KR101061078B1 - Elastic pad for concrete track turnout - Google Patents

Elastic pad for concrete track turnout Download PDF

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Publication number
KR101061078B1
KR101061078B1 KR1020100137716A KR20100137716A KR101061078B1 KR 101061078 B1 KR101061078 B1 KR 101061078B1 KR 1020100137716 A KR1020100137716 A KR 1020100137716A KR 20100137716 A KR20100137716 A KR 20100137716A KR 101061078 B1 KR101061078 B1 KR 101061078B1
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South Korea
Prior art keywords
elastic pad
rail
hole
concrete track
fastening device
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KR1020100137716A
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Korean (ko)
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황광하
전세곤
윤병현
백인혁
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삼표이앤씨 주식회사
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    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B9/00—Fastening rails on sleepers, or the like
    • E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
    • E01B9/685—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape
    • E01B9/688—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair characterised by their shape with internal cavities
    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
    • E01B19/003—Means for reducing the development or propagation of noise

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Railway Tracks (AREA)

Abstract

PURPOSE: An elastic pad for a concrete track turnout is provided to absorb vibration, noise and lower shock in operation of a railroad vehicle by generating uniform sagging of a rail by adjusting an elastic pad according to a contact area with an upper plate and a load condition supporting the rail. CONSTITUTION: An elastic pad for a concrete track turnout comprises an elastic pad, a first hole and second holes. The elastic pad generally has a square shape. At least one first hole is formed on the elastic pad. The second holes are respectively arranged on both surfaces of the first hole. The second hole is formed in any one of a circle, an ellipse, an open shape according to a rail fastening device. The elastic pad comprises a bending part, which is bent downwardly from the center in the installation direction of the rail. The elastic pad comprises a cutting unit. The cutting unit cuts both ends in a given shape.

Description

콘크리트 궤도 분기기용 탄성패드{elastic pad for concrete track turnout}Elastic pad for concrete track turnout

본 발명은 콘크리트 궤도 분기기용 탄성패드에 관한 것으로, 특히 철도레일이 안착되는 레일 체결장치의 상판 하부에 탄성 재질의 완충부재를 상판 하부와의 접촉면적을 고려하여 하중조건에 따른 탄성패드에 다양한 홀을 천공하여 상판 하부와 접촉면적을 달리하여 레일을 지지하는 하중조건에 따라 탄성패드를 조정하여 레일의 균일 처짐을 발생시켜 철도차량의 운행시의 진동 및 소음, 하부 충격을 흡수하여 레일 침목과 레일 체결장치의 주요기능 및 수명을 증대시키는 콘크리트 궤도 분기기용 탄성패드에 관한 것이다.The present invention relates to an elastic pad for a concrete track splitter, and in particular, a variety of holes in the elastic pad according to the load conditions in consideration of the contact area with the lower portion of the upper plate of the elastic material in the upper plate lower portion of the rail fastening device seated railroad rail By adjusting the elastic pad according to the load condition supporting the rail by changing the contact area with the lower part of the upper plate and generating uniform deflection of the rail, absorbing vibration, noise and lower impact during the operation of the railroad car. The present invention relates to an elastic pad for a track divider for increasing the main function and life of a fastening device.

일반적으로 철도레일 체결장치는 레일을 침목에 고정하기 위하여 레일의 분기기 등에 레일의 간격 조절 및 견고한 지지를 위하여 침목 상면에 설치된다.In general, railway rail fastening device is installed on the upper surface of the sleeper for adjusting the gap of the rail and the rigid support for fixing the rail to the sleeper.

여기서, 통상적인 종래의 철도레일 체결장치는 도 1에 도시된 바와 같이, 상면에 레일(2')이 안착되는 상판(10')과 팬드롤 클립(32')이 결합되고, 상기 상판(10') 상면에 상기 레일(2')이 안착되는 소정의 간격을 가지고 양측에 장착되는 클립지지대(31')로 구성된다.Here, in the conventional conventional railway rail fastening apparatus, as shown in Figure 1, the upper plate 10 'and the pedroll roll clip 32' is coupled to the upper plate 10 'on which the rail 2' is seated, the upper plate 10 ') Is composed of a clip support (31') mounted on both sides with a predetermined interval on which the rail (2 ') is seated on the upper surface.

즉, 도 2에 도시된 바와 같이, 침목(1') 상면에 설치되는 상판(10') 상면에 레일(2')을 안착시킨 후, 상기 클립 지지대(31')에 결합된 팬드롤 클립(32')에 의해 상기 레일(2')의 하부가 지지되어 철도의 분기기에 체결 고정되는 것이다.That is, as shown in Figure 2, after mounting the rail (2 ') on the upper surface of the upper plate 10' is installed on the upper surface of the sleeper (1 '), the pod roll clip coupled to the clip support (31') ( 32 '), the lower part of the rail 2' is supported and fastened to the branch of the railway.

상기한 바와 같은 구성으로 이루어진 종래의 철도레일 체결장치는 상기 상판(10') 및 클립지지대(31')가 철재 등과 같은 금속재로 일체로 형성되어 있으므로, 철도차량이 레일(2')을 주행하거나 정차할 경우에 발생되는 진동에 의한 충격이 레일(2')의 하부를 지지하여 고정하는 팬드롤 클립(32')이나 체결장치의 하부에 설치되는 침목(1')에 직접 전달되는 폐단이 있었다.In the conventional railway rail fastening device having the configuration as described above, since the upper plate 10 'and the clip support 31' are integrally formed of a metal material such as steel, the railway vehicle runs the rail 2 'or There was a closed end where the shock caused by the vibration generated when the vehicle was stopped is directly transmitted to the pad roll clip 32 'for supporting and fixing the lower part of the rail 2' or the sleeper 1 'installed at the lower part of the fastening device. .

즉, 레일을 통과하는 철도차량의 심한 진동 등에 따른 충격으로 인하여 팬드롤 클립(32')이 쉽게 파손되어 레일(2')의 체결력이 저하되고, 철도레일 체결장치를 지지하는 침목(1')은 오랜 기간 반복하여 사용할 경우 쉽게 파손되어 철도차량의 주행이나 정차중 발생되는 진동과 소음이 더욱 증대되는 문제점이 있었다.That is, the panda roll clip 32 'is easily damaged due to the impact caused by the severe vibration of the railroad car passing through the rail, and thus the fastening force of the rail 2' is lowered, and the sleeper 1 'supporting the railroad rail fastening device. When used repeatedly for a long time, there is a problem in that the vibration and noise generated during driving or stopping of the railway vehicle are further increased.

또한, 철도차량이 운행중 발생되는 진동은 철도차량의 차체에도 전달되어 차체의 주요기능부를 손상시키는 문제가 있었다.In addition, the vibration generated during the operation of the railway vehicle is also transmitted to the vehicle body of the railway vehicle, there is a problem that damages the main functional portion of the vehicle body.

따라서, 철도레일 체결장치와 침목의 유지 및 보수에 많은 경비가 소요되며, 철도차량 주행중 인명사고가 발생할 위험성이 있는 폐단이 있었다.Therefore, a lot of expenses are required for the maintenance and repair of railroad rail fastening devices and sleepers, and there was a danger that a human accident may occur while driving a railroad car.

이에, 상기한 바와 같은 제문제점을 해결하기 위해 등록실용신안 20-0235976호 방진용 철도레일 체결장치가 제안되었다.Accordingly, in order to solve the problems described above, the registration utility model 20-0235976 dustproof railway rail fastening device has been proposed.

상기한 방진용 철도레일 체결장치는 도 3에 도시된 바와 같이, 침목(1)의 상면에 설치되며, 본체 중앙에 소정의 넓이로 상하부가 개구되는 상판(10)과; 탄성 재질로 형성되며, 내부에는 길이방향으로 관통 형성된 삽입홈(21)이 형성되며, 상기 상판(10)에 일체로 부착되는 완충부재(20)와; 레일(2)의 하부를 지지하여 고정하는 팬드롤 클립(32)이 결합되는 클립지지대(31)가 상기 레일(2)을 안착할 수 있는 소정의 간격을 가지고, 양측에 형성되며, 상기 완충부재(20)가 결합되는 흡음유도공(33)이 천공되어, 상기 완충부재(20)가 상면에 소정의 두께로 위치되도록 장착되는 클립연결부재(30)로 구성됨을 특징으로 한다.The anti-vibration railway rail fastening device, as shown in Figure 3, is installed on the upper surface of the sleeper (1), the upper plate 10, the upper and lower portions opening in a predetermined width in the center of the main body; It is formed of an elastic material, there is formed in the insertion groove 21 is formed penetrating in the longitudinal direction, the buffer member 20 is integrally attached to the upper plate (10); The clip support 31 to which the panda roll clip 32 for supporting and fixing the lower part of the rail 2 is coupled is formed at both sides with a predetermined interval to seat the rail 2, and the buffer member Sound-absorbing induction hole 33 is coupled to the 20 is drilled, characterized in that the buffer member 20 is composed of a clip connection member 30 is mounted so as to be positioned to a predetermined thickness on the upper surface.

상기한 바와 같은 구성으로 이루어진 종래의 방진용 철도레일 체결장치는 철도레일이 안착되는 레일 체결장치의 상판에 고무 등과 같은 탄성 재질의 완충부재를 상판 일체로 장착하여 운행시의 진동 및 소음, 하부충격을 흡수하는 구조로, 레일을 지지하는 하중조건에 따른 상판의 탄성 조정이 불가하며, 적정 탄성계수를 조정하기 위해서는 상판을 일체로 교체해야 하며, 하중에 대한 레일의 균일 처짐을 발생시키기 어려우며, 제작 및 유지보수가 어려울 뿐만 아니라 제작 및 유지보수에 과대한 비용이 발생되는 문제점이 있다.Conventional anti-vibration railway rail fastening device having the configuration as described above is mounted on the upper plate of the rail fastening device on which the railway rail is seated integrally mounted with a buffer member of an elastic material, such as rubber, the upper plate integrated vibration, noise, lower impact This structure absorbs the top plate, and it is impossible to adjust the elasticity of the top plate according to the load condition supporting the rail.In order to adjust the proper elastic modulus, the top plate should be replaced integrally, and it is difficult to produce the uniform deflection of the rail against the load. And not only difficult to maintain, there is a problem that excessive costs are generated in the production and maintenance.

이에, 본 발명은 상기한 바와 같은 제문제점을 해결하기 위해 안출된 것으로서, 철도레일이 안착되는 레일 체결장치의 상판 하부에 탄성 재질의 완충부재를 상판과의 접촉면적을 고려하고, 하중조건에 따른 탄성패드에 다양한 홀을 천공하여 상판과 접촉면적 및 레일을 지지하는 하중조건에 따라 탄성패드를 조정하여 레일의 균일 처짐을 발생시켜 철도차량의 운행시의 진동 및 소음, 하부 충격을 흡수하여 레일 침목과 철도레일 체결장치의 주요기능 및 수명을 증대시키도록 한 콘크리트 궤도 분기기용 탄성패드를 제공하는데 그 목적이 있다.Therefore, the present invention has been made to solve the problems described above, considering the contact area with the upper surface of the buffer member of the elastic material in the upper plate lower portion of the rail fastening device is seated railroad rail, according to the load conditions By drilling various holes in the elastic pad and adjusting the elastic pad according to the load condition supporting the upper plate, the contact area and the rail, the rails are uniformly deflected to absorb the vibration, noise and lower impact during the operation of railroad cars. It is an object of the present invention to provide an elastic pad for a concrete track turner to increase the main function and life of the railroad rail fastening device.

상기한 목적을 달성하기 위한 본 발명에 따른 철도레일용 탄성패드는 전체적으로 사각형상으로 이루어진 탄성패드와; 상기 탄성패드의 내부에 적어도 하나 이상이 천공 형성된 홀과; 상기 홀의 양측면에 각각 배치됨과 동시에 천공 형성된 홀로 구성됨을 특징으로 한다.Elastic pad for railroad rail according to the present invention for achieving the above object is an elastic pad made of a rectangular shape as a whole; At least one hole formed in the elastic pad in the at least one hole; It is characterized in that it is disposed on both sides of the hole and at the same time consisting of holes formed perforated.

이상에서 설명한 바와 같이, 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드는 철도레일이 안착되는 레일 체결장치의 상판 하부에 탄성 재질의 완충부재를 상판 하부와의 접촉면적을 고려하여 하중조건에 따른 탄성패드에 다양한 홀을 천공하여 상판 하부와 접촉면적을 달리하여 레일을 지지하는 하중조건에 따라 탄성패드를 조정하여 레일의 균일 처짐을 발생시켜 철도차량의 운행시의 진동 및 소음, 하부 충격을 흡수하여 레일 침목과 철도레일 체결장치의 주요기능 및 수명이 증대되며, 승차감 및 운행 안정성이 증대되는 이점이 있다.As described above, the elastic pad for the concrete track splitter according to the present invention is an elastic pad according to the load conditions in consideration of the contact area with the bottom of the upper plate of the cushioning member of the elastic material in the upper plate lower portion of the rail fastening device seated railroad rail By varying the contact area with the lower part of the upper plate by drilling various holes in the hole, the elastic pads are adjusted according to the load conditions to support the rails to generate uniform deflection of the rails. The main function and lifespan of sleepers and railway rail fastening devices are increased, and there is an advantage in that riding comfort and driving stability are increased.

도 1은 종래의 철도레일 체결장치를 도시한 사시도 1,
도 2는 종래의 철도레일 체결장치를 도시한 단면도,
도 3은 종래의 방진용 철도레일 체결장치를 도시한 사시도,
도 4는 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드의 면적에 따른 하중과 변위의 관계를 도시한 개념도,
도 5는 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드에 적용된 접촉면적 제어법을 도시한 개념도,
도 6은 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드의 동일강성유도를 도시한 그래프,
도 7은 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드를 도시한 실시예.1 is a perspective view showing a conventional railway rail fastening device 1,
Figure 2 is a cross-sectional view showing a conventional railway rail fastening device,
Figure 3 is a perspective view of a conventional anti-vibration railway rail fastening device,
4 is a conceptual diagram showing the relationship between the load and the displacement according to the area of the elastic pad for concrete track splitter according to the present invention,
5 is a conceptual diagram illustrating a contact area control method applied to an elastic pad for a concrete track splitter according to the present invention;
Figure 6 is a graph showing the same stiffness induction of the elastic pad for concrete track splitter according to the present invention,
7 is an embodiment showing an elastic pad for a concrete track splitter according to the present invention.

이하, 본 발명을 첨부한 예시도면을 참조하여 상세히 설명한다.Hereinafter, with reference to the accompanying drawings, the present invention will be described in detail.

도 4는 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드의 면적에 따른 하중과 변위의 관계를 도시한 개념도이고, 도 5는 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드에 적용된 접촉면적 제어법을 도시한 개념도이며, 도 6은 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드의 동일강성유도를 도시한 그래프이며, 도 7은 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드를 도시한 실시예이다.Figure 4 is a conceptual diagram showing the relationship between the load and the displacement according to the area of the elastic pad for a concrete track splitter according to the present invention, Figure 5 is a conceptual diagram showing a contact area control method applied to the elastic pad for a concrete track splitter according to the present invention. 6 is a graph showing the same stiffness induction of the elastic pad for a concrete track splitter according to the present invention, Figure 7 is an embodiment showing the elastic pad for a concrete track splitter according to the present invention.

이들 도면에 도시된 바와 같이, 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드(P)는 전체적으로 사각형상으로 이루어진 탄성패드(10)와; 상기 탄성패드(10)의 내부에 적어도 하나 이상이 정원으로 천공 형성된 홀(20)과; 상기 홀의 양측면에 각각 배치됨과 동시에 타원형상으로 천공 형성된 홀(30)로 구성된다.As shown in these figures, the elastic pad (P) for a concrete track splitter according to the present invention includes an elastic pad (10) consisting of a rectangular shape as a whole; At least one hole 20 formed in the elastic pad 10 in a perforated garden; The holes 30 are disposed on both sides of the hole and at the same time formed of holes 30 formed in an elliptical shape.

여기서, 상기 홀(30)은 레일 체결장치에 따라 원형, 타원형, 개방형 중의 어느 하나의 형상으로 형성된다.Here, the hole 30 is formed in any one of a circular, elliptical, open type according to the rail fastening device.

또한, 상기 탄성패드(10)는 레일 설치방향으로 가운데를 기준으로 하향으로 일정한 각도로 절곡부(40)가 형성된 구조이다.In addition, the elastic pad 10 has a structure in which the bent portion 40 is formed at a predetermined angle downward from the center in the rail installation direction.

그리고 상기 탄성패드(10)는 그 양단부가 일정한 형상으로 절취되는 절취부(50)가 형성된 구조이다.In addition, the elastic pad 10 has a structure in which a cutout portion 50 having both ends thereof cut in a predetermined shape is formed.

또한, 상기 탄성패드(10)는 EPDM 또는 폴리우레탄 재질로 형성된다.In addition, the elastic pad 10 is formed of EPDM or polyurethane.

이하, 상기한 바와 같은 구성으로 이루어진 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드의 제조에 대해 설명한다.Hereinafter, the production of the elastic pad for a concrete track splitter according to the present invention having the configuration as described above.

본 발명에 따른 콘크리트 궤도 분기기용 탄성패드 제조방법은 철도 레일이 안착되는 레일 체결장치의 상판 하부에 탄성 재질의 완충부재인 탄성패드(10)를 설치하되, 상기 탄성패드(10)는 상판 하부와의 접촉면적을 고려하여 하중조건에 따라 상기 탄성패드(10)에 다양한 형상의 홀(20)을 형성하고, 상기 탄성패드(10)에 원형, 타원형, 개방형 중의 어느 하나의 형상으로 홀(30)을 형성하며, 상기 탄성패드(10)의 소정의 위치에 절곡부(40)와 절취부(50)를 형성하여, 상판 하부에 설치되는 탄성패드(10)의 접촉면적을 다르게 하여 레일을 지지하는 하중조건에 따른 탄성패드(10)를 조정하여 레일의 균일 처짐을 발생시키는 것이다.In the elastic pad manufacturing method for a concrete track splitter according to the present invention, an elastic pad 10, which is a cushioning member made of an elastic material, is installed on a lower portion of an upper plate of a rail fastening device on which a railway rail is seated. The hole 20 having various shapes is formed in the elastic pad 10 in consideration of the contact area of the elastic pad 10, and the hole 30 is formed in any one of circular, elliptical, and open shapes in the elastic pad 10. And a bent portion 40 and a cutout portion 50 are formed at predetermined positions of the elastic pad 10 to support the rails by varying the contact area of the elastic pad 10 installed at the bottom of the upper plate. By adjusting the elastic pad 10 according to the load conditions to generate a uniform deflection of the rail.

또한, 상기 홀(30)은 레일 체결장치에 따라 원형, 타원형, 개방형 중의 어느 하나의 형상으로 형성되고, 상기 탄성패드(10)는 레일 설치방향으로 가운데를 기준으로 하향으로 일정한 각도로 절곡부(40)가 형성되며, 상기 탄성패드(10)는 그 양단부가 일정한 형상으로 절취되는 절취부(50)가 형성되며, 상기 탄성패드(10)는 EPDM 또는 폴리우레탄 재질로 형성된다.In addition, the hole 30 is formed in the shape of any one of a circular, elliptical, open type according to the rail fastening device, the elastic pad 10 is bent at a predetermined angle downward with respect to the center in the rail installation direction ( 40 is formed, and the elastic pad 10 has a cutout 50 formed at both ends thereof in a predetermined shape, and the elastic pad 10 is formed of EPDM or polyurethane material.

특히, 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드 제조방법은 분기기 전 구간에서 기준 이내의 변위가 발생되도록 유도함을 특징으로 한다.In particular, the elastic pad manufacturing method for a concrete track splitter according to the present invention is characterized by inducing a displacement within a reference in the entire branching section.

즉, 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드 제조방법은 도 4 및 도 5에 도시된 바와 같이, 상판과 탄성패드가 접촉되는 면적비를 동일하도록 탄성패드의 면적을 제어하는 방법으로, 동일한 재질의 탄성패드를 이용하며, 실현방법으로 탄성패드에 둥근 홀을 천공하여 탄성패드의 면적을 조정하는 것이다.That is, the method for manufacturing the elastic pad for the track track divider according to the present invention is a method of controlling the area of the elastic pad so that the area ratio between the upper plate and the elastic pad is the same, as shown in Figures 4 and 5, An elastic pad is used, and a method of adjusting the area of the elastic pad is made by drilling a round hole in the elastic pad.

여기서, 도 5의 그래프에 나타낸 바와 같이, Here, as shown in the graph of FIG.

동일강성 유도는 ΔF=kΔδ, k=ΔF/ΔδCo-stiffness induction is ΔF = kΔδ, k = ΔF / Δδ

ΔF: 하중, k: 계수, Δδ: 변위  ΔF: load, k: coefficient, Δδ: displacement

따라서, 상판과 탄성패드가 접촉되는 면적비를 동일하도록 탄성패드를 천공하여 탄성패드의 면적을 제어(조절)하는 것이다.Therefore, the elastic pad is drilled to control (adjust) the area of the elastic pad so that the upper panel and the elastic pad are in contact with each other.

이하, 상기한 바와 같은 구성 및 제어방법으로 이루어진 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드의 제조에 대해 설명한다.Hereinafter, the manufacturing of the elastic pad for a concrete track splitter according to the present invention made up of the configuration and control method as described above.

도 5 및 도 6에 도시된 바와 같이, 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드 제조방법은 사각형상의 탄성패드(10)의 하부에 배치되는 상판 하부와의 접촉면적을 이용하여 하중조건에 따라 탄성패드(10)에 일정한 형상으로 홀(20)과 체결장치에 따라 원형, 타원형, 개방형 중의 어느 하나의 형상으로 형성된 홀(30) 및 절곡부(40)와 절취부(50)를 천공/ 또는 절개 형성하여, 상기 탄성패드(10)의 홀(20)과 레일 체결장치에 따라 원형, 타원형, 개방형 중의 어느 하나의 형상으로 형성된 홀(30)을 통하여 상판 하부와의 접촉면적을 달리하여 레일을 지지하는 하중조건에 따른 탄성패드(10)를 조정하여 레일의 균일 처짐을 발생시켜, 탄성패드(10)의 탄성력을 조정한다. As shown in Figures 5 and 6, the elastic pad manufacturing method for a concrete track splitter according to the present invention is elastic according to the load conditions by using the contact area with the upper plate bottom disposed in the lower portion of the rectangular elastic pad 10 Perforating / or cutting the hole 30 and the bent portion 40 and the cutout portion 50 formed in any one of a circular, elliptical, and open shape according to the hole 20 and the fastening device in a predetermined shape in the pad 10. It forms and supports the rail by varying the contact area with the bottom of the upper plate through the hole 30 formed in any one of circular, elliptical, open type according to the hole 20 and the rail fastening device of the elastic pad 10 By adjusting the elastic pad 10 according to the load condition to generate a uniform deflection of the rail, the elastic force of the elastic pad 10 is adjusted.

상기한 바와 같은 구성 및 제조로 이루어진 본 발명에 따른 콘크리트 궤도 분기기용 탄성패드(P)는 탄성패드(10)에 다양한 형상의 홀(20)과 레일 체결장치에 따라 원형, 타원형, 개방형 중의 어느 하나의 형상으로 형성된 홀(30)을 천공하여 상기 홀(20)과 레일 체결장치에 따라 원형, 타원형, 개방형 중의 어느 하나의 형상으로 형성된 홀(30)을 통하여 상판 하부와의 접촉면적(천공)을 달리하여 레일을 지지하는 하중조건에 따른 탄성패드(10)를 조정하여 레일의 균일 처짐을 발생시키는 작용효과가 있다.Elastic pad (P) for a concrete track splitter according to the present invention made of the configuration and manufacture as described above any one of the circular, elliptical, open type according to the hole 20 and the rail fastening device of various shapes in the elastic pad 10 Perforated hole 30 formed in the shape of the contact area (perforation) with the bottom of the upper plate through the hole 30 formed in any one of a circular, elliptical, open type according to the hole 20 and the rail fastening device Differently, by adjusting the elastic pad 10 according to the load condition for supporting the rail, there is an effect of generating a uniform deflection of the rail.

10: 탄성패드 20: 홀
30: 홀 40: 절곡부
50: 절취부
P: 콘크리트 궤도 분기기용 탄성패드 T: 분기기10: elastic pad 20: hole
30: hole 40: bend
50: cutout
P: Elastic pad for concrete track taps T: Taps

Claims (7)

전체적으로 사각형상으로 이루어진 탄성패드(10)와; 상기 탄성패드(10)의 내부에 적어도 하나 이상이 천공 형성된 홀(20)과; 상기 홀(20)의 양측면에 각각 배치됨과 동시에 천공 형성된 홀(30)로 구성되고, 상기 홀(30)은 레일 체결장치에 따라 원형, 타원형, 개방형 중의 어느 하나의 형상으로 형성되며, 상기 탄성패드(10)는 레일 설치방향으로 가운데를 기준으로 하향으로 일정한 각도로 절곡부(40)가 형성되며, 상기 탄성패드(10)는 그 양단부가 일정한 형상으로 절취되는 절취부(50)가 형성되며, 상기 탄성패드(10)는 EPDM 또는 폴리우레탄 재질로 형성됨을 특징으로 하는 콘크리트 궤도 분기기용 탄성패드.
An elastic pad 10 having a rectangular shape as a whole; At least one hole 20 formed in the elastic pad 10; It is disposed on both sides of the hole 20 and formed at the same time perforated hole 30, the hole 30 is formed in any one of a circular, elliptical, open type according to the rail fastening device, the elastic pad 10, the bent portion 40 is formed at a predetermined angle downward from the center with respect to the rail installation direction, the elastic pad 10 is formed with a cutout portion 50, the both ends of which are cut in a constant shape, The elastic pad 10 is an elastic pad for a concrete track splitter, characterized in that formed of EPDM or polyurethane material.
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KR1020100137716A 2010-12-29 2010-12-29 Elastic pad for concrete track turnout KR101061078B1 (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102262224B1 (en) 2020-11-06 2021-06-09 제이이앤씨 주식회사 Elastic pad using wasted tires
KR102394040B1 (en) 2021-07-23 2022-05-09 한국철도기술연구원 Under sleeper pad for rail ballast using rubber pad with penetration hole, and construction method thereof
KR102573630B1 (en) * 2022-07-22 2023-09-01 주식회사베스트엔지니어링 Rail Conclusion Structure of Expansion Joint Device joint System

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5237705U (en) * 1975-08-20 1977-03-17
KR101005106B1 (en) * 2008-07-25 2010-12-30 삼표이앤씨 주식회사 Rail fastening system

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5237705U (en) * 1975-08-20 1977-03-17
KR101005106B1 (en) * 2008-07-25 2010-12-30 삼표이앤씨 주식회사 Rail fastening system

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102262224B1 (en) 2020-11-06 2021-06-09 제이이앤씨 주식회사 Elastic pad using wasted tires
KR102394040B1 (en) 2021-07-23 2022-05-09 한국철도기술연구원 Under sleeper pad for rail ballast using rubber pad with penetration hole, and construction method thereof
KR102573630B1 (en) * 2022-07-22 2023-09-01 주식회사베스트엔지니어링 Rail Conclusion Structure of Expansion Joint Device joint System

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