KR100957995B1 - Rail interval control apparatus for railroad track - Google Patents

Rail interval control apparatus for railroad track Download PDF

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KR100957995B1
KR100957995B1 KR1020080016243A KR20080016243A KR100957995B1 KR 100957995 B1 KR100957995 B1 KR 100957995B1 KR 1020080016243 A KR1020080016243 A KR 1020080016243A KR 20080016243 A KR20080016243 A KR 20080016243A KR 100957995 B1 KR100957995 B1 KR 100957995B1
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South Korea
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rail
bolt
hole
track
present
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KR1020080016243A
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Korean (ko)
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KR20090090782A (en
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김언국
정세운
임종학
왕영호
김태훈
남경우
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광주광역시도시철도공사
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    • H—ELECTRICITY
    • H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G15/00—Cable fittings
    • H02G15/08—Cable junctions
    • H02G15/18—Cable junctions protected by sleeves, e.g. for communication cable
    • H—ELECTRICITY
    • H01—ELECTRIC ELEMENTS
    • H01R—ELECTRICALLY-CONDUCTIVE CONNECTIONS; STRUCTURAL ASSOCIATIONS OF A PLURALITY OF MUTUALLY-INSULATED ELECTRICAL CONNECTING ELEMENTS; COUPLING DEVICES; CURRENT COLLECTORS
    • H01R11/00—Individual connecting elements providing two or more spaced connecting locations for conductive members which are, or may be, thereby interconnected, e.g. end pieces for wires or cables supported by the wire or cable and having means for facilitating electrical connection to some other wire, terminal, or conductive member, blocks of binding posts
    • H01R11/11—End pieces or tapping pieces for wires, supported by the wire and for facilitating electrical connection to some other wire, terminal or conductive member
    • H01R11/22—End pieces terminating in a spring clip
    • H—ELECTRICITY
    • H01—ELECTRIC ELEMENTS
    • H01R—ELECTRICALLY-CONDUCTIVE CONNECTIONS; STRUCTURAL ASSOCIATIONS OF A PLURALITY OF MUTUALLY-INSULATED ELECTRICAL CONNECTING ELEMENTS; COUPLING DEVICES; CURRENT COLLECTORS
    • H01R4/00—Electrically-conductive connections between two or more conductive members in direct contact, i.e. touching one another; Means for effecting or maintaining such contact; Electrically-conductive connections having two or more spaced connecting locations for conductors and using contact members penetrating insulation
    • H01R4/24—Connections using contact members penetrating or cutting insulation or cable strands
    • H01R4/2404—Connections using contact members penetrating or cutting insulation or cable strands the contact members having teeth, prongs, pins or needles penetrating the insulation
    • H01R4/2408—Connections using contact members penetrating or cutting insulation or cable strands the contact members having teeth, prongs, pins or needles penetrating the insulation actuated by clamping screws
    • H—ELECTRICITY
    • H02—GENERATION; CONVERSION OR DISTRIBUTION OF ELECTRIC POWER
    • H02G—INSTALLATION OF ELECTRIC CABLES OR LINES, OR OF COMBINED OPTICAL AND ELECTRIC CABLES OR LINES
    • H02G1/00—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines
    • H02G1/14—Methods or apparatus specially adapted for installing, maintaining, repairing or dismantling electric cables or lines for joining or terminating cables

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  • Machines For Laying And Maintaining Railways (AREA)

Abstract

본 발명은 하부에 장공(111)을 구비하는 한쌍의 결합구(110)와, 상기 결합구(110)의 상부에 각각 형성되며 일단에는 버팀대(121)가 형성되고 타단에는 나사부(122)가 형성된 조절대(120)와, 상기 조절대(120)의 나사부(122)에 나사 결합되는 턴 버클(130)과, 상기 결합구(110)의 장공(111)에 관통되어 결합되는 견인용 볼트(150)와, 상기 견인용 볼트(150)에 나사 결합되는 너트(160)와, 상기 견인용 볼트(150)에 볼트관구멍(142)이 끼워져 결합되며 레일삽입홈(141)을 구비하는 레일 견인구(140)로 구성되어진 철도용 레일의 줄틀림 보수 및 궤도 간격조절장치를 제공하기 위한 것으로, 본 발명은 운반이 용이한 크기와 무게를 가지면서도 한번에 궤간의 조절과 레일의 줄틀림 작업을 가능하게 하는 구조를 갖는 것이어서, 종래의 방법으로 최소 4명이 작업하던 작업인원을 2명으로 줄일 수 있게 되어 50%의 작업인원 절감효과를 갖는 것이다.The present invention is a pair of coupling holes 110 having a long hole 111 at the bottom, and formed on the upper portion of the coupling hole 110, one end is formed with a brace 121 and the other end is formed with a screw 122 Adjusting rod 120, the turn buckle 130 is screwed to the threaded portion 122 of the adjuster 120, and the traction bolt 150 is penetrated through the long hole 111 of the coupler 110 ), A rail pull hole having a nut 160 screwed to the towing bolt 150 and a bolt tube hole 142 fitted to the towing bolt 150, and having a rail insertion groove 141. To provide a twisting repair and track spacing device of the rail for the rail which is composed of 140, the present invention enables the control of the gauge and the twisting of the rail at a time while having a size and weight easy to carry. It has a structure that makes it possible to have at least two people working at least four people in a conventional manner It is possible to reduce the workforce savings of 50%.

또한 종래 공구에 의해 수작업에 의존하던 작업을 본 발명 장치를 사용함으로써 현저한 작업 시간의 단축이 가능하고, 또 단시일의 보수로 시설물 관리를 극대화 있는 매우 유용한 발명인 것이다.In addition, by using the device of the present invention for the work that was dependent on the manual work by the conventional tool, it is possible to remarkably shorten the working time, and it is a very useful invention that maximizes the facility management by the maintenance of a short time.

철도, 레일, 줄틀림, 보수, 궤도, 간격, 조절 Railway, Rail, Twirl, Maintenance, Track

Description

철도용 레일의 줄틀림 보수 및 궤도 간격조절장치{RAIL INTERVAL CONTROL APPARATUS FOR RAILROAD TRACK } Trail repair and track spacing device of railroad rail {RAIL INTERVAL CONTROL APPARATUS FOR RAILROAD TRACK}

본 발명은 철도용 레일의 줄틀림 보수 및 궤도 간격조절장치에 관한 것으로, 더욱 상세하게는 레일과 레일 사이의 간격을 조절하거나, 레일의 줄 틀림을 보수하기 위한 용도로 사용하기 위한 철도용 레일의 줄틀림 보수 및 궤도 간격조절장치에 관한 것이다.The present invention relates to a twisting repair and track spacing device of a rail for rail, and more particularly to the rail rail for use in adjusting the gap between the rail and the rail, or for repairing the rail gap. The present invention relates to warp repair and track spacing device.

일반적으로 철도용 레일은 무거운 중량의 차량이 반복적으로 지나가게 됨으로써 하중과 충격에 의해 조금씩 레일과 레일 사이의 간격(이하 '궤간'이라 한다)이 벌어지거나, 레일의 줄 틀림현상이 발생하게 된다.In general, railway rails are repeatedly passed by a heavy vehicle, the gap between the rails and the rails (hereinafter referred to as 'gap') by the load and impact, or the rails of the rails will occur.

이는 다수의 승객을 싣고 고속으로 주행하는 철도의 특성상 기차의 탈선으로 이어져 대형참사를 유발하게 되며, 따라서 상기와 같은 대형사고를 예방하기 위해서는 평상시 궤도의 상태를 면밀히 점검하고, 궤간이나 레일의 틀림이 발생하였을 시에는 즉각적인 보수가 이루어지도록 하여야 한다.This leads to a train derailment due to the nature of the railroad carrying a large number of passengers and causes large catastrophe. Therefore, in order to prevent such accidents, the track condition is usually checked closely, and the tracks or rails are inadequate. In case of occurrence, immediate repairs should be made.

이처럼 신속한 궤도보수작업을 위해서는 보다 용이하고 효율적인 궤도보수작업용 보조도구, 즉 레일의 줄틀림 보수 및 궤도 간격조절장치의 개발이 매우 필요한 실정이다. 즉 종래의 철도용 궤도의 구조는 영단형 구조와 목침목 구조로 이루어지는데, 상기 영단형 구조의 궤간 및 줄틀림 보수방법은 다음과 같다.Such rapid track repair work requires the development of easier and more efficient track repair aids, that is, the maintenance of the rails and the track gap adjusting device. That is, the conventional railroad track structure is composed of a zero-end structure and a wooden sleeper structure, the gap and the twisting repair method of the zero-end structure is as follows.

먼저 틀림 발생지점으로부터 전후방 5m씩, 10m(침목 16개)의 내외측 레일의 레일크립을 고정시키고 있는 육각볼트를 푼 다음, 상기 레일 내외측의 간격지지대를 고무망치로 두들겨 가며 레일크립을 이동시켜 체결구를 해체한 모든 침목에서 적정 궤간과 줄을 확보하고, 적정한 궤간과 줄을 확보한 후 풀어준 볼트를 조여 보수작업을 완료하게 된다.First, loosen the hexagonal bolts that fix the rail creep of the inner and outer rails of 10 m (16 sleepers), each 5 m forward and backward, and then move the rail creep by tapping the gap support on the inner and outer rails with a rubber hammer. In all sleepers where the fasteners are dismantled, it is possible to secure proper gauges and lines, secure proper gauges and lines, and then tighten the bolts to complete the repair work.

목침목 구조의 궤간 및 줄틀림 보수방법은 다음과 같다.The method for repairing the gauge and twisting of the wooden sleeper structure is as follows.

먼저 틀림 발생지점으로부터 전후방 목침목 2~3장(총 5~7장)의 베이스플레이트의 나사스파이크를 풀어 베이스플레이트를 침목과 분리시킨 다음, 이동코자 하는 지점에 와이어로를 묶고, 체인블럭과 연결시켜 인접 선로나 시설물에 묶는다.First, loosen the screw spikes of 2 ~ 3 pieces of base sleepers (5 ~ 7 pieces) from the wrong place, separate the baseplate from the sleepers, and then tie the wires to the points to be moved and connect them with the chain block. Tied to adjacent tracks or facilities.

다음 체인블럭을 당겨 레일을 이동시키고 적정 위치가 확보되면 베이스플레이트의 펜드롤을 해체하여 레일과 베이스틀레이트를 분리시키게 되고, 목침목에 있는 기존의 스파이크구멍과 새로 뚫는 구멍이 교차되지 않도록 베이스플레이트를 이동시켜 핸드드릴로 나사스파이크가 들어갈 자리에 구멍을 뚫는다. 그리고 최종적으로 나사스파이크를 체결하여 베이스플레이트를 침목에 고정시킨 후 펜드롤을 체결함으로써 작업이 완료된다.When the rail is moved by pulling the chain block and the proper position is secured, the pendulum of the base plate is disassembled to separate the rail and base framerate, and the base plate does not intersect the existing spike hole and the new drilling hole in the neck ties. Use the hand drill to drill a hole in the place where the threaded spike will enter. Finally, the screw spike is fastened to the base plate to fix the sleeper, and then the work is completed by fastening the pen roll.

상기 영단형 구조의 보수방법은 한 지점의 궤간이나 줄의 틀림이 발생하여 보수코자 할 때 영단형 침목의 간격은 625㎜로서 비교적 좁은 간격이므로 지지간격재의 위치 이동으로 레일이 이동될 수 있도록 보수지점 전후의 충분한 거리의 침목을 모두 해체하여야 하며, 또한 모두 수작업으로 볼트를 해체하고 조이며, 지지간격재를 고무망치로 두드려 레일을 움직이므로 작업에 상당한 시간과 인력이 소요되는 단점을 갖는다.The repair method of the zero-end structure has a gap between the tracks and the strings at one point, and the interval between the zero-type sleepers is 625 mm, which is a relatively narrow interval, so that the rail can be moved by moving the support spacer. All of the sleepers of sufficient distance before and after must be dismantled, and all of them have to be dismantled and tightened by hand, and since the rail is moved by tapping the support spacer with a rubber hammer, it takes a considerable time and manpower to work.

목침목 구조의 보수방법은 상당한 중량의 침목 자체를 이동시키는 대형장비가 없기 때문에 임시방편으로 체인블럭을 이용하여 레일을 이동시키고 있으나 체인블럭은 당기는 작업만 할 수 있을 뿐 미는 작업은 불가하고, 만약 보수지점에 체인블럭을 묶을 인접 선로나 시설물이 없는 지점에서는 시행이 불가능한 단점을 갖는다.In the repair method of the wooden sleeper structure, since there is no large equipment to move the sleeper itself of considerable weight, the rail is moved by using the chain block as a temporary measure, but the chain block can only pull the operation but cannot push it. There is a disadvantage that it is impossible to implement at the point where there is no adjacent track or facility to tie the chain block to the repair point.

결국 현재의 궤간 및 줄틀림 보수방법은 인력과 수작업공구만을 이용해서 작업이 이루어지고 있으며, 궤간 및 줄맞춤 작업시 체결구 지지간격재가 침목과 레일As a result, the current gap and twisting repair method is performed by using only manpower and hand tools.

사이에 밀착되어 있어 고무망치로 치는 작업시간이 많이 소요되어 작업능률 현저히 저하되는 단점을 갖는다. 이는 1일 4시간 4명 작업, 연 30여 개소 보수에 불가한 수준이다.Since it is in close contact with the rubber hammer takes a lot of work time has a disadvantage that the work efficiency is significantly reduced. This is impossible for four hours of work per day for four people and over 30 repairs per year.

본 발명은 상기와 같은 문제점을 해결하기 위해 레일을 밀고 당길 수 있는 구조의 철도용 레일의 줄틀림 보수 및 궤도 간격조절장치를 개발함으로써 기존의 방법을 활용하는 보수작업보다 소요되는 시간과 인력을 현저히 절감시킬 수 있는 것이다. The present invention significantly reduces the time and manpower required for maintenance work using the conventional method by developing a twisting repair and track spacing device of the rail rail structure of the structure that can push and pull the rail to solve the above problems. You can save.

또한 차량기지 목침목에서의 궤간과 줄틀림 보수시 기존의 체인블럭을 이용할 필요 없이 본 발명 철도용 레일의 줄틀림 보수 및 궤도 간격조절장치를 활용하게 됨으로써 작업이 용이해지고 체인블럭으로는 불가능한 작업 환경에서도 작업을 가능하게 하였다.In addition, it is easy to work by using the torsion repair and track spacing device of the rail of the present invention without the need to use the existing chain block when the track and the line repair in the sleeper of the vehicle base sleeper, the working environment impossible with the chain block Work was also possible at.

본 발명은 운반이 용이한 크기와 무게를 가지면서도 한번에 궤간의 조절과 레일의 줄틀림 작업을 가능하게 하는 구조를 갖는 것이어서, 종래의 방법으로 최소 4명이 작업하던 작업인원을 2명으로 줄일 수 있게 되어 50%의 작업인원 절감효과를 갖는 것이다.The present invention has a size and weight that is easy to carry, but has a structure that allows the control of the gauge and the twisting of the rails at a time, so that at least four working people can be reduced to two by the conventional method It has a 50% workforce reduction effect.

또한 종래 공구에 의해 수작업에 의존하던 작업을 본 발명 장치를 사용함으로써 현저한 작업 시간의 단축이 가능하고, 또 단시일의 보수로 시설물 관리를 극대화 있는 매우 유용한 발명인 것이다.In addition, by using the device of the present invention for the work that was dependent on the manual work by the conventional tool, it is possible to remarkably shorten the working time, and it is a very useful invention that maximizes the facility management by the maintenance of a short time.

이하 첨부된 도면에 의해 본 발명을 상세히 설명하면 다음과 같다.Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

본 발명 궤도 간격조절장치(100)는 하부에 장공(111)을 구비하는 한 쌍의 결합구(110)와, 상기 결합구(110)의 상부에 각각 형성되며 일단, 즉 바깥쪽으로는 버팀대(121)가 형성되고 타단, 즉 안쪽으로는 나사부(122)가 형성된 조절대(120)와, 상기 조절대(120)의 나사부(122)에 나사 결합되는 턴 버클(130)과, 상기 결합구(110)의 장공(111)에 관통되어 결합되는 견인용 볼트(150)와, 상기 견인용 볼트(150)에 나사 결합되는 너트(160)와, 상기 견인용 볼트(150)에 볼트관구멍(142)이 끼워져 결합되며 레일삽입홈(141)을 구비하는 레일 견인구(140)로 구성된다.The orbital gap adjusting device 100 of the present invention is a pair of coupling holes 110 having a long hole 111 at the bottom, and formed on the upper portion of the coupling hole 110, respectively, that is, brace 121 to the outside ) Is formed and the other end, that is, the adjuster 120 is formed with a screw 122 inward, the turn buckle 130 is screwed to the threaded portion 122 of the adjuster 120, and the coupling sphere 110 Traction bolt 150 penetrated and coupled to the long hole 111 of the), the nut 160 screwed to the traction bolt 150, and the bolt pipe hole 142 in the traction bolt 150 The fitting is coupled and consists of a rail tow 140 having a rail insertion groove 141.

상기 버팀대(121)는 조절대(120)의 일단에 결합되어지되 지지편(121a)에 의해 지지되도록 결합되고, 상기 조절대(120)는 지지편(110a)에 의해 결합구(110)에 보다 안정적인 지지가 가능하도록 결합될 수도 있다.The brace 121 is coupled to one end of the adjuster 120, but is coupled to be supported by the support piece (121a), the adjuster 120 is coupled to the coupler 110 by the support piece (110a) It may be combined to allow stable support.

상기 턴 버클(130)은 양쪽에 형성된 조절대(120)의 나사부(122)에 각각 나사 결합되며, 중앙에는 지렛대 기능을 하는 공구가 삽입될 수 있는 통공(130a)이 형성된 구조이다. 따라서 상기 턴 버클(130)을 회전시키게 되면 턴 버클(130)의 회전방향에 따라 한 쌍의 조절대(120)가 안쪽으로, 또는 바깥쪽으로 늘어나거나 줄어들게 되는데 레일(A)의 궤간을 늘이고 싶은 경우에는 조절대(120)를 바깥쪽으로 늘어나도록 턴 버클(130)을 회전시키고, 반대로 레일(A)의 궤간을 줄이고 싶은 경우에는 조절대(120)를 안쪽으로 줄어들도록 턴 버클(130)을 회전시키면 된다.The turn buckle 130 is screwed to each of the threaded portion 122 of the adjuster 120 formed on both sides, the center has a structure in which a through-hole 130a into which a tool that functions as a lever can be inserted. Accordingly, when the turn buckle 130 is rotated, the pair of adjusters 120 extends or contracts inwardly or outwardly depending on the rotational direction of the turnbuckle 130. If you want to rotate the turn buckle 130 to extend the adjuster 120 to the outside, on the contrary, if you want to reduce the gap of the rail (A) by rotating the turn buckle 130 to reduce the adjuster 120 inward do.

단 레일(A)의 궤간을 줄이고 싶은 경우에는 먼저 레일 견인구(140)을 레일(A)에 결합하여 견인용 볼트(150)와 너트(160)에 의해 레일(A)을 고정한 다음 조절대(120)를 안쪽으로 당겨서 조절하게 된다.However, if you want to reduce the gap of the rail (A) first, the rail tow 140 is coupled to the rail (A) to secure the rail (A) by the towing bolt 150 and nut 160, then adjust the 120) by pulling inward.

상기 결합구(110)의 장공(111)은 상기 장공(111)에 관통되어 결합되는 견인용 볼트(150)가 상하로 유동(遊動)가능토록 결합하기 위한 것으로, 이는 레일 견인구(140)의 레일삽입홈(141)을 레일(A) 하단 돌출부에 걸고자 할 때 높낮이 조절을 가능하게 하기 위한 것이다.The long hole 111 of the coupler 110 is to be coupled so that the traction bolt 150 which is penetrated and coupled to the long hole 111 so as to be movable up and down, which is of the rail tow 140 When the rail insertion groove 141 is to be hooked to the rail (A) bottom projection is to enable height adjustment.

상기와 같은 본 발명 궤도 간격조절장치(100)를 이용한 영단형 구조의 보수작업방법은 다음과 같다.Repair operation method of the zero-stage structure using the present invention track spacing device 100 as described above is as follows.

먼저 전후방 침목 3~4개(총 6~8개)의 내외측 레일(A)의 레일크립을 고정시키고 있는 육각볼트를 풀고 조절대(120) 전체 길이를 30㎜ 정도 줄인 상태에서 본 발명 궤도 간격조절장치(100)를 레일과 레일 사이에 대고 조절대(120) 맨 끝, 즉 버팀대(121)를 레일의 안쪽에 대고 턴 버클(130)을 회전시켜 조절대(120)의 전체길이를 늘리게 되고, 상기 조절대(120)의 늘어난 길이만큼 양측 레일(A)을 밖으로 밀려나면서 궤간이 조절되어지는 것이다.First, loosen the hex bolts that secure the rail creep of the inner and outer rails (A) of the front and rear sleepers 3 to 4 (6 to 8 in total) and reduce the length of the adjuster 120 by about 30 mm. Place the adjuster 100 between the rails and the rail, the end of the adjuster 120, that is, the brace 121 against the inside of the rail, and turn the turn buckle 130 to increase the overall length of the adjuster 120. The gap is pushed out while the rails A are pushed out by the length of the control unit 120.

반대로 레일(A)을 안쪽으로 끌어당길 때에는 레일 견인구(140)를 이용하게 되는데, 레일 견인구(140)의 레일 삽입홈(141)을 레일(A) 하단 돌출부에 걸고 턴 버클(130)을 회전시켜 조절대(120)의 길이를 줄여 궤간을 줄일 수 있다.On the contrary, when the rail (A) is pulled inward, the rail tow 140 is used, and the rail insertion groove 141 of the rail tow 140 hangs on the lower protrusion of the rail (A) and the turn buckle 130 By reducing the length of the adjuster 120 by rotating it can reduce the gap.

본 발명 궤도 간격조절장치(100)를 이용한 목침목 구조의 보수작업방법은 다음과 같다.Repairing method of the wooden sleeper structure using the track space adjusting apparatus 100 of the present invention is as follows.

먼저 틀림 발생지점으로부터 전후방 목침목 2~3개(총 5~7개)의 베이스플레이 트의 나사스파이크를 풀어 베이스플레이트를 침목과 분리시키고, 본 발명 궤도 간격조절장치(100)를 레일과 레일 사이에 대고 조절대(120) 맨 끝, 즉 버팀대(121)를 레일의 안쪽에 대고 턴 버클(130)을 회전시켜 조절대(120)의 전체길이를 늘리게 되고, 상기 조절대(120)의 늘어난 길이만큼 양측 레일(A)을 밖으로 밀려나면서 궤간이 조절되어지는 것이다.First, loosen the screw spikes of the front and rear neck sleepers 2 to 3 (5-7 total) from the wrong place, and separate the base plate from the sleeper, the track gap adjusting device 100 of the present invention between the rail and the rail At the very end of the adjuster 120, that is, the brace 121 against the inside of the rail, the turn buckle 130 is rotated to increase the overall length of the adjuster 120, and the length of the adjuster 120 is increased. As long as both rails (A) are pushed out, the gauge is adjusted.

물론 반대로 레일(A)을 안쪽으로 끌어당길 때에는 레일 견인구(140)를 이용하게 되는데, 레일 견인구(140)의 레일 삽입홈(141)을 레일(A) 하단 돌출부에 걸고 턴 버클(130)을 회전시켜 조절대(120)의 길이를 줄여 궤간을 줄일 수 있다.On the contrary, when the rail (A) is pulled inward, the rail tow 140 is used, and the rail insertion groove 141 of the rail tow 140 hangs on the lower protrusion of the rail A and the turn buckle 130 By rotating the reducing the length of the adjuster 120 can reduce the gap.

상기한 방법에 의해 영단형 구조와 목침목 구조의 궤도 간격조절 및 레일 줄 틀림 보수작업을 한 결과 다음 표 1과 같은 결과를 얻을 수 있었다.As a result of the above-described method, the track spacing control and the rail row repair work of the English-stage structure and the sleeper structure were obtained as shown in Table 1 below.

[표 1]TABLE 1

Figure 112008013287463-pat00001
Figure 112008013287463-pat00001

이처럼 본 발명 궤도 간격조절장치(100)를 이용함으로써 궤도 간격조절 및 레일 줄 틀림 보수작업을 매우 신속하고 안정적이면서 효율적으로 완료할 수 있는 것이다.Thus, by using the track gap adjusting device 100 of the present invention it is possible to complete the track gap adjustment and rail joule repair work very quickly and stably and efficiently.

도 1 - 본 발명 궤도 간격조절장치를 도시한 분리 사시도.1-an exploded perspective view showing the track gap adjusting device of the present invention.

도 2 - 도 1의 결합 사시도.2-perspective view of the combination of FIG.

도 3 - 도 1의 V-V선 단면도.3-V-V line sectional drawing of FIG.

도 4 - 본 발명에 있어서 레일을 밀어서 간격을 조절하기 위한 상태를 보이기 위한 참고도.4-reference diagram for showing a state for adjusting the gap by pushing the rail in the present invention.

도 5 - 본 발명에 있어서 레일을 당겨서 간격을 조절하기 위한 상태를 보이기 위한 참고도.5-reference diagram for showing a state for adjusting the gap by pulling the rail in the present invention.

* 도면의 주요부분에 대한 부호의 설명DESCRIPTION OF THE REFERENCE NUMERALS

100: 본 발명 궤도 간격조절장치100: the track spacing device of the present invention

110: 결합구 110a: 지지편110: coupling member 110a: support piece

111: 장공(長孔) 120: 조절대111: long gong 120: adjusting rod

121: 버팀대 121a: 지지편121: brace 121a: support

122: 나사부 130: 턴 버클(turn buckle)122: screw portion 130: turn buckle

130a: 통공 140: 레일 견인구130a: through hole 140: rail drawer

141: 레일삽입홈 142: 볼트관통구멍141: rail insertion groove 142: bolt through hole

150: 견인용 볼트 160: 너트150: towing bolt 160: nut

A: 레일A: rail

Claims (1)

레일(A)의 내측에 위치하는 한 쌍의 결합구(110)와, 상기 결합구(110)의 상부에 일단이 결합되고 타단에는 나사부(122)가 형성된 조절대(120)와, 상기 조절대(120)의 나사부(122)에 나사결합되는 턴 버클(130)과, 상기 결합구(110)의 하부에 결합되는 견인용 볼트(150) 및 너트(160)와, 상기 견인용 볼트(150)에 볼트관구멍(142)이 끼워져 레일(A)의 외측에 위치하도록 결합되는 레일삽입홈(141)을 구비하는 레일 견인구(140)로 구성되는 철도용 레일의 줄틀림 보수 및 궤도 간격조절장치에 있어서,A pair of coupling holes 110 located inside the rail (A), one end is coupled to the upper portion of the coupling hole 110, the other end of the control unit 120 is formed with a screw portion 122, and the adjustment table Turn buckle 130 is screwed to the threaded portion 122 of the 120, the towing bolt 150 and nut 160 coupled to the lower portion of the coupler 110, and the towing bolt 150 Trail repair and track spacing device of a rail for rails consisting of a rail tow 140 having a rail insertion groove 141 which is inserted into a bolt tube hole 142 to be positioned outside the rail A. To 상기 각 조절대(120)의 양단에는 레일(A)의 중간 내측을 지지하기 위한 버팀대(121)가 형성되어지되 상기 버팀대(121)는 결합구(110)의 바깥쪽 상부에 형성되는 지지편(121a)에 의해 지지되도록하고, 상기 각 결합구(110)의 바깥쪽 하부에는 장공(111)이 형성되어 견인용 볼트(150)가 관통되어 너트(160)에 의해 결합되도록 하되 안쪽 상단에 레일삽입홈(141)을 구비하는 레일 견인구(140)도 견인용 볼트(150)에 의해 결합구(110)의 바깥쪽에 형성되도록 구성되어짐을 특징으로 하는 철도용 레일의 줄틀림 보수 및 궤도 간격조절장치.At both ends of each of the adjusters 120, a brace 121 for supporting the middle inside of the rail (A) is formed, but the brace 121 is a support piece formed on the outer upper portion of the coupler 110 ( 121a), and a long hole 111 is formed at the outer lower portion of each coupling hole 110 so that the towing bolt 150 is penetrated and coupled by the nut 160, and the rail is inserted into the upper upper portion. Trail repair and track spacing device of the rail for rails, characterized in that the rail tow 140 having a groove 141 is also configured to be formed on the outside of the coupler 110 by the towing bolt 150 .
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KR101621920B1 (en) * 2014-07-08 2016-05-17 한국철도기술연구원 Apparatus for Supporting Guide Rail of Magnetic Levitation Train
KR101621923B1 (en) * 2014-07-08 2016-05-18 한국철도기술연구원 Track Structure for Magnetic Levitation Train Capable of Height Control of Guide Rail
KR101943267B1 (en) * 2018-04-19 2019-01-29 (주)심팩홀딩스 Apparatus for fixing and adjusting track gauge of railway
CN111648172A (en) * 2019-12-10 2020-09-11 中国铁道科学研究院集团有限公司铁道建筑研究所 Dragging type transverse deviation rectifying tool for ballastless track structure

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KR101590629B1 (en) * 2015-03-19 2016-02-01 이강솔루션 (주) Equipment to fix sleeper for railroad bridge and method to fix sleeper using the same
CN111648171B (en) * 2019-12-10 2021-12-24 中国铁道科学研究院集团有限公司铁道建筑研究所 Pulling type transverse deviation rectifying method for ballastless track structure
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JP2007247328A (en) * 2006-03-17 2007-09-27 Hokkaido Railway Co Gage adjuster

Cited By (4)

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KR101621920B1 (en) * 2014-07-08 2016-05-17 한국철도기술연구원 Apparatus for Supporting Guide Rail of Magnetic Levitation Train
KR101621923B1 (en) * 2014-07-08 2016-05-18 한국철도기술연구원 Track Structure for Magnetic Levitation Train Capable of Height Control of Guide Rail
KR101943267B1 (en) * 2018-04-19 2019-01-29 (주)심팩홀딩스 Apparatus for fixing and adjusting track gauge of railway
CN111648172A (en) * 2019-12-10 2020-09-11 中国铁道科学研究院集团有限公司铁道建筑研究所 Dragging type transverse deviation rectifying tool for ballastless track structure

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