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REINFORCEMENT METHOD FOR RAILWAY EMBANKMENT USING TEMPORARY PLATFORM
Provided is a railway banked roadbed reinforcing construction method using a temporary platform, which is possible to reinforce a railway banked roadbed in a roadbed grouting injecting construction method without stop of driving a railway vehicle by temporarily storing roadbed reinforcing equipment during driving of the railway vehicle by horizontally temporarily installing a temporary platform on a side surface of the railway banked roadbed so as to reinforce the railway banked roadbed installed with a concrete track, is rapidly perforated and inserts a multichannel simultaneous injecting pipe by immediately inserting an operation vehicle at a night railway blocking time, is possible to rapidly reinforce the railway banked roadbed by injecting multichannel simultaneous injecting grout into the railway banked roadbed, and is possible to simply move and arrange the operation vehicle temporarily stored in the temporary platform on the rail by using a mobile operation board.
콘크리트궤도가 설치된 철도 성토노반의 보강을 위해 가설 플랫폼을 철도 성토노반의 측면에 수평으로 임시 설치하여 열차 운행중에는 노반 보강장비를 임시 보관함으로써 열차 운행의 중단 없이 노반 그라우팅 주입공법으로 철도 성토노반을 보강할 수 있고, 야간 열차차단시간에 작업대차를 장비를 즉시 투입하여 급속천공 및 다채널 동시 주입관을 삽입하고, 철도 성토노반에 다채널 동시 그라우트를 주입함으로써 철도 성토노반을 신속하게 보강할 수 있으며, 또한, 이동작업판을 사용함으로써 가설 플랫폼에 임시 보관된 작업대차를 레일 상에 간편하게 이동 배치할 수 있는, 가설 플랫폼을 이용한 철도 성토노반 보강 공법이 제공된다.
REINFORCEMENT METHOD FOR RAILWAY EMBANKMENT USING TEMPORARY PLATFORM
Provided is a railway banked roadbed reinforcing construction method using a temporary platform, which is possible to reinforce a railway banked roadbed in a roadbed grouting injecting construction method without stop of driving a railway vehicle by temporarily storing roadbed reinforcing equipment during driving of the railway vehicle by horizontally temporarily installing a temporary platform on a side surface of the railway banked roadbed so as to reinforce the railway banked roadbed installed with a concrete track, is rapidly perforated and inserts a multichannel simultaneous injecting pipe by immediately inserting an operation vehicle at a night railway blocking time, is possible to rapidly reinforce the railway banked roadbed by injecting multichannel simultaneous injecting grout into the railway banked roadbed, and is possible to simply move and arrange the operation vehicle temporarily stored in the temporary platform on the rail by using a mobile operation board.
콘크리트궤도가 설치된 철도 성토노반의 보강을 위해 가설 플랫폼을 철도 성토노반의 측면에 수평으로 임시 설치하여 열차 운행중에는 노반 보강장비를 임시 보관함으로써 열차 운행의 중단 없이 노반 그라우팅 주입공법으로 철도 성토노반을 보강할 수 있고, 야간 열차차단시간에 작업대차를 장비를 즉시 투입하여 급속천공 및 다채널 동시 주입관을 삽입하고, 철도 성토노반에 다채널 동시 그라우트를 주입함으로써 철도 성토노반을 신속하게 보강할 수 있으며, 또한, 이동작업판을 사용함으로써 가설 플랫폼에 임시 보관된 작업대차를 레일 상에 간편하게 이동 배치할 수 있는, 가설 플랫폼을 이용한 철도 성토노반 보강 공법이 제공된다.
REINFORCEMENT METHOD FOR RAILWAY EMBANKMENT USING TEMPORARY PLATFORM
가설 플랫폼을 이용한 철도 성토노반 보강 공법
LEE SU HYUNG (author) / YEONG TAE CHOI (author) / LEE IL WHA (author) / YOO MINTAEK (author)
2019-10-25
Patent
Electronic Resource
Korean
IPC:
E01B
PERMANENT WAY
,
Gleisoberbau
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