|
ASP 600
(250-500 m/h) |
|||||||||||||
|
ASP 09-16 CSM
(350-700 m/h) |
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|
ASP 09-16
(350-700) |
|||||||||||||
|
ASP 09-32 CSM
(400-1200 m/h) |
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|
ASP 09-3X
(600-1500 m/h) |
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|
ASP 08-32 DUOMATIC
(400-900 m/h) |
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|
ASP 08-16/U/RT
(500 m/h) |
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|
ASP 08-16
(250-500 m/h) |
USP 5000 RT
(1400-1700 m/h) |
||||||||||||
|
ASP 09-3X DYNAMIC
(450-1500) |
USP 5000C
(950-1200 m/h) |
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|
ASP 09-4X DYNAMIC
(800-1800 m/h) |
SPZ 5
(950-1200 m/h) |
||||||||||||
|
ASP 09-2X DYNAMIC
(400-1000 m/h) |
BDS 2000
(1400-1700 m/h) |
Silad 40.61
(0) |
|||||||||||
|
ASP UNIMAT 09-4x4/4S
(400-700 m/h, 30-60 min/výh) |
USP 6000
(950-1200 m/h) |
Silad 40.61
(200) |
RM 85-750
(200-750 m/h (600-1000 m3/h)) |
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|
ASP UNIMAT 08-4x4/4S
(300-500 m/h, 45-60 min/výh) |
USP 2005 SWS
(950-1200 m/h) |
Silad 40.61
(0) |
RM 95 RT
(250-700 m/h (600-1000 m3/h)) |
Donelli PTH 350
(100) |
|||||||||
|
ASP UNIMAT 08-2x8/3S
(300-500 m/h, 30-60 min/výh) |
SSP 100
(950-1200 m/h) |
SDK II
(500-1000) |
SVM 98
(0) |
Matisa C75
(350-750 m/h (750-1000 m3/h)) |
Robel PA 1-20
(100) |
||||||||
|
ASP UNIMAT 08-275/3S
(200-400 m/h, 30-60 min/výh) |
BDS 2000-4
(1400-1700 m/h) |
P93 UMD
(350) |
RM 80 UHR
(150-220 m/h (600-800 m3/h)) |
MFS 40
(0) |
|||||||||
|
ASP UNIMAT 09-16/4S
(400-700 m/h, 30-60 min/výh) |
ASP 400.1Z
(300 m/h) |
SSP 110 SW
(950-1200 m/h) |
SUZ 500 UVR (SUM 314)
(250) |
RM 900 VB
(300-400 m/h (800-900 m3/h)) |
SVM 1000
(400 m/h) |
||||||||
|
ASP UNIMAT 08-475/4S
(300-500 m/h, 30-60 min/výh) |
DGS 90N
(550-1800 m/h) |
USP 2000 C2
(950-1200 m/h) |
SMD 80
(250) |
RM 80/99 UHR
(150-220 m/h (600-800 m3/h)) |
PKP 25/20 i
(2-100) |
SUZ 350 SWL
(250 m/h) |
|||||||
|
ASP 08-32U
(900 m/h) |
DGS 62N
(500-1800 m/h) |
USP 2010 SWS
(950-1200 m/h) |
P95
(300) |
RM 80-92
(150-220 m/h (600-800 m3/h)) |
PKP 25/20 H
(2-100) |
Donelli PTH 350
(150) |
|||||||
|
ASP UNIMAT 09-32/4S
(400-1300 m/h, 30-60 min/výh) |
VKL 402.1
(800-1700 m/h) |
SSP 110
(950-1200 m/h) |
SUZ 500 SWAL
(250) |
RPM 2002-AHM
(60) |
UK 25/18
(2-120) |
MFS-D, MFS-SB
(0) |
|||||||
|
ASP UNIMAT 09-32/4S DYNAMIC
(400-1300 m/h, 30-60 min/výh) |
KP 900
(950-1200 m/h) |
SUM 1000.1 CS
(100) |
PM 200-2R
(40) |
DESEC Tracklayer TL 70
(3-125) |
MFC 45
(500) |
||||||||
|
ASP UNIMAT 09-4x8/4S DYNAMIC
(400-1300 m/h, 30-60 min/výh) |
SSP 121 D
(950-1200 m/h) |
RUS 1000 S
(200) |
DESEC TL 70
(3-125) |
MFS 100 (S)
(800) |
|||||||||
|
ASP UNIMAT 09-4x4/4S DYNAMIC
(400-700 m/h, 30-60 min/výh) |
SSP 2005 SW
(950-1200 m/h) |
RU 800 S
(200) |
DESEC Tracklayer TL 50
(3-125) |
MFS 33
(0) |
|||||||||
| ↑ | TEN-T + nationwide lines (more than 50 trains/day) Guide to the use of technology ------------------------------> |
We carry out track geometry correction using continuous ASP tamping machines with a minimum output of 600 m/h or higher. The outputs stated for individual machines are maximum outputs under ideal conditions — e.g. sleeper spacing ‘c’, straight track without cant and without obstacles. For track geometry correction with lifts over 30 mm and sleeper spacing ‘e’ and ‘d’, the output must be reduced. | Switch tamping technology: we carry out track geometry correction in switches using ASP switch tamping machines. The output for track geometry correction of 1 switch is derived from continuous tamping with lifts up to 30 mm on a simple switch of type 1:9–300. The output for track geometry correction in track is derived from continuous tamping with lifts up to 30 mm and sleeper spacing ‘c’. For track geometry correction with lifts over 30 mm and sleeper spacing ‘e’ and ‘d’, the output must be reduced. Output in straight track over 450 m/h. | On Trans-European Transport Network lines and nationwide lines with more than 50 trains/day, a dynamic stabiliser must be used when carrying out track geometry correction. The minimum output depends on the downforce of the dynamic stabilisation, which is typically highest during the first and second vertical correction. | We carry out ballast bed profiling using only ballast ploughs with a hopper, whereby the plough tops up the required aggregate from the hopper. Minimum machine output for ballast bed profiling: 950 m/h. | Track renewal machine technology includes: sleeper replacement, rail replacement, ballast bed cleaning on selected machines. Minimum renewal machine output: 200 m/h. | Continuous sleeper replacement is carried out using renewal machines with a minimum output of 150 m/h. | Continuous rail replacement is carried out by renewal machines — see column G. Rails may also be replaced by stacking, sliding from special vehicles using attachments ensuring continuous replacement, minimum output 400 m/h. | We use ballast bed cleaning technology with high-output ballast bed cleaners with a minimum output of 600 m³ per hour, optionally with aggregate washing. | Subgrade treatment machine technology includes: aggregate recycling, subgrade remediation, installation of an interlayer (geotextile). The output varies depending on the method of constructing the structural layers. Minimum output when using subgrade treatment with complete ballast bed renewal: from 40 m/h. The output is usually stated per 24 h. | The technology for laying prefabricated track panels on a prepared sub-base layer is also possible with machines in the yellow category (PKP 25/20 and others); however, this requires additional technologies (rail replacement) which may reduce the overall output. For sections with curves of radius R < 1,000 m, it is more advantageous to use track assembly in axis. | This is the technology for laying new sleepers and rails on construction sites in the track axis, minimum output 100 m/h (without fastening tightening). | |
| Line type / line speed / number of trains | Track geometry correction of track | Track geometry correction of switches | Track stabilisation | Ballast bed profiling | Track renewal | Sleeper laying | Rail laying | Ballast bed cleaning | Ballast bed treatment | Laying of track panels and switches | Removal of track panels and switches | Track assembly and disassembly in axis | |
| ↓ | OTHER LINES Guide to the use of technology ------------------------------> |
We carry out track geometry correction using ASP tamping machines with an output below 600 m/h. | We carry out track geometry correction using ASP switch tamping machines with an output below 450 m/h. | For other lines, the use of a dynamic stabiliser is recommended. | We also carry out ballast bed profiling using ballast ploughs without a hopper. | Continuous sleeper replacement is carried out mechanically. | Use of lower-output machines, manual mechanisation. | Ballast bed cleaners without aggregate washing may be used for ballast bed cleaning. | We use technology for laying prefabricated track panels on a prepared sub-base layer. | We use lower-output machines, manual mechanisation. | |||
|
Matisa B66 UC
(400-700 m/h, 30-60 min/výh) |
Púšl 71/80
(350-600 m/h) |
ZPK 56 (Mamatěj)
(0) |
Pokladač pražců HSG 5
(120) |
SČ 600S
(200-300 m/h (450 m3/h)) |
TLP 550 Valditera
(2-100) |
||||||||
|
ASP UNIMAT 08-275 SP
(300-500 m/h, 30-60 min/výh) |
USP 3000C
(550-800 m/h) |
Měnič pražců SMP
(12) |
Kleště na kolejnice SMP
(120) |
RM 76 UHR-S
(130-350 m/h (400 m3/h)) |
Podvozky VZ 53 a VZ 77
(0) |
||||||||
|
UST 78-U
(200 m/h) |
SVP 74
() |
Kleště na kolejnice KD300
(120) |
RM 74 U
(70-250 m/h (250 m3/h)) |
UK 25/18
(2-120) |
|||||||||
|
ASP UNIMAT 08-275
(300-500 m/h, 30-60 min/výh) |
KRC 1200
(0) |
Kleště na kolejnice SZ-1
(120) |
SČH 150
(100-200 m/h) |
PKP 25/20 i
(2-100) |
|||||||||
|
MINIMA 2
(45-80 m/h) |
Pokladač pražců ASL 5
(120) |
Kleště na kolejnice HSZ - SZ 2
(120) |
RM 79
(100-350 m/h (300-500 m3/h)) |
PKP 25/20 H
(2-100) |
|||||||||
|
ASP 07-16
(250-500 m/h) |
Kleště na kolejnice SZ-2
(120) |
SČ 600
(200-300 m/h (450 m3/h)) |
|||||||||||
|
Podbíjecí agregát AST 8
(100) |
Kleště na kolejnice SMP 2
(120) |
||||||||||||
|
ASP 400.1
(200-300 m/h) |
Kleště na kolejnice HSZ
(120) |
||||||||||||
|
ASP UNIMAT Sprinter ASA-161
(250-400 m/h) |
Kleště na kolejnice HSZ - SZ 1
(120) |
||||||||||||
|
Podbíjecí agregát AST 4
(100) |
|||||||||||||
|
ASP B241
(250-400 m/h) |
|||||||||||||