Technology for high line railway
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- Sleepers
- Slabs
- Cross-pieces
- Sleepers
- Slabs
- 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
Mdr ≥ +21,0 kNm positive design bending moment
at the rail seat
Mdcn ≥ -18,0 kNm negative design bending
moment at the center
Mdc ≥ +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
Mdr ≥ +19,0 kNm positive design bending
moment at rail seat
Mdcn ≥ - 19,0 kNm negative design bending
moment at center
Mdc ≥ +13,3 kNm positive design bending moment
at center
Available with USP in accordance
with Technical Specification
RFI TCAR SF AR 03 008 -
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
Mdr ≥ +12,5 kNm positive design bending moment
at rail seat
Mdcn ≥ -10,5 kNm negative design bending moment
at center
Mdc ≥ +7,5 kNm positive design bending moment
at center
Available with USP in accordance
with Technical Specification RFI TCAR SF AR 03 008 -
GALLERIA VN/VN AS USP
CONCRETE SLEEPER FOR USING IN TUNNELS FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
In accordance with EN 13230-1/2
and Technical Specification RFI TCAR SF AR 03 009
Lenght: 2250 mm
Width: 300 mm
Depth at rail seat: 170 mm
Mass: 270 kg
Mdr ≥ +12,5 kNm positive design bending moment
at rail seat
Mdcn ≥ -16,5 kNm negative design bending
moment at center
Mdc ≥ +11,5 kNm positive design bending moment
at center
USP: Under Sleeper Pad in accordance
with Technical Specification RFI TCAR SF AR 03 008 -
M 450 PI, M 450 NP/NV, M 450 WG
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
Mdr ≥ +13,00 kNm positive design bending moment
at the rail seat
Mdcn ≥ -14,24 kNm negative design bending moment
at the center
Mdc ≥ +7,12 kNm positive design bending moment
at the center
Available with USP in accordance with Technical
Specification SNCF CT IGEV 016 -
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
Mdr≥ +12,5 kNm positive design bending moment
at the rail seat
Mdcn ≥ -10,5 kNm negative design bending
moment at the center
Mdc ≥ +7,5 kNm positive design bending moment
at the center
On demand, with plastic dowel
to house adjusting screw -
M 453 PI NP/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
Mdr ≥ +13,00 kNm positive design bending moment
at rail seat
Mdcn ≥ - 14,24 kNm negative design bending moment
at center
Mdc ≥ +7,12 kNm positive design bending moment
at center -
M 440 PI, M 440 NP/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
Mdr ≥ +9,231 kNm positive design bending moment
at the rail seat
Mdcn ≥ -14,24 kNm negative design bending moment
at the center
Mdc ≥ +7,12 kNm positive design bending moment
at the center
Available with USP in accordance
with Technical Specification SNCF CT IGEV 016 -
M 240 NP/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
Mdr ≥ +10,00 kNm positive design bending
moment at the rail seat
Mdcn ≥ -17,80 kNm negative design bending
moment at the center
Mdc ≥ +8,90 kNm positive design bending
moment at the centerAvailable with USP in accordance with Technical
Specification SNCF CT IGEV 016 -
RFI 230 2VN G USP, RFI 240 2VN G USP, RFI 260 2VN G USP
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 2V G: 182 mm
RFI 240 2V G, RFI 260 2V G: 221,3 mm
Mass: 350 kg, 430 kg, 463 kg
Positive design bending moment
at rail seat RFI 230 2V G:
Mdr ≥ +17,0 kNm RFI 240 2V G, RFI 260 2V G:
Mdr ≥ +28,0 kNm
Negative design bending moment
at center RFI 230 2V G:
Mdcn ≥ -15,0 kNm RFI 240 2V G,
RFI 260 2V G: Mdcn ≥ -24,0 kNm
Positive design bending moment
at center RFI 230 2V G:
Mdc ≥ +13,5 kNm RFI 240 2V G,
RFI 260 2V G: Mdc ≥ +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
Conforme alle norme EN 13230-1/2
ed alle Specifiche Tecniche SNCF IG04026
Lunghezza:· Lunghezza:
M 458 NP/NV: 2400 mm
M 248 NP/NV: 2260 mm
Larghezza: 400 mm
Altezza sottorotaia:
M 458 NP/NV215,3 mm
M 248 NP/NV: 176,0 mm
Massa:
M 458 NP/NV: 427,5 mm
M 248 NP/NV: 347,0 mm
Momento di flessione positivo di progetto
per la sezione sottorotaia
M 458 NP/NV: Mdr ≥ +13,0 kNm
M 248 NP/NV: Mdr ≥ +9,75 kNm
Mdcn ≥ -14,24 kNm
momento di flessione negativo di progetto
per la sezione di mezzeria
Mdc ≥ +7,12 kNm
momento di flessione positivo di progetto
per la sezione di mezzeria
USP: Materassino Sotto Traversa conforme
alle Specifiche Tecniche 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
Mdr, Mdcn, Mdc: 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
Mdr, Mdcn, Mdc: 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 V GII: 185 mm
RFI 240 V GII, RFI 260 V GII: 220 mm
Mass: 283 kg, 353 kg, 385 kg
Mdr, Mdcn, Mdc: 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
Mdr, Mdcn, Mdc: design bending moments
the same as standard sleepers RFI 230, RFI 240
and RFI 260 -
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 V CDB: 220 mm
RFI 260 V AV CDB, RFI 260 V CDB: 230 mm
Mass:
RFI 240 V CDB: 316 kg
RFI 260 V AV CDB, RFI 260 V CDB: 369 kg
Mdr, Mdcn, Mdc: design bending moments
the same as standard sleepers RFI 240 and RFI 260
Available with USP in accordance
with Technical Specification RFI TCAR SF AR 03 008 -
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 BOA: 190 mm
RFI 240 BOA, RFI 260 BOA: 230 mm
Mass: 314 kg, 400 kg, 432 kg
Compatible with the Eurobalise electric BOA
currently on the market -
RFI 230 VN 1GZ USP
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
Mdr ≥ +12,5 kNm positive design bending moment
at rail seat
Mdcn ≥ -16,5 kNm negative design bending moment
at center
Mdc ≥ +11,5 kNm positive design bending moment
at center
USP: Under Sleeper Pad in accordance
with Technical Specification RFI TCAR SF AR 03 008 -
RFI 230 2GZ USP
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
Mdr ≥ +12,5 kNm positive design bending moment
at rail seat
Mdcn ≥ -16,5 kNm negative design bending
moment at center
Mdc ≥ +11,5 kNm positive design bending moment
at center
USP: Under Sleeper Pad in accordance with
Technical Specification RFI TCAR SF AR 03 008 -
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
Mdr ≥ +19,0 kNm positive design bending moment
at rail seats
Mdcn ≥ -19,0 kNm negative design bending moment
at center
Mdc ≥ +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
Mdr ≥ +12,5 kNm positive design bending moment
at rail seats
Mdcn ≥ -10,5 kNm negative design bending moment
at center
Mdc ≥ +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
Mdr ≥ +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
Mdr ≥ +4,2/7,5 kNm positive design bending moment
at rail seat
Available version for ballastless track -
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
Mdr≥ +12,5 kNm positive design bending moment
at rail seat
Mdcn ≥ -10,5 kNm negative design bending moment
at center
Mdc ≥ +7,5 kNm positive 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 -
TRAVERSONI RFI
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
Md ≥ +28,0 kNm positive design bending moment
Mdn ≥ -28,0 kNm negative design bending moment -
PLATEE
SLAB TRACK IN REINFORCED CONCRETE FOR BALLASTLESS SUPERSTRUCTURE
High speed railway line Florence - Rome
High speed railway line Florence - Rome
AV TGV SEA Tour-Bordeaux
Urban railway line Bari
High speed railway line Turin - Milan