Technology for high line railway
Concrete‹ back
- Sleepers
- ballastless solution
- Cross-pieces
- Sleepers
- ballastless solution
- Cross-pieces
-
RFI 260 VN AV / RFI 260 VN
CONCRETE SLEEPER FOR HIGH SPEED LINES (SPEED ≥ 250 km/h) AND FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
According to EN 13230-1/2 and Technical
Specification RFI TCAR SF AR 03 002
Length: 2600 mm
Width: 300 mm
Depth at rail seat: 230 mm
Mass: 369 kg
Mk,r,pos ≥ +21,0 kNm positive design bending moment
at the rail seat
Mk,c,neg ≥ -18,0 kNm negative design bending
moment at the center
Mk,c,pos ≥ +12,6 kNm positive design bending moment
at the center
Available with USP in accordance with Technical
Specification RFI TCAR SF AR 03 008 -
RFI 240 VN
CONCRETE SLEEPER FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
In accordance with EN 13230-1/2
and Technical Specification RFI TCAR SF AR 03 002
Lenght: 2400 mm
Width: 300 mm
Depth at rail seat: 220 mm
Mass 316 kg
Mk,r,pos ≥ +19,0 kNm positive design bending
moment at rail seat
Mk,c,neg ≥ -19,0 kNm negative design bending
moment at center
Mk,c,pos ≥ +13,3 kNm positive design bending moment
at center
Available with USP in accordance
with Technical Specification
RFI DTCSI SF AR 03 006 1 -
RFI 230 VN
CONCRETE SLEEPER FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
In accordance with EN 13230-1/2
and Technical Specification RFI TCAR SF AR 03 002
Length : 2300 mm
Width: 300 mm
Depth at rail seat: 182 mm
Mass: 248 kg
Mk,r,pos ≥ +12,5 kNm positive design bending moment
at rail seat
Mk,c,neg ≥ -10,5 kNm negative design bending moment
at center
Mk,c,pos ≥ +7,5 kNm positive design bending moment
at center
Available with USP in accordance
with Technical Specification RFI DTCSI SF AR 03 006 1 -
GALLERIA VN/VN AS USP C
CONCRETE SLEEPER FOR USING IN TUNNELS FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
In accordance with EN 13230-1/2
and Technical Specification RFI DTCSI SF AR 03 004 1
Lenght: 2250 mm
Width: 300 mm
Depth at rail seat: 170 mm
Mass: 270 kg
Mk,r,pos ≥ +12,5 kNm positive design bending moment
at rail seat
Mk,c,neg ≥ -16,5 kNm negative design bending
moment at center
Mk,c,pos ≥ +11,5 kNm positive design bending moment
at center
USP: Under Sleeper Pad in accordance
with Technical Specification RFI DTCSI SF AR 03 003 1 -
M 450 PI, M 450 NP, M 450 NV
CONCRETE SLEEPER FOR HIGH SPEED LINES (SPEED ≥ 250 km/h) AND FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
In accordance with EN 13230-1/2
and Technical Specification SNCF IG04026
Lenght: 2400 mm
Width: 290 mm
Depth at rail seat: 220 mm
Mass: 307 kg
Mk,r,pos ≥ +13,00 kNm positive design bending moment
at the rail seat
Mk,c,neg ≥ -14,24 kNm negative design bending moment
at the center
Mk,c,pos ≥ +7,12 kNm positive design bending moment
at the center
Available with USP in accordance with Technical
Specification SNCF IG04013 -
M 453 PI, M 453 NP, M 453 NV
Concrete sleeper for Traditional Lines (speed ≤ 250 km/h) with housing for security rail
In accordance with EN 13230-1/2
and Technical Specification SNCF IG04026
Lenght: 2400 mm
Width: 290 mm
Depth at rail seat: 220 mm
Mass: 307 kg
Mk,r,pos ≥ +13,00 kNm positive design bending moment
at rail seat
Mk,c,neg ≥ -14,24 kNm negative design bending moment
at center
Mk,c,pos ≥ +7,12 kNm positive design bending moment
at center
Available with USP in accordance with Technical
Specification SNCF IG04013 -
M 440 PI, M 440 NP, M 440 NV
CONCRETE SLEEPER FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
In accordance with EN 13230-1/2
and Technical Specification SNCF IG04026
Lenght: 2250 mm
Width: 290 mm
Depth at rail seat: 220 mm
Mass: 280 kg
Mk,r,pos ≥ +12,5 kNm positive design bending moment
at the rail seat
Mk,c,neg ≥ -10,5 kNm negative design bending moment
at the center
Mk,c,pos ≥ +7,5 kNm positive design bending moment
at the center
Available with USP in accordance
with Technical Specification SNCF CT IGEV 016 -
M 240 PI, M 240 NP, M 240 NV
CONCRETE SLEEPER FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
In accordance with EN 13230-1/2
and Technical Specification SNCF IG04026
Lenght: 2260 mm
Width: 300 mm
Depth at rail seat: 170/173 mm
Mass: 300 kg
Mk,r,pos ≥ +10,00 kNm positive design bending
moment at the rail seat
Mdcn ≥ -17,80 kNm negative design bending
moment at the center
Mk,c,pos ≥ +8,90 kNm positive design bending
moment at the centerAvailable with USP in accordance with Technical
Specification SNCF IG04013 -
RFI 230 2VN G USP C, RFI 240 2VN G USP C, RFI 260 2VN G USP C
CONCRETE SLEEPER FOR INSULATING JOINTS
In accordance with EN 13230-1/2
and Technical Specification RFI
Lenght: 2300 mm, 2400 mm, 2600 mm
Width: 400 mm
Depth at rail seat: RFI 230 2VN G: 182 mm
RFI 240 2VN G, RFI 260 2VN G: 221,3 mm
Mass: 350 kg, 430 kg, 463 kg
Positive design bending moment
at rail seat
RFI 230 2VN G: Mk,r,pos ≥ +17,0 kNm
RFI 240 2VN G: Mk,r,pos ≥ +28,0 kNm
RFI 260 2VN G: Mk,r,pos ≥ +28,0 kNm
Negative design bending moment
at center
RFI 230 2VN G: Mk,c,neg ≥ -15,0 kNm
RFI 240 2VN G: Mk,c,neg ≥ -24,0 kNm
RFI 260 2VN G: Mk,c,neg ≥ -24,0 kNm
Positive design bending moment
at center
RFI 230 2VN G: Mk,c,pos ≥ +13,5 kNm
RFI 240 2VN G: Mk,c,pos ≥ +24,0 kNm
RFI 260 2VN G: Mk,c,pos ≥ +24,0 kNm
USP: Under Sleeper Pad in accordance
with Technical Specification RFI TCAR SF AR 03 008 -
M 458 NP/NV, M248 NP/NV
CONCRETE SLEEPERS FOR INSULATING JOINTS
In accordance with EN 13230-1/2
and Technical Specification SNCF IG04026
Lenght:
M 458 NP/NV: 2400 mm
M 248 NP/NV: 2260 mm
Width: 400 mm
Depth at rail seat:
M 458 NP/NV215,3 mm
M 248 NP/NV: 176,0 mm
Mass:
M 458 NP/NV: 427,5 mm
M 248 NP/NV: 347,0 mm
Positive design bending moment at the rail seat
M 458: Mk,r,pos ≥ +25,0 kNm
M 248: Mk,r,pos ≥ +19,0 kNm
Mk,c,neg ≥ -26,7 kNm negative design bending
moment at the center
Mk,c,pos ≥ +17,8 kNm positive design bending
moment at the center
USP: Available in accordance with Technical
Specification SNCF CT IGEV 016 -
RFI 230 VN GII, RFI 240 VN GII, RFI 260 VN/VN AV GII
CONCRETE SLEEPERS WITH FAIRLEADS FOR INSULATING JOINTS
In accordance with EN 13230-1/2
and Technical Specification RFI TCAR SF AR 03 002
Lenght: 2300 mm, 2400 mm, 2600 mm
Width: 300 mm
Depth at rail seat:
RFI 230 V GII: 185 mm
RFI 240 V GII, RFI 260 V GII: 220 mm
Mass: 293 kg, 365 kg, 395 kg
Mk,r,pos, Mk,c,neg, Mk,c,pos: design bending moments
the same as standard sleepers RFI 230, RFI 240
and RFI 260 -
RFI 230 GII, RFI 240 GII, RFI 260 GII
CONCRETE SLEEPERS WITH FAIRLEADS FOR INSULATING JOINTS
In accordance with EN 13230-1/2
and Technical Specification RFI TCAR SF AR 03 002
Lenght: 2300 mm, 2400 mm, 2600 mm
Width: 300 mm
Depth at rail seat: 220 mm
Mass: 369 kg, 384 kg, 416 kg
Mk,c,pos, Mk,c,neg, Mk,c,pos: design bending moments
the same as standard sleepers RFI 230,
RFI 240 and RFI 260 -
RFI 230 VN PC, RFI 240 VN PC, RFI 260 VN/VN AV PC
CONCRETE SLEEPERS WITH FAIRLEADS
In accordance with EN 13230-1/2
and Technical Specification RFI TCAR SF AR 03 002
Lenght: 2300 mm, 2400 mm, 2600 mm
Width: 300 mm
Depth at rail seat:
RFI 230 VN PC: 185 mm
RFI 240 VN PC, RFI 260 VN/VN AV PC: 220 mm
Mass: 283 kg, 353 kg, 385 kg
Mk,r,pos, Mk,c,neg, Mk,c,pos: design bending moments
the same as standard sleepers RFI 230,
RFI 240 and RFI 260 -
RFI 230 PC, RFI 240 PC, RFI 260 PC
CONCRETE SLEEPERS WITH FAIRLEADS
In accordance with EN 13230-1/2
and Technical Specification RFI TCAR SF AR 03 002
Lenght: 2300 mm, 2400 mm, 2600 mm
Width: 300 mm
Depth at rail seat: 220 mm
Mass: 369 kg, 384 kg, 416 kg
Mk,r,pos, Mk,c,neg, Mk,c,pos: design bending moments
the same as standard sleepers RFI 230, RFI 240
and RFI 260 -
JOINTS KIT
SYSTEM FOR INSULATED JOINTS OF THE TRACK
The special sleepers for joints can be supplied pre-assembled as a “joint span” consisting of:
n. 1 special crosspiece to support joints type “2VN G” with USP C
n. 2 special “VN GII” type cable traverses with USP B
n. 2 GII” glued insulating joints
n. 2 complete cable joint control devices of accessories
The pre-assembled “joint spans” are available in the types RFI 230 and RFI 240; the type RFI 260 currently cannot be pre-assembled due to problems of space in truck transport.
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RFI 260 VN/VN AV CDB, RFI 240 VN CDB RFI 260 VN/VN AV CDB EXT
CONCRETE SLEEPER FOR TRADITIONAL LINES (SPEED ≤ 250 km/h) AND FOR HIGH SPEED LINES (SPEED ≥ 250 km/h) WITH HOUSING FOR CAPACITOR
In accordance with EN 13230-1/2
and Technical Specification RFI TCAR SF AR 03 002
Lenght: 2400 mm, 2600 mm
Width: 300 mm
Depth at rail seat:
RFI 240: 220 mm
RFI 260: 230 mm
Mass:
RFI 240: 316 kg
RFI 260: 369 kg
Mk,r,pos, Mk,c,neg, Mk,c,pos : design bending moments
the same as standard sleepers RFI 240 and RFI 260
Available with USP in accordance
with Technical Specification RFI DTCSI SF AR 03 006 1 -
RFI 230 VN BOA, RFI 240 VN BOA, RFI 260 VN/VN AV BOA
CONCRETE SLEEPERS WITH HOUSING FOR EUROBALISE
In accordance with EN 13230-1/2
and Technical Specification RFI
Lenght: 2300 mm, 2400 mm, 2600 mm
Width: 300 mm
Depth at rail seat:
RFI 230 VN BOA: 190 mm
RFI 240 VN BOA, RFI 260 VN/VN AV BOA: 230 mm
Mass: 314 kg, 400 kg, 432 kg
Mk,r,pos, Mk,c,neg, Mk,c,pos: design bending moments
the same as standard sleepers RFI 230, RFI 240 e RFI 260
Compatible with the Eurobalise electric BOA
currently on the market -
RFI 230 VN 1GZ USP C
CONCRETE SLEEPER FOR JOINTS
In accordance with EN 13230-1/2
and Technical Specification RFI
Lenght: 2300 mm
Width: 400 mm
Depth at rail seat: 185/167,5 mm
Mass: 343 kg
Mk,r,pos ≥ +12,5 kNm positive design bending moment
at rail seat
Mk,c,neg ≥ -16,5 kNm negative design bending moment
at center
Mk,c,pos ≥ +11,5 kNm positive design bending moment
at center
USP: Under Sleeper Pad in accordance
with Technical Specification RFI DTCSI SF AR 03 003 1 -
RFI 230 2GZ USP C
CONCRETE SLEEPER FOR JOINTS
In accordance with EN 13230-1/2 and Technical
Specification RFI
Lenght: 2300 mm
Width: 400 mm
Depth at rail seat: 167,5 mm
Mass: 333 kg
Mk,r,pos ≥ +12,5 kNm positive design bending moment
at rail seat
Mk,c,neg ≥ -16,5 kNm negative design bending
moment at center
Mk,c,pos ≥ +11,5 kNm positive design bending moment
at center
USP: Under Sleeper Pad in accordance with
Technical Specification RFI DTCSI SF AR 03 003 1 -
RFI 240 VN DS
CONCRETE SLEEPER DUAL GAUGE FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
In accordance with EN 13230-1/2
and Technical Specification RFI TCAR SF AR 03 002
Lenght: 2400 mm
Width: 300 mm
Depth at rail seat: 220 mm
Mass: 348 kg
Mk,r,pos ≥ +19,0 kNm positive design bending moment
at rail seats
Mk,c,neg ≥ -19,0 kNm negative design bending moment
at center
Mk,c,pos ≥ +13,3 kNm positive design bending moment
at center -
M225A V 54E1
CONCRETE SLEEPER DUAL GAUGE FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
In accordance with EN 13230-1/2
Lenght: 2250 mm
Width: 300 mm
Depth at rail seat: 182 mm
Mass: 245 kg
Mk,r,pos ≥ +12,5 kNm positive design bending moment
at rail seats
Mk,c,neg ≥ -10,5 kNm negative design bending moment
at center
Mk,c,pos ≥ +7,5 kNm positive design bending moment
at center -
VAX U20
TWIN-BLOCK REINFORCED SLEEPERS FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
In accordance with EN 13230-1/3
Lenght: 2284 mm
Width: 285 mm
Depth at rail seat: 219 mm
Mass: 220 kg
Mk,r,pos ≥ +11,00 kNm positive design bending moment
at the rail seat
Available version for ballastless track -
VAX U20, VAX 95
TWIN-BLOCK REINFORCED SLEEPERS FOR NARROW GAUGE LINES
In accordance with EN 13230-1/3
Lenght: 1670/1667 mm
Width: 270/290 mm
Depth at rail seat: 161/199 mm
Mass: 145/150 kg
Mk,r,pos ≥ +4,2/7,5 kNm positive design bending moment at rail seat
Available version for ballastless track -
RG 180-230 VN
CONCRETE SLEEPER FOR TRAM LINES
In accordance with Technical Specification RFI TCAR SF AR 03 002
Lenght: 2300 mm
Width: 300 mm
Depth at rail seat: 182 mm
Mass: 251 kg
Mk,r,pos ≥ +12,5 kNm positive design bending moment
at the rail seat
Mk,c,neg ≥ -10,5 kNm negative design bending
moment at the center
Mk,c,pos ≥ +7,5 kNm positive design bending moment at the center
On demand, with plastic dowel
to house adjusting screw -
SR 180 VN, SR 180 VN RLM
CONCRETE SLEEPER FOR NARROW GAUGE LINES – CONCRETE SLEEPER FOR NARROW GAUGE LINES AGAINST LATERAL DISPLACEMENT
In accordance with Technical Specification RFI TCAR SF AR 03 002
Lenght: 1800 mm
Width:at the end: 300 mmat the centre: 560 mm
Depth at rail seat: 180 mm
Mass: 220 kg
Mk,r,pos ≥ +12,5 kNm positive design bending moment
at rail seat
Mk,c,neg ≥ -10,5 kNm negative design bending moment
at center
Mk,c,pos ≥ +7,5 kNm positive design bending moment
at center
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SLAB IN C.A.P.
SLAB IN C.A.P. WITH INCORPORATED RAISING ADJUSTMENT
Complies with series standards EN 16432
and ti the Guide Line RFI DTC SI LG AR 08 001 1
Length: 4800 mm
Width: 2400 mm
Mass: 6500 kg
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TBE-N1 COVERED CONCRETE SLEEPER
CONCRETE SLEEPER IN C.A.P. COVERED WITH ELASTOMERIC MATERIAL WITH LOW VIBRATION ATTENUATION, FOR INSTALLATION WITH ANCHORING JET IN CONCRETE.
For urban transport tracks with vibration damping requirements.
Compliant with EN 13230-1 / 2 standards and Technical Specifications
PN1210_06_ACT_STE_002207 (Grand Paris Express)
Length: 2200 mm
Width: 255 mm
Height under rail: 200 mm
Mass: 267 kg
Mk,r,pos ≥ +10,00 kNm positive design bending moment characteristic for the sub-rail section
Mk,c,neg ≥ -14,25 kNm negative design bending moment at center -
TBE-N2 COVERED CONCRETE SLEEPER
CONCRETE SLEEPER IN C.A.P. COVERED WITH ELASTOMERIC MATERIAL WITH INTERMEDIATE ATTENUATION OF VIBRATIONS FOR INSTALLATION WITH AN ANCHORING JET IN CONCRETE
For urban transport tracks with vibration damping requirements.
Compliant with EN 13230-1 / 2 standards and Technical Specifications PN1210_06_ACT_STE_002207
(Grand Paris Express)
Length: 2200 mm
Width: 255 mm
Height under rail: 200 mm
Mass: 251 kg / m
Mk,r,pos ≥ +10,00 kNm positive design bending moment characteristic for the sub-rail section
Mk,c,neg ≥ -14,25 kNm negative design bending moment at center -
TBE-N3 COVERED CONCRETE HIGH DENSITY SLEEPER
CONCRETE SLEEPER IN C.A.P. PRODUCED WITH CONCRETE HIGH DENSITY 4000 kg / m
AND COVEDER WITH HIGH VIBRATION ATTENUATION ELASTOMERIC MATERIAL FOR INSTALLATION WITH JET OF ANCHOR IN CONCRETEFor urban transport tracks with vibration damping requirements.
Compliant with EN 13230-1 / 2 standards and Technical Specifications PN1210_06_ACT_STE_002207
(Grand Paris Express)
Length: 2200 mm
Width: 255 mm
Height under rail: 200 mm
Mass: 251 kg / m
Mk,r,pos ≥ +10,00 kNm positive design bending moment characteristic for the sub-rail section
Mk,c,neg ≥ -14,25 kNm negative design bending moment at center -
MASSIVE SYSTEM
MASSIVE SYSTEM FOR BALLASTLESS SUPERSTRUCTURE WITH FLOATING MASS FOR RAILWAY AND SUBWAY LINES
Axle load: railway lines: 225 kN
subway lines: 120÷135 kN
Reinforced concrete block:
railway lines: 660x290x188 mm
subway lines: 660x290x166 mm
Under block: vibration insulating elastomer
Rubber boot
Mortar: expansive cement mortar cast in place
between the boot and floating bath
Reinforced concrete floating bath:
railway lines: 2900x1790x380 mm
subway lines: 2700x2240x360 mm
Under bath element: vulcanized rubberTotal mass:
railway lines: 2900 kg per meter of track
subway lines: 2600 kg per meter of track -
SLAB IN C.A.
SLAB TRACK IN REINFORCED CONCRETE FOR BALLASTLESS SUPERSTRUCTURE
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RFI CONCRETE BEARERS
PRESTRESSED CONCRETE BEARERS FOR SWITCHES AND CROSSING (RFI)
In accordance with EN 13230-1/4
and Technical Specification RFI TCAR SP AR 03 003
Lenght from 2300 to 6600 mm
Width: 300 mm for lengths from 2300 to 5500 mm
320 mm for lengths from 5600 to 6600 mm
and shunting work systems
Depth: 220 mm
Mass: 158 kg/m for width 300 mm
169 kg/m for width 320 mm
Mk,r,pos ≥ +28,0 kNm positive design bending moment
Mk,c,neg ≥ -28,0 kNm negative design bending moment at the center
Available with USP in accordance
with Technical Specification RFI TGR SF AR 03 008 -
CONCRETE BEARERS IN CAP FOR HL EXPANSION DEVICE
Series of bearers in cap for expansion apparatus HL composed by n. 10 pieces of HL1, n. 1 piece of HL2 e n. 1 piece of HL3
HL1
Lenght from 2600 mm
Width: 300 mm
Depth at rail seat: 220 mm
Mass: 410 kgHL2/HL3
Lenght: 2600 mm
Width: 300 mm
Depth at rail seat: 220 mm
Mass: 485 kg
Mk,r,pos, Mk,c,neg: design bending moments
the same as standard sleepers and bearers in c.a.p.
for track RFI