1 Rehabilitation of the track formation layer with the RPM 2002 in Romania Using high-output track...
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Transcript of 1 Rehabilitation of the track formation layer with the RPM 2002 in Romania Using high-output track...
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
Using high-output track formation rehabilitation
machine
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
Existing Situation:
• the thickness of the ballast prism range between 0,40 – 1,10 m
• formation protection layer range between 0,10 - 0,70 m
• earth in the embankment is mainly mixed with clayey silts
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
Designed solution:
• improve the plain line
• improve the route geometry in longitudinal profile
• improve the track geometry in cross-section
• increasing the bearing capacity at the formation level
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
General work schedule:
• Construction period 600 working days
• laying of 600.000 m³ of new formation layers
• laying of 150 new turnouts
• installing of 20.000 tons of rails
• laying of 310.000 new sleepers
• 190 km of complete track renewal
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
Stations:
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
RPM 2002 track formation rehabilitation machine
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
Following works can be carried out in one operation process:
• Excavation of the old ballast layer
• Cleaning the ballast of cohesive material and metal pieces
• Sharpening and cleaning the pre-cleaned ballast
• Excavation of the remaining formation material
• Levelling the sub grade
• Building in the geotextile
• Inserting and compaction of the formation layer
• Inserting the recycled ballast
• track tamping and recording the achieved track geometry
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
Ballast excavation chain:
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
Recycling equipment
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
Sub grade excavation chain
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
Formation layer insertion and compaction devices
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
Tamping unit
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
Quality Control
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
Quality Control Proctor
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
Inserting geo synthetic materials
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
Transport Logistics:
Rail bonded transport with MFS spoil wagons
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
The following advantages can be achieved by using high output track formation rehabilitation machines like RPM 2002:
• Insertion of the new formation layer without removal of existing track
• Recycling of old ballast
• No movements on the substructure formation with machines
• Compaction and levelling of substructure formation by RPM 2002
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
The following advantages can be achieved by using high output track formation rehabilitation machines like RPM 2002:
• Performance of the machine from 40 up to 70 m/h, depending on the thickness of the track formation layer
• On 2-tracks sections the train operation on the open track is possible
• Short, open excavation pit (approx. 6m long and 1m deep)
• Possibility of simultaneous insertion of geotextile and /or geogrid and formation layer
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Rehabilitation of the track formation layer with the RPM 2002 in Romania
The following advantages can be achieved by using high output track formation rehabilitation machines like RPM 2002:
• Reducing the line closure time
• No construction of temporary access roads
• Assuring a hand back speed of 40 km/h on the rehabilitated track
• Saving up to 50% new material by mixing recycled material