조 有权
标题翻译：适用于车辆的桥梁的SLAB结构
公开(公告)号：KR100857894B1
公开(公告)日：2008-09-10
申请号：KR1020080012487
申请日：2008-02-12
申请人： 현대엔지니어링 주식회사 , 한국철도기술연구원
发明人： 윤희택 , 박영곤 , 변윤섭 , 이강원 , 배을호 , 이용기 , 강태식 , 김량균
IPC分类号： E01D19/12 , E01B9/00 , E01D21/00 , E01D101/28
CPC分类号： E01D19/12 , E01B9/00 , E01D21/00 , E01D2101/28
摘要： 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.
摘要翻译：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。

3. 发明授权

KR100840406B1 친환경성 선로형식 도로포장 有权
标题翻译：环境友好的轨道
公开(公告)号：KR100840406B1
公开(公告)日：2008-06-23
申请号：KR1020070109458
申请日：2007-10-30
申请人： 현대엔지니어링 주식회사 , 한국철도기술연구원
发明人： 윤희택 , 박영곤 , 목재균 , 장세기 , 배을호 , 김량균 , 신상호 , 강태식
IPC分类号： E01C1/00 , E01C9/00 , E01C9/02
CPC分类号： E01C1/002 , E01C9/004 , E01C9/02
摘要： 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.
摘要翻译：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）。

4. 发明授权

KR100803558B1 보강형 단일 현장타설말뚝 기초 및 그 시공방법 有权
标题翻译：一种增强单列钻凿岩基础及其施工方法
公开(公告)号：KR100803558B1
公开(公告)日：2008-02-15
申请号：KR1020070092213
申请日：2007-09-11
申请人： 현대엔지니어링 주식회사 , 한국철도기술연구원
发明人： 박영곤 , 윤희택 , 목재균 , 변윤섭 , 배을호 , 강태식 , 김성연 , 김량균
IPC分类号： E01D19/02 , E01D21/00 , E02D27/10 , E02D5/34
CPC分类号： E01D19/02 , E01D21/00 , E02D5/34 , E02D27/10
摘要： 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.
摘要翻译：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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