WO2024071799A1 - Coasting signboard for earthwork bridge - Google Patents

Coasting signboard for earthwork bridge Download PDF

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Publication number
WO2024071799A1
WO2024071799A1 PCT/KR2023/014122 KR2023014122W WO2024071799A1 WO 2024071799 A1 WO2024071799 A1 WO 2024071799A1 KR 2023014122 W KR2023014122 W KR 2023014122W WO 2024071799 A1 WO2024071799 A1 WO 2024071799A1
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Prior art keywords
sign
coasting
earthwork
bridge
present
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PCT/KR2023/014122
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French (fr)
Korean (ko)
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박성결
오종천
이준우
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한국철도공사
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Publication of WO2024071799A1 publication Critical patent/WO2024071799A1/en

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    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B61—RAILWAYS
    • B61L—GUIDING RAILWAY TRAFFIC; ENSURING THE SAFETY OF RAILWAY TRAFFIC
    • B61L5/00—Local operating mechanisms for points or track-mounted scotch-blocks; Visible or audible signals; Local operating mechanisms for visible or audible signals
    • B61L5/12—Visible signals

Definitions

  • the present invention relates to a coasting sign for an earthwork bridge. More specifically, it considers the lightness of a movable sign, is foldable, and has a hook and connection part at the rear of the structure, making it convenient to move, install, and remove. This relates to coasting signs for earthwork bridges that require
  • Folding coasting signs for earthworks and bridges are made up of four types: Panther lowering notice, Panther lowering assistance, Panther lowering, and Panther raising.
  • the Panther Down Notice means to announce that there is a Panther Down Sign at the rear, and is installed more than 1400 m ahead of the high-speed line from the relevant point, more than 500 m in the 150 km/h section, and more than 400 m in the 120 km/h section and below.
  • the Panther lowering assist is installed 100m in front of the Panther lowering sign.
  • lowering the pantograph means lowering the pantograph when passing that section and indicating to drive.
  • Raising the pantograph means raising the pantograph to indicate operation. It is installed more than 500m for high-speed lines from the relevant point, and for other lines, it is installed behind an appropriate point considering the train length.
  • coasting signs when an accident occurs in a high-speed railway section, the influence of wind must be considered as the railway travels at a high speed of 150 to 350 km/h. In addition, it must be made of iron, stainless steel, or aluminum to be firmly attached to take into account the influence of wind. However, since the coasting sign is not permanently installed, it must be mobile and detachable, so weight is not taken into consideration. It has to be done. On the other hand, the size of the folding coasting sign for earthworks and bridges is very large at 830X830mm.
  • the present invention was devised to solve the above problems, and the purpose of the present invention is to provide a coasting sign for an earthwork bridge that takes movement and transportability into account by reducing the weight of the sign by utilizing a sign structure composed of a hollow profile on the inside. will be.
  • the purpose of the present invention is to provide a coasting sign for an earthwork bridge that is designed to be easy to install and remove by utilizing hooks and connections.
  • a coasting sign for an earthwork bridge includes a plurality of sign structures on which a reflective sheet is attached to the front, a ring part installed on the rear of the sign structure, and a connection part installed on the ring part, and the plurality of sign structures include:
  • the dog's marker structures are characterized by being connected to each other.
  • cover structure is characterized by being folded into four stages.
  • the sign structure is characterized in that its interior is composed of a hollow profile.
  • cover structure is characterized in that covers are attached to both ends in the width direction.
  • the cover structure is characterized in that it includes a hard chip connecting the covers to each other.
  • the reflective sheet is characterized in that it includes at least one of a panther lowering notice, a panther lowering assist, a panther lowering, and a panter raising.
  • the ring portion is installed on each of the marker structures installed at one end and the other end of the plurality of marker structures, and is provided as a pair, and the pair of ring portions are installed at a certain interval in the width direction.
  • the ring portion is characterized in that it is installed at regular intervals in the longitudinal direction from the width direction center line of the sign structure.
  • the connecting portion is installed on the ring portion on one side, and connects the ring portion on the other side with the ring portion on the one side.
  • the coasting sign for an earthwork bridge according to the present invention is foldable, and by utilizing a sign structure composed of a hollow profile on the inside, the weight can be reduced compared to the prior art and the size during movement can be reduced, thereby improving the movement and transportability of the sign. There is a possible effect.
  • FIG. 1 is a front perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention.
  • Figure 2 is a rear perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention.
  • Figure 3 is a front view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention.
  • Figure 4 is a folded perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention.
  • Figure 5 is a folded front view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention.
  • Figure 6 is an exploded perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention.
  • FIG. 7 to 8 are folding operation diagrams showing a coasting sign for an earthwork bridge according to an embodiment of the present invention.
  • Figure 1 is a front perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention
  • Figure 2 is a rear perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention
  • Figure 3 is a It is a front view showing a coasting sign for an earthwork bridge according to an embodiment of the invention
  • Figure 4 is a folded perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention
  • Figure 5 is an embodiment of the present invention.
  • It is a folded front view showing a coasting sign for an earthwork bridge according to an example
  • Figure 6 is an exploded perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention
  • Figures 7 to 8 are an embodiment of the present invention. This is a folding operation diagram showing a coasting sign for an earthwork bridge.
  • a plurality of sign structures 100 to which a reflective sheet is attached to the front As shown in FIGS. 1 to 8, a plurality of sign structures 100 to which a reflective sheet is attached to the front, a ring portion 200 installed to the rear of the sign structure 100, and a connection portion installed to the ring portion 200. It includes 300, and the plurality of label structures 100 are characterized in that they are connected to each other.
  • the marking structure 100 has a reflective sheet attached to the front and is composed of a plurality of pieces. That is, a plurality of sign structures 100 of the present invention are connected to each other, and the reflective sheets attached to each sign structure 100 are connected to each other to form a single coasting sign.
  • the reflective sheet is characterized in that it includes at least one of a panther lowering notice, a panther lowering assist, a panther lowering, and a panter raising.
  • Panther lowering notice, phantom lowering assistance, phantom lowering, and phantom raising indicate that in the event of an accident on the railway, caution is required while high-speed ships passing on the railway are passing, and the above signs are installed in accordance with the installation standards.
  • Each installation standard is disclosed in the background art above.
  • the marker structure 100 is made of a light material such as aluminum or titanium, so it is lightweight and can be smoothly moved to the point of an accident. Additionally, in the present invention, the label structure 100 is characterized by being folded into four stages.
  • the coasting sign for earthwork bridges has a very large size of 830 Therefore, in the present invention, a plurality of cover structures 100 are connected and folded to make it easy for the user to carry and move, and when folded into four stages, the cover structure 100 is made into a stable and easy-to-move size. Consists of. That is, in the present invention, the plurality of sign structures 100 are preferably composed of four sign structures 100, and the four sign structures 100 are preferably connected to form one coasting sign.
  • the cover structure 100 is characterized in that its interior is composed of a hollow profile. Even if the sign structure 100 is made of a light material such as aluminum or titanium, it may be difficult to carry and move a sign with four sign structures 100 connected. Therefore, in the present invention, the interior of the cover structure 100 is made of a hollow profile, thereby enhancing weight reduction and making it easy for users to carry and move.
  • the cover structure 100 is characterized in that covers 110 are attached to both ends in the width direction.
  • covers 110 are attached to both ends in the width direction.
  • the inside of the sign structure 100 is empty, foreign substances may enter the inside of the sign structure 100, or it may be easily damaged by external shock or wind pressure of a high-speed railway. Therefore, by attaching the cover 110 to both ends of the cover structure 100 in the width direction, external foreign substances can be prevented from entering the inside of the cover structure 100.
  • screws are used to attach the cover 110 to the longitudinal end and center of the cover structure 100.
  • the cover 110 is attached to the cover 110 in the longitudinal direction of the cover structure 100.
  • the cover structure 100 is characterized by including hard chips 120 that connect the covers 110 to each other.
  • the present invention includes a light chip 120 connecting the covers 110, respectively. Therefore, by connecting the covers 110 coupled to both ends of the sign structure 100 in the width direction through the light chip 120, it is possible to fold and unfold the coasting sign more easily, moving and installing the coasting sign, It can be removed more easily. At this time, the present invention uses screws to connect the light chip 120 and the cover 110.
  • the ring portion 200 is installed on the rear of the sign structure 100, and when the coasting sign for an earthwork bridge according to an embodiment of the present invention is installed on a pillar such as an H beam in an open field around a high-speed line, the ring portion 200 is installed on the rear of the sign structure 100. It can be installed by connecting to a pillar using the part 200 and the connection part 300.
  • the ring portion 200 according to an embodiment of the present invention is installed on each of the marker structures 100 installed at one end and the other end of the plurality of marker structures 100, and is provided as a pair.
  • the pair of ring portions 200 are installed at regular intervals in the width direction.
  • the ring portion 200 is provided in four pieces, of which there are two connected to the marker structure 100 located at one end and two to the marker structure 100 located at the other end. They are installed individually and at regular intervals in the width direction.
  • the ring portion 200 is installed using screws, but is not limited thereto.
  • the length of the pair of ring parts 200 spaced apart from each other is not limited, and only needs to be larger than the diameter of the pillar installed outside the open area around the high-speed line.
  • the ring portion 200 is installed at regular intervals in the longitudinal direction from the width direction center line of the sign structure 100.
  • the coasting sign for an earthwork bridge moves the sign in a folded state and unfolds upon installation. At this time, the user can easily change the sign from the folded state to the unfolded state by putting his hand on the ring portion 200.
  • the position of the ring portion 200 is changed from the width center line of the sign structure 100 in the longitudinal direction. If installed at a certain interval, the sign can be easily deployed with little force applied by the user, so the user can easily install and detach the sign.
  • connection portion 300 may be installed on the ring portion 200.
  • the connection part 300 utilizes a beam clamp, but is not limited to this and is connected to the ring part 200 to provide all methods by which the coasting sign for an earthwork bridge according to an embodiment of the present invention can be installed on a pillar. You can utilize it.
  • the connecting portion 300 is installed on the ring portion 200 on one side and connects the ring portion 200 on the other side with the ring portion 200 on the one side.
  • the ring portion 200 is provided as a pair as described above, and is installed on each of the marker structures 100 installed at one end and the other end of the plurality of marker structures 100.
  • connection part 300 is installed on the ring part 200 installed on one side of the pair of ring parts 200, and the connection part 300 is installed on the other side of the pair of ring parts 200.
  • the coasting sign for an earthwork bridge has increased mobility through folding and lightweighting due to the nature of the coasting sign that must be used during the accident occurrence and recovery time, and utilizes the cover 110 and light chip 120 to increase the mobility of the sign.
  • the cover 110 and light chip 120 By increasing the rigidity of the sign, it is easy for the user to move it when installing the sign, and it can withstand external shock applied by the sign or wind pressure from a high-speed railway, and by utilizing the ring portion (200) and connection portion (300), the user can easily install the sign. It can perform folding and unfolding operations, and can be easily installed and removed from poles such as H-beams in the open air around high-speed line tracks.
  • the weight can be reduced and the size during movement can be reduced compared to the prior art, thereby improving the movement and transport of the sign. It can be raised, and by installing hooks and connectors, it is easy to install and remove the sign.

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Road Signs Or Road Markings (AREA)

Abstract

The present invention relates to a coasting signboard for an earthwork bridge, wherein the coasting signboard is foldable, a signboard structure including a profile, the inside of which is empty, is used to reduce weight compared to conventional techniques, the coasting signboard can be moved with a reduced size, thereby improving the mobility and transportability of the signboard, and a ring part and a connection part are installed to easily install and remove the signboard.

Description

토공 교량용 타력 주행 표지판Coasting signs for earthwork bridges
본 발명은 토공 교량용 타력 주행 표지판에 관한 것으로, 더욱 상세하게는 이동식 표지판의 경량성을 고려하고, 접이식으로 되어 있으며, 구조물의 후면에 고리부 및 연결부를 구비함에 따라 이동과 설치 및 탈거가 편리하도록 하는 토공 교량용 타력 주행 표지판에 관한 것이다.The present invention relates to a coasting sign for an earthwork bridge. More specifically, it considers the lightness of a movable sign, is foldable, and has a hook and connection part at the rear of the structure, making it convenient to move, install, and remove. This relates to coasting signs for earthwork bridges that require
토공, 교량용 접이식 타력 주행 표지(또는 표지판, 이하 타력 주행 표지판으로 통칭한다)는 팬터내림 예고, 팬터내림 보조, 팬터내림, 팬터올림과 같이 4가지 종류로 이루어져 있다. 여기서, 팬터내림 예고는 후방에 팬터내림 표지가 있음을 예고하는 것을 의미하며, 해당 지점으로부터 고속선 1400m 이상, 150㎞/h 구간은 500m 이상, 120㎞/h 구간 이하는 400m 이상의 전방에 설치하고, 팬터내림 보조는 고속선의 경우 팬터내림 표지 전방 100m 지점에 설치한다. 또한, 팬터내림은 그 구간 통과시 팬터그래프를 내리고 운전할 것을 표시하는 것을 의미하며, 해당 지점으로부터 고속선은 500m 이상, 150㎞/h 구간은 300m 이상, 120㎞/h 구간 이하는 200m 이상의 전방에 설치하고, 팬터올림은 팬터그래프를 올리고 운전할 것을 표시하는 것을 의미하며, 해당 지점으로부터 고속선 500m 이상, 기타선은 열차장을 고려하여 적정 지점 후방에 설치한다. Folding coasting signs (or signs, hereinafter collectively referred to as coasting signs) for earthworks and bridges are made up of four types: Panther lowering notice, Panther lowering assistance, Panther lowering, and Panther raising. Here, the Panther Down Notice means to announce that there is a Panther Down Sign at the rear, and is installed more than 1400 m ahead of the high-speed line from the relevant point, more than 500 m in the 150 km/h section, and more than 400 m in the 120 km/h section and below. In the case of high-speed boats, the Panther lowering assist is installed 100m in front of the Panther lowering sign. In addition, lowering the pantograph means lowering the pantograph when passing that section and indicating to drive. It is installed more than 500m ahead for high-speed lines, more than 300m for sections 150 km/h, and more than 200 m ahead for sections below 120 km/h. , Raising the pantograph means raising the pantograph to indicate operation. It is installed more than 500m for high-speed lines from the relevant point, and for other lines, it is installed behind an appropriate point considering the train length.
타력 주행 표지판의 경우 고속 철도 구간에서 사고 발생시에는 철도 주행 속도가 150~350km/h로 고속으로 주행함에 따라 바람의 영향을 고려해야 한다. 또한, 바람의 영향을 고려하고자 견고하게 부착하기 위해서는 철, 스테인리스 강, 알루미늄으로 이루어져야 하나, 타력운전 표지판이 상시 설치되어 있는 것이 아니므로, 이동식이어야 하고, 탈부착이 가능하여야 하기 때문에, 중량을 고려하지 않으면 안된다. 또 다른 한편으로는 토공, 교량용 접이식 타력주행 표지판의 크기가 830X830mm로 매우 크다.In the case of coasting signs, when an accident occurs in a high-speed railway section, the influence of wind must be considered as the railway travels at a high speed of 150 to 350 km/h. In addition, it must be made of iron, stainless steel, or aluminum to be firmly attached to take into account the influence of wind. However, since the coasting sign is not permanently installed, it must be mobile and detachable, so weight is not taken into consideration. It has to be done. On the other hand, the size of the folding coasting sign for earthworks and bridges is very large at 830X830mm.
이와 같이 매우 큰 표지판을 사고 장소로부터 규정된 위치에 이동하여 설치하고, 사고 수습 후 탈거하는 것은 매우 어려운 일이 아닐 수 없다.It is very difficult to move such a large sign from the accident site to a designated location, install it, and remove it after the accident is resolved.
본 발명은 상기와 같은 문제점을 해결하기 위하여 안출된 것으로서 본 발명의 목적은, 내부가 빈 프로파일로 구성된 표지 구조물을 활용하여 표지판을 경량화함으로써 이동 및 운반성을 고려한 토공 교량용 타력 주행 표지판을 제공하는 것이다.The present invention was devised to solve the above problems, and the purpose of the present invention is to provide a coasting sign for an earthwork bridge that takes movement and transportability into account by reducing the weight of the sign by utilizing a sign structure composed of a hollow profile on the inside. will be.
또한, 본 발명의 목적은, 고리부 및 연결부를 활용함으로써 설치 및 탈거가 용이하도록 고려한 토공 교량용 타력 주행 표지판을 제공하는 것이다.In addition, the purpose of the present invention is to provide a coasting sign for an earthwork bridge that is designed to be easy to install and remove by utilizing hooks and connections.
본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판은 전면에 반사 시트가 부착되는 복수 개의 표지 구조물과 상기 표지 구조물의 후면에 설치되는 고리부 및 상기 고리부에 설치된 연결부를 포함하며, 상기 복수 개의 표지 구조물은 서로 연결되어 있는 것을 특징으로 한다.A coasting sign for an earthwork bridge according to an embodiment of the present invention includes a plurality of sign structures on which a reflective sheet is attached to the front, a ring part installed on the rear of the sign structure, and a connection part installed on the ring part, and the plurality of sign structures include: The dog's marker structures are characterized by being connected to each other.
또한, 상기 표지 구조물은 4단으로 접히는 것을 특징으로 한다.Additionally, the cover structure is characterized by being folded into four stages.
또한, 상기 표지 구조물은 내부가 빈 프로파일로 구성되는 것을 특징으로 한다.Additionally, the sign structure is characterized in that its interior is composed of a hollow profile.
또한, 상기 표지 구조물은 폭방향 양단에 커버가 부착되는 것을 특징으로 한다.In addition, the cover structure is characterized in that covers are attached to both ends in the width direction.
또한, 상기 표지 구조물은 상기 커버를 각각 연결하는 경칩을 포함하는 것을 특징으로 한다.In addition, the cover structure is characterized in that it includes a hard chip connecting the covers to each other.
또한, 상기 반사 시트는 팬터내림예고, 팬터내림보조, 팬터내림, 팬터올림 중 적어도 어느 하나를 포함하는 것을 특징으로 한다.In addition, the reflective sheet is characterized in that it includes at least one of a panther lowering notice, a panther lowering assist, a panther lowering, and a panter raising.
또한, 상기 고리부는 상기 복수개의 표지 구조물 중 일단과 타단에 설치된 표지 구조물에 각각 설치되며, 한 쌍으로 구비되되, 상기 한 쌍의 고리부는 폭방향으로 일정 간격 이격되어 설치되는 것을 특징으로 한다.In addition, the ring portion is installed on each of the marker structures installed at one end and the other end of the plurality of marker structures, and is provided as a pair, and the pair of ring portions are installed at a certain interval in the width direction.
또한, 상기 고리부는 상기 표지 구조물의 폭방향 중심선에서 길이 방향으로 일정 간격 이격되어 설치되는 것을 특징으로 한다.In addition, the ring portion is characterized in that it is installed at regular intervals in the longitudinal direction from the width direction center line of the sign structure.
또한, 상기 연결부는 상기 일측의 고리부에 설치되며, 상기 타측의 고리부와 상기 일측의 고리부를 연결하는 것을 특징으로 한다.In addition, the connecting portion is installed on the ring portion on one side, and connects the ring portion on the other side with the ring portion on the one side.
본 발명에 따른 토공 교량용 타력 주행 표지판은 접이식이며, 내부가 빈 프로파일로 구성된 표지 구조물을 활용함으로써, 종래 기술 대비 무게를 줄이고, 이동 간 크기를 줄일 수 있음에 따라 표지판의 이동 및 운반성을 높일 수 있는 효과가 있다.The coasting sign for an earthwork bridge according to the present invention is foldable, and by utilizing a sign structure composed of a hollow profile on the inside, the weight can be reduced compared to the prior art and the size during movement can be reduced, thereby improving the movement and transportability of the sign. There is a possible effect.
또한, 고리부 및 연결부를 설치함으로써, 표지판의 설치 및 탈거가 용이하다는 효과가 있다.In addition, by installing the hook and connection part, there is an effect that the sign can be easily installed and removed.
도 1는 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 나타내는 전면 사시도1 is a front perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention.
도 2는 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 나타내는 배면 사시도Figure 2 is a rear perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention.
도 3은 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 나타내는 전면도Figure 3 is a front view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention.
도 4는 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 나타내는 접힘 사시도Figure 4 is a folded perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention.
도 5는 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 나타내는 접힘 정면도Figure 5 is a folded front view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention.
도 6은 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 나타내는 분해 사시도Figure 6 is an exploded perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention.
도 7 내지 8은 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 나타내는 접힘 동작도7 to 8 are folding operation diagrams showing a coasting sign for an earthwork bridge according to an embodiment of the present invention.
이하, 본 발명의 기술적 사상을 첨부된 도면을 사용하여 더욱 구체적으로 설명한다. 이에 앞서, 본 명세서 및 청구범위에 사용된 용어나 단어는 통상적이거나 사전적인 의미로 한정해서 해석되어서는 아니 되며, 발명자는 그 자신의 발명을 가장 최선의 방법으로 설명하기 위해 용어의 개념을 적절하게 정의할 수 있다는 원칙에 입각하여 본 발명의 기술적 사상에 부합하는 의미와 개념으로 해석되어야만 한다.Hereinafter, the technical idea of the present invention will be described in more detail using the attached drawings. Prior to this, the terms or words used in this specification and claims should not be construed as limited to their usual or dictionary meanings, and the inventor should appropriately define the concept of terms in order to explain his or her invention in the best way. It must be interpreted as meaning and concept consistent with the technical idea of the present invention based on the principle of definability.
따라서 본 명세서에 기재된 실시 예와 도면에 도시된 구성은 본 발명의 가장 바람직한 일 실시예에 불과할 뿐이고 본 발명의 기술적 사상을 모두 대변하는 것은 아니므로, 본 출원시점에 있어서 이들을 대체할 수 있는 다양한 변형 예들이 있을 수 있음을 이해하여야 한다.Therefore, the embodiments described in this specification and the configurations shown in the drawings are only one of the most preferred embodiments of the present invention and do not represent the entire technical idea of the present invention, so various modifications may be made to replace them at the time of filing the present application. It should be understood that there may be examples.
이하, 본 발명의 기술적 사상을 첨부된 도면을 사용하여 더욱 구체적으로 설명한다. 첨부된 도면은 본 발명의 기술적 사상을 더욱 구체적으로 설명하기 위하여 도시된 일예에 불과하므로 본 발명의 기술적 사상이 첨부된 도면의 형태에 한정되는 것은 아니다.Hereinafter, the technical idea of the present invention will be described in more detail using the attached drawings. The attached drawings are merely examples to illustrate the technical idea of the present invention in more detail, so the technical idea of the present invention is not limited to the form of the attached drawings.
도 1은 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 나타내는 전면 사시도이고, 도 2는 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 나타내는 배면 사시도이고, 도 3은 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 나타내는 전면도이고, 도 4는 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 나타내는 접힘 사시도이고, 도 5는 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 나타내는 접힘 정면도이고, 도 6은 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 나타내는 분해 사시도이고, 도 7 내지 8은 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 나타내는 접힘 동작도이다.Figure 1 is a front perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention, Figure 2 is a rear perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention, and Figure 3 is a It is a front view showing a coasting sign for an earthwork bridge according to an embodiment of the invention, Figure 4 is a folded perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention, and Figure 5 is an embodiment of the present invention. It is a folded front view showing a coasting sign for an earthwork bridge according to an example, Figure 6 is an exploded perspective view showing a coasting sign for an earthwork bridge according to an embodiment of the present invention, and Figures 7 to 8 are an embodiment of the present invention. This is a folding operation diagram showing a coasting sign for an earthwork bridge.
도 1 내지 도 8에 도시된 바와 같이, 전면에 반사 시트가 부착되는 복수 개의 표지 구조물(100)과 표지 구조물(100)의 후면에 설치되는 고리부(200) 및 고리부(200)에 설치된 연결부(300)를 포함하며, 상기 복수 개의 표지 구조물(100)은 서로 연결되어 있는 것을 특징으로 한다.As shown in FIGS. 1 to 8, a plurality of sign structures 100 to which a reflective sheet is attached to the front, a ring portion 200 installed to the rear of the sign structure 100, and a connection portion installed to the ring portion 200. It includes 300, and the plurality of label structures 100 are characterized in that they are connected to each other.
표지 구조물(100)은 전면에 반사 시트가 부착되며, 복수 개로 이루어진다. 즉, 본 발명의 표지 구조물(100)은 복수 개가 서로 연결되어 있으며, 각각의 표지 구조물(100)에 부착되어 있는 반사 시트를 서로 연결함으로써, 하나의 타력 주행 표지판으로 만들어진다. 여기서, 상기 반사 시트는 팬터내림예고, 팬터내림보조, 팬터내림, 팬터올림 중 적어도 어느 하나를 포함하는 것을 특징으로 한다. 팬터내림예고, 팬터내림보조, 팬터내림, 팬터올림은 철로에서 사고 발생 시 상기 철로를 통행하는 고속선이 지나가는 동안 주의할 것을 표시하며, 설치 기준에 따라 상기 표지판이 설치된다. 각각의 설치 기준은 상기 배경기술에 개시되어 있다.The marking structure 100 has a reflective sheet attached to the front and is composed of a plurality of pieces. That is, a plurality of sign structures 100 of the present invention are connected to each other, and the reflective sheets attached to each sign structure 100 are connected to each other to form a single coasting sign. Here, the reflective sheet is characterized in that it includes at least one of a panther lowering notice, a panther lowering assist, a panther lowering, and a panter raising. Panther lowering notice, phantom lowering assistance, phantom lowering, and phantom raising indicate that in the event of an accident on the railway, caution is required while high-speed ships passing on the railway are passing, and the above signs are installed in accordance with the installation standards. Each installation standard is disclosed in the background art above.
표지 구조물(100)은 본 발명에서 알루미늄, 티타늄 등과 같이 가벼운 재질로 구성되어 있어 경량화되어 사고 지점까지 이동이 원활할 수 있다. 또한, 본 발명에서 표지 구조물(100)은 4단으로 접히는 것을 특징으로 한다. 토공 교량용 타력 주행 표지판은 830X830mm으로 매우 큰 크기를 가지고 있으며, 이에 따라 상기 표지판을 그대로 들고 이동하기에는 어려움이 있다. 따라서, 본 발명에서는 복수 개의 표지 구조물(100)이 연결되어 접음에 따라, 사용자가 들고 이동하기 수월하게 구성되었으며, 4단으로 접음에 따라 표지 구조물(100)을 접을 때 안정적이면서 이동하기 편한 사이즈로 구성되어 있다. 즉, 본 발명에서 복수 개의 표지 구조물(100)은 4개의 표지 구조물(100)로 구성되어 있는 것이 바람직하며, 4개의 표지 구조물(100)이 연결되어 하나의 타력 주행 표지판을 구성하는 것이 바람직하다.In the present invention, the marker structure 100 is made of a light material such as aluminum or titanium, so it is lightweight and can be smoothly moved to the point of an accident. Additionally, in the present invention, the label structure 100 is characterized by being folded into four stages. The coasting sign for earthwork bridges has a very large size of 830 Therefore, in the present invention, a plurality of cover structures 100 are connected and folded to make it easy for the user to carry and move, and when folded into four stages, the cover structure 100 is made into a stable and easy-to-move size. Consists of. That is, in the present invention, the plurality of sign structures 100 are preferably composed of four sign structures 100, and the four sign structures 100 are preferably connected to form one coasting sign.
또한, 표지 구조물(100)은 내부가 빈 프로파일로 구성되는 것을 특징으로 한다. 표지 구조물(100)이 알루미늄, 티타늄 등과 같이 가벼운 재질로 구성되어 있더라도 4개의 표지 구조물(100)이 연결된 표지판을 들고 이동하기에는 어려움이 있을 수 있다. 따라서, 본 발명에서는 표지 구조물(100)의 내부가 빈 프로파일로 구성함에 따라 경량화를 강화하여 사용자가 들고 이동하기 편하도록 구성되어 있다.In addition, the cover structure 100 is characterized in that its interior is composed of a hollow profile. Even if the sign structure 100 is made of a light material such as aluminum or titanium, it may be difficult to carry and move a sign with four sign structures 100 connected. Therefore, in the present invention, the interior of the cover structure 100 is made of a hollow profile, thereby enhancing weight reduction and making it easy for users to carry and move.
또한, 표지 구조물(100)은 폭방향 양단에 커버(110)가 부착되는 것을 특징으로 한다. 표지 구조물(100)의 내부가 비어있음에 따라 표지 구조물(100)의 내부에 이물질이 들어가거나, 외부 충격이나 고속 철도의 풍압에 쉽게 파손될 수 있다. 따라서, 표지 구조물(100)의 폭방향 양단에 커버(110)를 부착함에 따라 외부의 이물질이 표지 구조물(100)의 내부로 들어가는 것을 방지할 수 있다. 또한, 표지 구조물(100)에 커버(110)를 부착하기 위해서 본 발명에서는 표지 구조물(100)의 길이방향 끝단과 가운데에 나사를 활용하여 부착을 하는데, 이를 위해 표지 구조물(100)의 길이방향 가운데에 나사가 투입될 수 있도록 폭방향 가운데에 지지대를 구비함에 따라 표지 구조물(100)에 가해질 수 있는 외부 충격이나 고속 철도의 풍압에 의한 파손을 줄일 수 있다.In addition, the cover structure 100 is characterized in that covers 110 are attached to both ends in the width direction. As the inside of the sign structure 100 is empty, foreign substances may enter the inside of the sign structure 100, or it may be easily damaged by external shock or wind pressure of a high-speed railway. Therefore, by attaching the cover 110 to both ends of the cover structure 100 in the width direction, external foreign substances can be prevented from entering the inside of the cover structure 100. In addition, in order to attach the cover 110 to the cover structure 100, in the present invention, screws are used to attach the cover 110 to the longitudinal end and center of the cover structure 100. For this, the cover 110 is attached to the cover 110 in the longitudinal direction of the cover structure 100. By providing a support in the center of the width direction so that a screw can be inserted into the sign structure 100, damage due to external shock or wind pressure of a high-speed railway that may be applied to the sign structure 100 can be reduced.
또한, 표지 구조물(100)은 커버(110)를 각각 연결하는 경칩(120)을 포함하는 것을 특징으로 한다. 4개의 표지 구조물(100) 각각을 연결하기 위해서 본 발명에서는 커버(110)를 각각 연결하는 경칩(120)을 포함한다. 따라서, 경칩(120)을 통해 표지 구조물(100) 폭방향 양단에 결합되는 커버(110)를 각각 연결함에 따라 타력 주행 표지판을 접고 펼 때 보다 수월하게 진행할 수 있어, 타력 주행 표지판의 이동 및 설치, 탈거 시 보다 용이하게 진행할 수 있다. 이 때 경칩(120) 및 커버(110)의 연결도 본 발명에서는 나사를 활용한다.In addition, the cover structure 100 is characterized by including hard chips 120 that connect the covers 110 to each other. In order to connect each of the four cover structures 100, the present invention includes a light chip 120 connecting the covers 110, respectively. Therefore, by connecting the covers 110 coupled to both ends of the sign structure 100 in the width direction through the light chip 120, it is possible to fold and unfold the coasting sign more easily, moving and installing the coasting sign, It can be removed more easily. At this time, the present invention uses screws to connect the light chip 120 and the cover 110.
고리부(200)는 표지 구조물(100)의 후면에 설치되며, 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판이 고속선 선로 주변의 개방된 야외에 H빔과 같은 기둥에 설치될 때 고리부(200)와 연결부(300)를 활용하여 기둥과 연결하여 설치할 수 있다. 더욱 상세하게, 본 발명의 일실시예에 따른 고리부(200)는 상기 복수개의 표지 구조물(100) 중 일단과 타단에 설치된 표지 구조물(100)에 각각 설치되며, 한 쌍으로 구비되되, 상기 한 쌍의 고리부(200)는 폭방향으로 일정 간격 이격되어 설치되는 것을 특징으로 한다. 즉, 고리부(200)는 본 발명에서 4개로 구비되며, 연결되어 있는 4개의 표지 구조물(100) 중 일단에 위치한 표지 구조물(100)에 2개, 타단에 위치한 표지 구조물(100)에 2개가 각각 설치되며, 폭방향으로 일정 간격 이격되어 설치된다. 고리부(200)는 본 발명에서 나사를 활용하여 설치하나 이에 한정하지는 않는다. 또한, 한 쌍의 고리부(200) 간 일정 간격 이격되는 길이는 한정하지 않으며, 고속선 선로 주변에 개방된 아외에 설치된 기둥의 직경보다 크기만 하면 된다.The ring portion 200 is installed on the rear of the sign structure 100, and when the coasting sign for an earthwork bridge according to an embodiment of the present invention is installed on a pillar such as an H beam in an open field around a high-speed line, the ring portion 200 is installed on the rear of the sign structure 100. It can be installed by connecting to a pillar using the part 200 and the connection part 300. In more detail, the ring portion 200 according to an embodiment of the present invention is installed on each of the marker structures 100 installed at one end and the other end of the plurality of marker structures 100, and is provided as a pair. The pair of ring portions 200 are installed at regular intervals in the width direction. That is, in the present invention, the ring portion 200 is provided in four pieces, of which there are two connected to the marker structure 100 located at one end and two to the marker structure 100 located at the other end. They are installed individually and at regular intervals in the width direction. In the present invention, the ring portion 200 is installed using screws, but is not limited thereto. In addition, the length of the pair of ring parts 200 spaced apart from each other is not limited, and only needs to be larger than the diameter of the pillar installed outside the open area around the high-speed line.
또한, 고리부(200)는 표지 구조물(100)의 폭방향 중심선에서 길이 방향으로 일정 간격 이격되어 설치되는 것을 특징으로 한다. 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판은 표지판이 접힘 상태로 이동하고, 설치 시 전개를 진행한다. 이 때, 사용자가 고리부(200)에 손을 넣어 표지판을 손쉽게 접힘 상태에서 전개 상태로 변화를 줄 수 있는데, 고리부(200)의 위치를 표지 구조물(100)의 폭방향 중심선에서 길이 방향으로 일정 간격 이격되어 설치하면 사용자가 가하는 힘을 적게 주어도 쉽게 표지판을 전개할 수 있으므로, 사용자가 손쉽게 표지판을 설치 및 탈착할 수 있다.In addition, the ring portion 200 is installed at regular intervals in the longitudinal direction from the width direction center line of the sign structure 100. The coasting sign for an earthwork bridge according to an embodiment of the present invention moves the sign in a folded state and unfolds upon installation. At this time, the user can easily change the sign from the folded state to the unfolded state by putting his hand on the ring portion 200. The position of the ring portion 200 is changed from the width center line of the sign structure 100 in the longitudinal direction. If installed at a certain interval, the sign can be easily deployed with little force applied by the user, so the user can easily install and detach the sign.
연결부(300)는 고리부(200)에 설치될 수 있다. 본 발명에서 연결부(300)는 빔 클램프를 활용하나, 이에 한정하지 않으며 고리부(200)와 연결되어 본 발명의 일실시예에 따른 토공 교량용 타력 주행 표지판을 기둥에 설치될 수 있는 모든 방법을 활용할 수 있다. 더욱 상세하게, 연결부(300)는 상기 일측의 고리부(200)에 설치되며, 상기 타측의 고리부(200)와 상기 일측의 고리부(200)를 연결하는 것을 특징으로 한다. 고리부(200)는 상기에 개시된 바와 같이 한 쌍으로 구비되며, 복수개의 표지 구조물(100) 중 일단 및 타단에 설치된 표지 구조물(100)에 각각 설치된다. 따라서, 표지판을 기둥에 설치하기 위해서는 한 쌍의 고리부(200)를 연결해야 하며, 이는 연결부(300)를 통해 연결할 수 있다. 이를 수행하기 위해 본 발명에서는 한 쌍의 고리부(200) 중 일측에 설치된 고리부(200)에 연결부(300)가 설치되며, 연결부(300)가 한 쌍의 고리부(200) 중 타측에 설치된 고리부(200)와 한 쌍의 고리부(200) 중 일측에 설치된 고리부(200)를 연결함으로써, 표지판이 기둥에 고정되게 설치할 수 있다.The connection portion 300 may be installed on the ring portion 200. In the present invention, the connection part 300 utilizes a beam clamp, but is not limited to this and is connected to the ring part 200 to provide all methods by which the coasting sign for an earthwork bridge according to an embodiment of the present invention can be installed on a pillar. You can utilize it. In more detail, the connecting portion 300 is installed on the ring portion 200 on one side and connects the ring portion 200 on the other side with the ring portion 200 on the one side. The ring portion 200 is provided as a pair as described above, and is installed on each of the marker structures 100 installed at one end and the other end of the plurality of marker structures 100. Therefore, in order to install a sign on a pole, a pair of ring parts 200 must be connected, which can be connected through the connection part 300. In order to accomplish this, in the present invention, the connection part 300 is installed on the ring part 200 installed on one side of the pair of ring parts 200, and the connection part 300 is installed on the other side of the pair of ring parts 200. By connecting the ring portion 200 and the ring portion 200 installed on one side of the pair of ring portions 200, the sign can be installed to be fixed to a pole.
따라서, 본 발명에 따른 토공 교량용 타력 주행 표지판은 사고 발생 및 수습 시간 동안 활용해야 할 타력 주행 표지판의 특성 상 접이식 및 경량화를 통한 이동성을 높였고, 커버(110) 및 경칩(120)을 활용하여 표지판의 강성을 높힘에 따라 사용자가 표지판을 설치할 시 이동이 용이하며, 표지판으로 인가되는 외부 충격이나 고속 철도의 풍압에도 견딜 수 있으며, 고리부(200)와 연결부(300)를 활용하여 사용자가 손쉽게 표지판의 접힘 및 전개 동작을 수행할 수 있으며, 고속선 선로 주변의 개방된 야외에 H빔과 같은 기둥에 수월하게 설치 및 탈거를 수행할 수 있다.Therefore, the coasting sign for an earthwork bridge according to the present invention has increased mobility through folding and lightweighting due to the nature of the coasting sign that must be used during the accident occurrence and recovery time, and utilizes the cover 110 and light chip 120 to increase the mobility of the sign. By increasing the rigidity of the sign, it is easy for the user to move it when installing the sign, and it can withstand external shock applied by the sign or wind pressure from a high-speed railway, and by utilizing the ring portion (200) and connection portion (300), the user can easily install the sign. It can perform folding and unfolding operations, and can be easily installed and removed from poles such as H-beams in the open air around high-speed line tracks.
상술한 바와 같이 본 발명의 실시 예에 따르면, 접이식이며, 내부가 빈 프로파일로 구성된 표지 구조물을 활용함으로써, 종래 기술 대비 무게를 줄이고, 이동 간 크기를 줄일 수 있음에 따라 표지판의 이동 및 운반성을 높일 수 있으며, 고리부 및 연결부를 설치함으로써, 표지판의 설치 및 탈거가 용이하다.As described above, according to an embodiment of the present invention, by utilizing a sign structure that is foldable and has an empty profile on the inside, the weight can be reduced and the size during movement can be reduced compared to the prior art, thereby improving the movement and transport of the sign. It can be raised, and by installing hooks and connectors, it is easy to install and remove the sign.

Claims (9)

  1. 전면에 반사 시트가 부착되는 복수 개의 표지 구조물;A plurality of sign structures on which a reflective sheet is attached to the front;
    상기 표지 구조물의 후면에 설치되는 고리부; 및A ring portion installed on the rear of the sign structure; and
    상기 고리부에 설치된 연결부;A connection part installed on the ring part;
    를 포함하며,Includes,
    상기 복수 개의 표지 구조물은 서로 연결되어 있는 것The plurality of labeling structures are connected to each other.
    을 특징으로 하는 토공 교량용 타력 주행 표지판.Coasting sign for earthwork bridges featuring.
  2. 제 1항에 있어서,According to clause 1,
    상기 표지 구조물은The marker structure is
    4단으로 접히는 것을 특징으로 하는 토공 교량용 타력 주행 표지판.Coasting sign for earthwork bridges, characterized by being folded in four stages.
  3. 제 1항에 있어서,According to clause 1,
    상기 표지 구조물은The marker structure is
    내부가 빈 프로파일로 구성되는 것을 특징으로 하는 토공 교량용 타력 주행 표지판.Coasting sign for earthwork bridges, characterized in that the interior consists of a hollow profile.
  4. 제 1항에 있어서,According to clause 1,
    상기 표지 구조물은The marker structure is
    폭방향 양단에 커버가 부착되는 것을 특징으로 하는 토공 교량용 타력 주행 표지판.A coasting sign for an earthwork bridge, characterized in that covers are attached to both ends in the width direction.
  5. 제 4항에 있어서,According to clause 4,
    상기 표지 구조물은The marker structure is
    상기 커버를 각각 연결하는 경칩을 포함하는 것을 특징으로 하는 토공 교량용 타력 주행 표지판.A coasting sign for an earthwork bridge, characterized in that it includes light chips connecting each of the covers.
  6. 제 1항에 있어서,According to clause 1,
    상기 반사 시트는The reflective sheet is
    팬터내림예고, 팬터내림보조, 팬터내림, 팬터올림 중 적어도 어느 하나를 포함하는 것을 특징으로 하는 토공 교량용 타력 주행 표지판.A coasting sign for an earthwork bridge comprising at least one of panter lowering notice, panter lowering assistance, panter lowering, and panter raising.
  7. 제 1항에 있어서,According to clause 1,
    상기 고리부는The ring part
    상기 복수개의 표지 구조물 중 일단과 타단에 설치된 표지 구조물에 각각 설치되며,It is installed on each of the marker structures installed at one end and the other end of the plurality of marker structures,
    한 쌍으로 구비되되, 상기 한 쌍의 고리부는 폭방향으로 일정 간격 이격되어 설치되는 것을 특징으로 하는 토공 교량용 타력 주행 표지판.A coasting sign for an earthwork bridge, provided in a pair, wherein the pair of rings are installed at regular intervals in the width direction.
  8. 제 7항에 있어서,According to clause 7,
    상기 고리부는The ring part
    상기 표지 구조물의 폭방향 중심선에서 길이 방향으로 일정 간격 이격되어 설치되는 것을 특징으로 하는 토공 교량용 타력 주행 표지판.A coasting sign for an earthwork bridge, characterized in that it is installed at regular intervals in the longitudinal direction from the width direction center line of the sign structure.
  9. 제 7항에 있어서,According to clause 7,
    상기 연결부는 The connection part is
    상기 일측의 고리부에 설치되며, 상기 타측의 고리부와 상기 일측의 고리부를 연결하는 것을 특징으로 하는 토공 교량용 타력 주행 표지판.A coasting sign for an earthwork bridge, characterized in that it is installed on the ring portion on one side and connects the ring portion on the other side with the ring portion on the one side.
PCT/KR2023/014122 2022-09-30 2023-09-19 Coasting signboard for earthwork bridge WO2024071799A1 (en)

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KR1020220125472A KR20240045766A (en) 2022-09-30 2022-09-30 Coarse travel signs for earthwork and bridges
KR10-2022-0125472 2022-09-30

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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR900009721Y1 (en) * 1987-04-21 1990-10-19 이봉택 Road sign
KR20040004290A (en) * 2003-09-05 2004-01-13 어은수 A route and destination plate
KR200354985Y1 (en) * 2004-04-14 2004-07-01 조순이 Automatically foldable information board
KR100862938B1 (en) * 2008-01-09 2008-10-14 (주)럭스맥스네트웍스 Collapsible led electric light board
KR101056187B1 (en) * 2011-06-23 2011-08-10 (주)제이애드 The guide sign structure
KR102198994B1 (en) * 2020-07-05 2021-01-06 주식회사 미래테크놀러지 Foldable Light Emitting Diode Display Panel

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR900009721Y1 (en) * 1987-04-21 1990-10-19 이봉택 Road sign
KR20040004290A (en) * 2003-09-05 2004-01-13 어은수 A route and destination plate
KR200354985Y1 (en) * 2004-04-14 2004-07-01 조순이 Automatically foldable information board
KR100862938B1 (en) * 2008-01-09 2008-10-14 (주)럭스맥스네트웍스 Collapsible led electric light board
KR101056187B1 (en) * 2011-06-23 2011-08-10 (주)제이애드 The guide sign structure
KR102198994B1 (en) * 2020-07-05 2021-01-06 주식회사 미래테크놀러지 Foldable Light Emitting Diode Display Panel

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