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- Sleepers
- ballastless solution
- Cross-pieces
- Sleepers
- ballastless solution
- Cross-pieces
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RFI 260 VN AV / RFI 260 VN
PRESTRESSED CONCRETE SLEEPER FOR HIGH SPEED/CAPACITY 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 according to TechnicalSpecification RFI DTCSI SF AR 03 006 1 -
RFI 240 VN
PRESTRESSED CONCRETE SLEEPER FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
According to EN 13230-1/2
and Technical Specification RFI TCAR SF AR 03 002
Length: 2400 mm
Width: 300 mm
Depth at rail seat: 220 mm
Mass: 316 kg
Mk,r,pos ≥ +19,0 kNm positive designm bending
moment at the rail seat
Mk,c,neg ≥ - 19,0 kNm negative design bending
moment at the center
Mk,c,pos ≥ +13,3 kNm positive design bending
moment at the center
Available with USP according to Technical
Specification RFI DTCSI SF AR 03 006 1 -
RFI 230 VN
PRESTRESSED CONCRETE SLEEPER FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
According to 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 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 according to Technical
Specification RFI DTCSI SF AR 03 006 1 -
RG 180-230 VN
PRESTRESSED CONCRETE SLEEPER FOR TRAM LINES (SPEED ≤ 250 km/h)
According to Technical Specification
RFI TCAR SF AR 03 002
Length: 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 -
GALLERIA VN/VN AS USP C
PRESTRESSED CONCRETE SLEEPER FOR USING IN TUNNELS FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
According to EN 13230-1/2
and Technical Specification RFI DTCSI SF AR 03 004 1
Length: 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 the rail seat
Mk,c,neg ≥ - 16,5 kNm negative design bending
moment at the center
Mk,c,pos ≥ +11,5 kNm positive design bending
moment at the center
USP: Under Sleeper Pad according
to Technical Specification RFI DTCSI SF AR 03 006 1 -
GALLERIA P4U USP C
PRESTRESSED CONCRETE SLEEPER FOR USING IN TUNNELS FOR TRADITIONAL LINES (SPEED ≤ 250 km/h) WITH METALLIC PLATES P4U
According to 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 the rail seat
Mk,c,neg ≥ - 16,5 kNm negative design bending moment at the center
Mk,c,pos ≥ +11,5 kNm positive design bending moment at the center
USP C: Under Sleeper Pad according to Technical Specification RFI DTCSI SF AR 03 006 1 -
M450 PI, M450 WG, M450 NP/NV
PRESTRESSED CONCRETE SLEEPER FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
According to EN 13230-1/2 and Technical
Specification SNCF IG04026
Lenght: 2400 mm
Width: 290 mm
Depth at rail seat: 220 mm
Mass: 300 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 according to Technical
Specification SNCF IG04013 -
M440 PI, M440 WG, M440 NP/NV
PRESTRESSED CONCRETE SLEEPER FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
According to 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 ≥ +9,231 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 according to Technical
Specification SNCF IG04013 -
M240 PI, M240 WG, M240 NP/NV
PRESTRESSED CONCRETE SLEEPER FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
According to EN 13230-1/2
and Technical Specification SNCF IG04026
Lenght: 2260 mm
Width: 300 mm
Depth at rail seat: 175/170 mm
Mass: 295/300 kg
Mk,r,pos ≥ +10,00 kNm positive design bending
moment at the rail seat
Mk,c,neg ≥ - 17,80 kNm negative design bending
moment at the center
Mk,c,pos ≥ +10,28 kNm positive design bending
moment at the center
Available with USP according to Technical
Specification SNCF IG04013 -
RFI 230/240/260 2VN G USP C
PRESTRESSED CONCRETE SLEEPERS FOR INSULATING JOINTS
According to EN 13230-1/2
and Technical Specification RFI DTCSI SF AR 03 009 1
Length: 2300/2400/2600 mm
Width: 400 mm
Depth at rail seat:
RFI 230: 182 mm
RFI 240/260: 221,3 mm
Mass: 347/427/460 kg
Mk,r,pos: Positive design bending moment
at the rail seat
RFI 230 ≥ +17,0 kNm
RFI 240/260 ≥ +28,0 kNm
Mk,c,neg: Negative design bending moment
at the center
RFI 230 ≥ - 15,0 kNm
RFI 240/260 ≥ -24,0 kNm
Mk,c,pos: Positive design bending moment
at the center
RFI 230 ≥ +13,5 kNm
RFI 240/260 ≥ +24,0 kNm
USP: Under Sleeper Pad according to Technical
Specification RFI DTCSI SF AR 03 006 1 -
M458 NPA/NVA, M248 NPA/NVA
PRESTRESSED CONCRETE SLEEPERS FOR INSULATING JOINTS
According to EN 13230-1/2
and Technical Specification SNCF IG04026
Length:
M458: 2400 mm
M248: 2260 mm
Width: 400 mm
Depth at rail seat:
M458: 215,3 mm
M248: 176,0 mm
Mass:
M458: 427,5 kg
M248: 347,0 kg
Mk,r,pos: Positive design bending moment
at the rail seat
M458 ≥ +25,0 kNm
M248 ≥ +19,0 kNm
Mk,c,neg; Negative design bending moment
at the center ≥ - 26,7 kNm
Mk,c,pos: Positive design bending moment
at the center ≥ +17,8 kNm
USP: Under Sleeper Pad according to Technical
Specification SNCF IG04013 -
RFI 230 VN 1GZ USP C
PRESTRESSED CONCRETE SLEEPERS FOR JOINTS
According to EN 13230-1/2
Length: 2300 mm
Width: 400 mm
Depth at rail seat: 182/164,5 mm
Mass: 330 kg
Mk,r,pos ≥ +12,5 kNm positive design bending
moment at the rail seat
Mk,c,neg ≥ - 16,5 kNm negative design bending
moment at the center
Mk,c,pos ≥ +11,5 kNm positive design bending
moment at the center
USP: Under Sleeper Pad according to Technical
Specification RFI DTCSI SF AR 03 006 1 -
RFI 230 2GZ USP C
PRESTRESSED CONCRETE SLEEPER FOR JOINTS
According to EN 13230-1/2
Length: 2300 mm
Width: 400 mm
Depth at rail seat: 164,5 mm
Mass: 328 kg
Mk,r,pos ≥ +12,5 kNm positive design bending
moment at the rail seat
Mk,c,neg ≥ - 16,5 kNm negative design bending
moment at the center
Mk,c,pos ≥ +11,5 kNm positive design bending
moment at the center
USP: Under Sleeper Pad according to Technical
Specification RFI DTCSI SF AR 03 006 1 -
RFI 230/240/260 VN GII USP B
PRESTRESSED CONCRETE SLEEPERS WITH FAIRLEADS FOR INSULATING JOINTS
According to EN 13230-1/2
and Technical Specification RFI DTCSI SF AR 03 009 1
Length: 2300/2400/2600 mm
Width: 300 mm
Depth at rail seat:
RFI 230: 185 mm
RFI 240/260: 220 mm
Mass: 293/365/395 kg
Mk,r,pos: Positive design bending moment at the rail seat
RFI 230 ≥ +12,5 kNm
RFI 240 ≥ +19,0 kNm
RFI 260 ≥ +21,0 kNm
Mk,c,neg: Negative design bending moment at the center
RFI 230 ≥ -10,5 kNm
RFI 240 ≥ -19,0 kNm
RFI 260 ≥ -18,0 kNm
Mk,c,pos: Positive design bending moment at the center
RFI 230 ≥ +7,5 kNm
RFI 240 ≥ +13,3 kNm
RFI 260 ≥ +12,6 kNm
USP B: Under Sleeper Pad according to STF RFI DTCSI
SF AR 03 006 1 -
RFI 230/240/260 GII USP B
PRESTRESSED CONCRETE SLEEPERS WITH FAIRLEADS FOR INSULATING JOINTS WITH METALLIC PLATES
According to EN 13230-1/2
and Technical Specification RFI DTCSI SF AR 03 010 1
Length: 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
USP B: Under Sleeper Pad according to Technical
Specification RFI DTCSI SF AR 03 006 1 -
RFI 230/240/260 VN PC USP B
PRESTRESSED CONCRETE SLEEPERS WITH FAIRLEADS
According to EN 13230-1/2
and Technical Specification RFI DTCSI SF AR 03 009 1
Length: 2300/2400/2600 mm
Width: 300 mm
Depth at rail seat:
RFI 230: 185 mm
RFI 240/260: 220 mm
Mass: 283/353/385 kg
Mk,r,pos: Positive design bending moment
at the rail seat
RFI 230 ≥ +12,5 kNm
RFI 240 ≥ +19,0 kNm
RFI 260 ≥ +21,0 kNm
Mk,c,neg: Negative design bending moment
at the center
RFI 230 ≥ -10,5 kNm
RFI 240 ≥ -19,0 kNm
RFI 260 ≥ -18,0 kNm
Mk,c,pos: Positive design bending moment
at the center
RFI 230 ≥ +7,5 kNm
RFI 240 ≥ +13,3 kNm
RFI 260 ≥ +12,6 kNm
USP B: Under Sleeper Pad according to Technical
Specification RFI DTCSI SF AR 03 006 1 -
RFI 230/240/260 PC USP B
PRESTRESSED CONCRETE SLEEPERS WITH FAIRLEADS WITH METALLIC PLATES
According to EN 13230-1/2
and Technical Specification RFI DTCSI SF AR 03 010 1
Length: 2300/2400/2600 mm
Width: 300 mm
Depth at rail seat: 220 mm
Mass: 369/384/416 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
USP B: Under Sleeper Pad according to Technical
Specification RFI DTCSI SF AR 03 006 1 -
RFI 260 VN/VN AV CDB, RFI 240 VN/VN CDB, RFI 260 VN/VN AV CDB EXT
PRESTRESSED CONCRETE SLEEPERS FOR TRADITIONAL LINES (SPEED ≤ 250 km/h) AND FOR HIGH SPEED/CAPACITY LINES (SPEED ≥ 250 km/h) WITH HOUSING FOR CAPACITOR
According to EN 13230-1/2
and Technical Specification RFI TCAR SF AR 03 002
Length: 2400 mm, 2600 mm
Width: 300 mm
Depth at rail seat:
RFI 240 VN CDB 220 mm
RFI 260 VN AV CDB, RFI 260 VN CDB 230 mm
Mass:
RFI 240 VN CDB: 316 kg
RFI 260 VN AV CDB, RFI 260 VN CDB: 369 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
Available with USP according to Technical
Specification RFI DTCSI SF AR 03 006 1 -
RFI 230/240/260 VN AS BOA
PRESTRESSED CONCRETE SLEEPER WITH HOUSING FOR EUROBALISE
According to EN 13230-1/2
Length: 2300/2400/2600 mm
Width 300 mm
Depth at rail seat: :
RFI 230 BOA: 190 mm
RFI 240 BOA, RFI 260 BOA: 230 mm
Mass: 314/400/432 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
Compatible with the Eurobalise electric BOA
currently on the market -
RFI 230 VN DS, M225A V
PRESTRESSED CONCRETE SLEEPER DUAL GAUGE FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
According to EN 13230-1/2
Length: 2250/2300 mm
Width: 300 mm
Depth at rail seat: 182 mm
Mass: 245/248 kg
Mk,r,pos ≥ +12,5 kNm positive design bending
moment at the rail seats
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 -
RFI 240 VN DS
PRESTRESSED CONCRETE SLEEPER DUAL GAUGE FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
According to EN 13230-1/2
and Technical Specification RFI TCAR SF AR 03 002
Length: 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 the rail seats
Mk,c,neg ≥ - 19,0 kNm negative design bending
moment at the center
Mk,c,pos ≥ +13,3 kNm positive design
bending moment at the center -
RFI 230 VN CR1
PRESTRESSED CONCRETE SLEEPER FOR LEVEL CROSSING WITH N. 1 GUARDRAIL FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
According to 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 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 -
RFI 230 VN CR2
PRESTRESSED CONCRETE SLEEPER FOR LEVEL CROSSING WITH N. 2 GUARDRAILS FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
According to 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 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 -
M230A-6 RS
PRESTRESSED CONCRETE SLEEPER WITH CHECKRAIL FOR TRADITIONAL LINES (SPEED ≤ 250 km/h)
According to 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 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 -
M225 PL P4U
PRESTRESSED CONCRETE SLEEPER FOR LEVEL CROSSING. FOR TRADITIONAL LINES (SPEED ≤ 250 km/h) WITH METALLIC PLATES P4U
According to EN 13230-1/2
and Technical Specification RFI DTCSI SF AR 03 004 1
Length: 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 the rail seat
Mk,c,neg ≥ - 16,5 kNm negative design bending
moment at the center
Mk,c,pos ≥ +11,5 kNm positive design bending
moment at the center -
M453 PI, M453 WG, M453 NP/NV
SET OF PRESTRESSED CONCRETE SLEEPERS FOR TRADITIONAL LINES (SPEED ≤ 250 KM/H) WITH HOUSING FOR CHECKRAIL:
According to EN 13230-1/2
and Technical Specification SNCF IG04026
Length: 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 -
SR 180/190 VN, SR 180/190 VN RLM
PRESTRESSED CONCRETE SLEEPERS FOR NARROW GAUGE LINES
PRESTRESSED CONCRETE SLEEPERS FOR NARROW GAUGE LINES AGAINST LATERAL DISPLACEMENT
According to Technical Specification
RFI TCAR SF AR 03 002
Length: 1800/1900 mm
Width: at the end 300 mm,
at the centre 240/560 mm
Depth at rail seat: 180 mm
Mass: 195/215 kg, 230/250 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 -
SR 180/190 2VN G USP C
PRESTRESSED CONCRETE SLEEPERS FOR NARROW GAUGE LINES FOR INSULATING JOINTS
According to EN 13230-1/2 and
Technical Specification RFI DTCSI SF AR 03 009 1
Length: 1800/1900 mm
Width: 400 mm
Depth at rail seat: 182 mm
Mass: 267/280 kg
Mk,r,pos ≥ +17,0 kNm: Positive design bending
moment at the rail seat
Mk,c,neg ≥ - 15,0 kNm: Negative design bending
moment at the center
Mk,c,pos ≥ +13,5 kNm: Positive design bending
moment at the center
USP: Under Sleeper Pad according to Technical
Specification RFI DTCSI SF AR 03 006 1 -
SR 180/190 VN 1GZ USP C
PRESTRESSED CONCRETE SLEEPER FOR JOINTS FOR NARROW GAUGE LINES
According to EN 13230-1/2
Length: 1800/1900 mm
Width: 400 mm
Depth at rail seat: 182/164,5 mm
Mass: 265/278 kg
Mk,r,pos ≥ +12,5 kNm positive design bending
moment at the rail seat
Mk,c,neg ≥ - 16,5 kNm negative design bending
moment at the center
Mk,c,pos ≥ +11,5 kNm positive design bending
moment at the center
USP: Under Sleeper Pad according to Technical
Specification RFI DTCSI SF AR 03 006 1 -
SR 180/190 2GZ USP C
PRESTRESSED CONCRETE SLEEPER FOR JOINTS FOR NARROW GAUGE LINES
According to EN 13230-1/2
Length: 1800/1900 mm
Width: 400 mm
Depth at rail seat: 167,5 mm
Mass: 263/276 kg
Mk,r,pos ≥ +12,5 kNm positive design bending
moment at the rail seat
Mk,c,neg ≥ - 16,5 kNm negative design bending
moment at the center
Mk,c,pos ≥ +11,5 kNm positive design bending
moment at the center
USP: Under Sleeper Pad according to Technical
Specification RFI DTCSI SF AR 03 006 1 -
SR 180/190 VN GII
PRESTRESSED CONCRETE SLEEPERS FOR NARROW GAUGE LINES WITH FAIRLEADS FOR INSULATING JOINTS
According to EN 13230-1/2
Length: 1800/1900 mm
Width: 300 mm
Depth at rail seat: 185 mm
Mass: 231/244 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
USP B: Under Sleeper Pad according to Technical
Specification RFI DTCSI SF AR 03 006 1 -
SR 180/190 VN PC
PRESTRESSED CONCRETE SLEEPERS FOR NARROW GAUGE LINES WITH FAIRLEADS
According to EN 13230-1/2
Length: 1800/1900 mm
Width: 300 mm
Depth at rail seat: 185 mm
Mass: 225/237 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
USP B: Under Sleeper Pad according to Technical
Specification RFI DTCSI SF AR 03 006 1
-
MASSIVE SYSTEM
MASSIVE SYSTEM FOR BALLASTLESS FLOATING MASS SIDING 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 rubber
Total mass:
railway lines: 2900 kg per meter of track
subway lines: 2600 kg per meter of track
-
TRAVERSE GRAND PARIS
PRESTRESSED CONCRETE SLEEPERS WITH COATING FOR BALLASTLESS TRACK
The project was developped for the Grand Paris
Express, according to Techincal Specifications
PN1210_06_ ACT_STE_002207
TBE-N1, low vibration attenuation
design natural frequency 42 Hz
TBE-N2, intermediate vibration attenuation
design natural frequency 29 Hz
TBE-N3, in heavy concrete, high vibration attenuation
design natural frequency 24 Hz
-
BALLASTLESS TRACK SYSTEM
BALLASTLESS TRACK SYSTEM WITH PRESTRESSED CONCRETE SLABS
According to RFI DTCSI SF AR 08 002 1 A
Size: 2400x4760x200 mm
Rail seat distance: 600 mm
VERTICAL ADJUSTMENT OF EACH RAIL SEAT
Each rail seat is regulated for the design cantADJUSTABLE ROTATION OF EACH RAIL SEAT
Right contact between the angled guide plate and the railLATERAL ADJUSTMENT OF EACH RAIL SEAT
To achieve:
A curve rail path depending on the curve radius
The regulation of the rail gauge
-
TRAVERSONI RFI
PRESTRESSED CONCRETE BEARERS FOR SWITCHES AND CROSSING
According to EN 13230-1/4
and Technical Specification RFI TCAR SP AR 03 003
Length from 2300 to 6800 mm
Width:
300 mm for lengths from 2300 to 5500 mm
320 mm for lengths from 5600 to 6800 mm
and shunting work systems
Depth 220 mm
Mass:
158 kg/m for width 300 mm
169 kg/m for width 320 mm
Mk,pos ≥ +28,0 kNm positive design bending moment
Mk,neg ≥ - 28,0 kNm negative design bending moment -
TRAVERSONI HL
SERIES OF PRESTRESSED CONCRETE BEARERS FOR HL EXPANSION DEVICES ACCORDING TO FS9906 RFI DRAWING
According to EN 13230-1/4, Technical Specification
RFI TCAR SP AR 03 003
FS9906 drawing
HL1
Width 300 mm
Depth 220 mm,
Length 2600 mmHL2
Width 350 mm
Depth at rail seat section 220 mm
Depth at center section 210 mm
Length 2600 mmHL3
Width 350 mm
Depth at rail seat section 220 mm
Depth at center section 210 mm
Length 2600 mm
Pre-assembled and additional materials on request