KR200267016Y1 - A block retaining wall for a railroad roadbed protection - Google Patents

A block retaining wall for a railroad roadbed protection Download PDF

Info

Publication number
KR200267016Y1
KR200267016Y1 KR2020010037786U KR20010037786U KR200267016Y1 KR 200267016 Y1 KR200267016 Y1 KR 200267016Y1 KR 2020010037786 U KR2020010037786 U KR 2020010037786U KR 20010037786 U KR20010037786 U KR 20010037786U KR 200267016 Y1 KR200267016 Y1 KR 200267016Y1
Authority
KR
South Korea
Prior art keywords
retaining wall
edge
roadbed
rail
wall
Prior art date
Application number
KR2020010037786U
Other languages
Korean (ko)
Inventor
원 회 양
Original Assignee
원 회 양
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 원 회 양 filed Critical 원 회 양
Priority to KR2020010037786U priority Critical patent/KR200267016Y1/en
Application granted granted Critical
Publication of KR200267016Y1 publication Critical patent/KR200267016Y1/en

Links

Landscapes

  • Road Paving Structures (AREA)

Abstract

본 고안은 철로의 노반 좌,우 경사면에 원호 지그자그 형태의 옹벽을 매입 입설하되 옹벽은 중도부의 운두는 높고 좌,우선단부의 운두는 낮게 한 마제(馬蹄)형 옹벽 단위블럭을 구비하여 이러한 옹벽 단위블럭과 블럭을 파(波)형으로 연결고정하여 철로의 지반 붕괴방지와 각종 나무와 식물등을 식재하므로써 환경친화적인 아름다운 철로주변을 제공할 수 있도록 한 고안에 대한 것이다.The present invention purchases and installs an arc-zigzag-type retaining wall on the left and right slopes of the roadbed, and the retaining wall is equipped with a horseshoe-type retaining wall unit block with a high cloud on the middle part and a low cloud on the left and right ends. The unit block and block are connected in a wave shape to prevent ground collapse of railroads and plant various trees and plants to provide environmentally friendly railroads.

Description

철로 노반 보호용 블럭옹벽{A block retaining wall for a railroad roadbed protection}A block retaining wall for a railroad roadbed protection}

본 고안은 철로레일이 부설된 철로에 있어서, 기차가 주행시 레일에 가해지는 하중과 진동을 흡수 소진하므로써 레일 및 침목의 부설상태가 안전하게 유지되도록 하는 철로 노반을 보호용 옹벽을 형성하도록 하되, 옹벽을 보다 용이하게 설치하도록 하는 구조를 가지는 블럭으로 설치할 수 있는 옹벽구조에 대한 고안으로서, 종래 철로는 기존 지면으로부터 소정의 높이와 폭으로 되는 범위에 자갈을 포설한 다음 이러한 자갈층 상면에 대략 자갈층에 하부가 매입고정되는 나무 또는 콘크리트재로 되는 침목을 소정 간격으로 이격한 상태로 노반의 길이방향에 대하여 직각 방향으로 매설한다음, 이 침목과 기차 철륜이 주행하는 레일을 레일고정용 클립으로 체결고정하는 구조로 철로 노반이 부설되어 있다.The present invention is to provide a retaining wall for the rail roadbed to keep the rail and sleepers laid safely by absorbing and exhausting the load and vibration applied to the rail when the train is running in the railroad in which the railroad is laid, As a design for a retaining wall structure that can be installed as a block having a structure for easy installation, conventional railroads install gravel in a range of a predetermined height and width from the existing ground, and then the lower portion is embedded in the gravel layer on the upper surface of the gravel layer. The sleepers made of wood or concrete to be fixed are laid at right angles to the longitudinal direction of the roadbed at predetermined intervals, and then the rails on which the sleepers and the rails of the train run are fastened and fastened with rail fastening clips. A railroad roadbed is laid.

상기와 같은 구조로 부설되어 있는 철로는 도시 구간을 지나는 경우에도 동일한 구조로 부설되어 있어 철로 주변의 경관이 매우 삭막하고 자갈로 부설되어 있는 철로의 노반이 유실되지 못하도록 철로 보수원이 항상 철로 주변을 감시 보수해야 하는 문제점이 상존하고 있다.The railroads laid in the above structure are laid in the same structure even when they pass through the city section, so the railway repairman always keeps the tracks around the railroads so that the landscape around the railway is very depressed and the roadbed of the gravel is not lost. There is a problem that requires monitoring and maintenance.

도 1은 본 고안상으로 실시되는 철로 노반 보호용 블럭으로 철로 노반 보호용 용벽을 시공하였을때의 일부절결 부분사시도1 is a partially cut-away partial perspective view when constructing a railway roadbed protection wall as a rail roadbed protection block implemented according to the present invention;

도 2는 도 1에서의 A-A' 선단면도2 is a cross-sectional view taken along line A-A 'in FIG.

도 3은 본 고안상으로 실시되는 옹벽을 구축할 시 철로 노반 보호용 블럭 선단과 선단을 연결고정시키도록 하는 체결부(도 1에서의 "B")의 분해 사시도Figure 3 is an exploded perspective view of the fastening portion ("B" in Figure 1) for fixing the end of the rail roadbed protection block to the end when building the retaining wall implemented in accordance with the present invention

<도면의 주요부분에 대한 부호설명><Code Description of Main Parts of Drawing>

1. 철로 2,2a. 좌,우측 노반1. Railway 2,2a. Left and right roadbeds

10. 옹벽 11. 테두리10. Retaining Wall 11.Border

11a,11b. 테두리 양측선단 13. 볼트 관통공11a, 11b. Edge Both Sides 13. Bolt Through Hole

14,14a. 철판재 고정판 15. 볼트14,14a. Steel plate fixing plate 15. Bolt

16. 너트 20. 나무16. Nut 20. Wood

본 고안은 도심을 지나는 철로일 경우 주변 경관이 환경친화적인 미화구조를 가지면서 보다 견고한 철로 노반을 유지할 수 있도록 철로 좌,우측 노반경사면에 일정한 크기와 원호형태의 콘크리트 블럭을 성형제작하여 이 콘크리트 블럭을 철로 길이방향으로 매설하여 옹벽을 형성하게 하고, 이 옹벽 경사면에 식목을 하므로서 환경친화적인 철로 주변 경관으로 미화하도록 안출한 고안인바, 이를 첨부한 도면에 의거하여 상술하면 다음과 같다.The present invention is designed to produce concrete blocks of constant size and arc shape on the left and right road slopes in order to maintain a more stable railway roadside while maintaining the environment-friendly beautification structure when the railway passes through the city center. In order to form the retaining wall by laying in the longitudinal direction of the rail, and planted on the retaining wall slope, devised to beautified to the environment surrounding the environmentally friendly railway, bar in detail according to the accompanying drawings as follows.

철로(1)를 구성하는 자갈층으로 되는 철로의 좌,우측 노반(2)(2a) 경사면 선단에 옹벽(10)을 철로 길이방향으로 연설매입하되, 이 콘크리트 옹벽(10)의 단위 구조는 평면적으로는 소정 두께로 되고 마제(馬蹄) 형태의 일정한 반경으로 되는 테두리(11)를 가지되 철로쪽의 테두리(11)는 높고 노반선단쪽으로는 낮은 운두(12)로 경사지게 형성하고, 이러한 테두리(11) 선단은 테두리(11)의 반대방향의 원호면으로 되고 테두리(11) 반경의 1/2 원호로 되고 테두리(11)의 중심을 기준으로 좌,우 대칭되며 가장 낮은 운두로 되는 테두리(11) 양측 선단(11a)(11b)에 다수개(도면상으로는 상하 2곳)의 볼트관통공(13)을 천설하고, 테두리(11) 양측선단(11a) 전,후 벽면에 각각 원호로 휘어진 철판재 고정판(14)(14a)을 대접하고 볼트(15)와 너트(16)로 나착고정 연결하므로써 옹벽(10)을 구축하고 이 옹벽을 기준으로 경사면을 복토하여 나무(20)와 화초등을 식재하여 철로 노반주변을 미화한다.While the retaining wall 10 is embedded in the longitudinal direction of the railway, the unit structure of the concrete retaining wall 10 is planarly embedded at the tip of the left and right roadbeds (2) (2a) inclined surfaces of the railway, which is a gravel layer constituting the railway line (1). Has a predetermined thickness and has a border (11) of a constant radius of horse (horse) form, but the border 11 of the rail side is formed to be inclined with a low cloud head (12) high and the roadbed tip, such a border (11) The tip is a circular arc surface in the opposite direction of the rim 11, is a half arc of the radius of the rim 11, left and right symmetrical with respect to the center of the rim 11, and both sides of the rim 11 are the lowest A plurality of bolt through holes 13 are laid at the ends 11a and 11b, and the steel plate fixing plate bent in an arc on the wall surface before and after the edge 11a on both sides 11a. 14) Retains the retaining wall 10 by welding 14a and attaching and screwing it with the bolt 15 and the nut 16. High-applied to the inclined surface relative to the retaining wall by planting a tree (20) and plants such as the US and railway roadbed around.

상기와 같이 구성된 본 고안상으로 실시되는 철로 주변을 물결형태의 옹벽(10)을 입설하여 노반 경사면에 아름다운 나무와 식물을 식재하므로써 철로 주변의 환경이 매우 미려하여 대인친화적 장소로 제공될 수 있으며, 옹벽(10)이 노반 경사면을 지지하므로써 노면 붕괴등의 사고가 발생되지 않는등의 효과가 있다.By placing beautiful retaining trees and plants on the slope of the roadbed by installing the wave-shaped retaining wall 10 around the railway, which is implemented according to the present invention, which is configured as described above, the surrounding environment of the railway can be very beautiful and can be provided as a friendly place. As the retaining wall 10 supports the roadbed slope, an accident such as road collapse does not occur.

Claims (1)

철로 노반을 구축함에 있어서, 철로의 좌,우측 노반(2)(2a)에 철로 길이방향으로 콘크리트 옹벽(10)을 매입 입설하되, 옹벽(10)의 단위 구조는 평면적으로는 소정 두께로 되고 마제(馬蹄) 형태의 일정한 반경으로 되는 테두리(11)를 가지되 철로쪽의 테두리(11)는 높고 노반선단쪽으로는 낮은 운두(12)로 경사지게 형성하고 이러한 테두리(11) 선단은 테두리(11)의 반대방향의 원호면으로 되고 테두리(11) 반경의 1/2 원호로 되고 테두리(11)의 중심을 기준으로 좌,우 대칭되며 가장 낮은 운두로 되는 테두리(11) 양측 선단(11a)(11b)에 다수개의 볼트관통공(13)을 천설하고, 테두리(11) 양측선단(11a) 전,후 벽면에 각각 원호로 휘어진 철판재 고정판(14)(14a)을 대접하고 볼트(15)와 너트(16)로 나착고정 연결하므로써 옹벽(10)을 구축하고, 이 옹벽을 기준으로 경사면을 복토하여 나무(20)와 화초등을 식재하여서 되는 철로 노반 보호용 블럭옹벽In constructing the railway roadbed, the concrete retaining wall 10 is embedded in the left and right roadbeds (2) and (2a) of the track in the lengthwise direction of the track, but the unit structure of the retaining wall 10 has a predetermined thickness in plan and is finished. (馬蹄) shape has a border (11) having a constant radius, but the rail (11) of the rail side is formed to be inclined with a low head (12) high and roadbed to the front end, and this edge (11) the tip of the border (11) Both ends 11a and 11b of the edge 11, which are circular arc faces in the opposite direction, become 1/2 arcs of the radius of the edge 11, are symmetrical left and right with respect to the center of the edge 11, and become the lowest motto. A plurality of bolt through holes 13 are laid in the wall, and the steel plate fixing plates 14 and 14a, which are curved by arcs on the wall surfaces before and after the edge 11, on both sides of the front end 11a, are treated with bolts 15 and nuts ( The retaining wall 10 is constructed by attaching and fixing in a fixed manner, and the inclined surface is covered based on the retaining wall. No-rail protective subgrade retaining wall block that is hayeoseo food material or the like 20 and the plants
KR2020010037786U 2001-12-07 2001-12-07 A block retaining wall for a railroad roadbed protection KR200267016Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2020010037786U KR200267016Y1 (en) 2001-12-07 2001-12-07 A block retaining wall for a railroad roadbed protection

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2020010037786U KR200267016Y1 (en) 2001-12-07 2001-12-07 A block retaining wall for a railroad roadbed protection

Publications (1)

Publication Number Publication Date
KR200267016Y1 true KR200267016Y1 (en) 2002-03-06

Family

ID=73071706

Family Applications (1)

Application Number Title Priority Date Filing Date
KR2020010037786U KR200267016Y1 (en) 2001-12-07 2001-12-07 A block retaining wall for a railroad roadbed protection

Country Status (1)

Country Link
KR (1) KR200267016Y1 (en)

Similar Documents

Publication Publication Date Title
US5181657A (en) Composite rubber/concrete railroad grade crossing system
US4117977A (en) Highway-railway crossing
KR200267016Y1 (en) A block retaining wall for a railroad roadbed protection
US1881376A (en) Traffic guard
US20080054086A1 (en) Bearing structure with reduced vibratory level for railroad track
KR20110068450A (en) Elastic pile for railroad-bed frostbite reduction and this construction technique
KR101014268B1 (en) gravel protection panel for gravel ballast
RU2676772C1 (en) Railway crossing
JP2011080294A (en) Planting setting structure
JPH0124161Y2 (en)
EP1253245B1 (en) Method of alternative use of tracks
JP2019143443A (en) Track structure and track construction method
DE3930498C1 (en) Plant substrate for railway lines - has U=shaped rigid troughs inserted into track to support substrate
JP5922594B2 (en) Railroad crossing structure
RU129940U1 (en) COVERING MOVING THROUGH THE RAILWAY
US20190040587A1 (en) Railway or Tramway Track
CN209722634U (en) A kind of prefabricated whole crossing plates structure in special purpose railroad level crossing location
CA1194010A (en) Rail seal
JP4532764B2 (en) Pavement structure outside track gauge and pavement method outside track gauge
JP2930586B1 (en) Railroad crossing
US831782A (en) Railroad-crossover.
JP5922595B2 (en) Railroad crossing structure
US988752A (en) Railroad cross-tie.
WO2000022234A1 (en) Improvements in or relating to tracks for railway type vehicles
KR200393763Y1 (en) Multi-Function Improved Concrete Sleeper

Legal Events

Date Code Title Description
REGI Registration of establishment
T201 Request for technology evaluation of utility model
T701 Written decision to grant on technology evaluation
FPAY Annual fee payment

Payment date: 20050822

Year of fee payment: 4

LAPS Lapse due to unpaid annual fee