Work procedures for permanent way maintenance
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2013
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| Ausgabe: | 7th revised and extended edition |
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| 245 | 1 | 0 | |a Work procedures for permanent way maintenance |c Lothar Marx ; Dietmar Moßmann. [Transl.: Beo, Gesellschaft für Sprachen und Technologie mbH / Ian W. Rhodes] |
| 250 | |a 7th revised and extended edition | ||
| 264 | 1 | |a Berlin |b Bahn Fachverlag GmbH |c 2013 | |
| 300 | |a 753 Seiten |b Illustrationen, Diagramme |c 24 cm | ||
| 336 | |b txt |2 rdacontent | ||
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| 700 | 1 | |a Moßmann, Dietmar |e Verfasser |0 (DE-588)1145735738 |4 aut | |
| 700 | 1 | |a Rhodes, Ian W. |4 trl | |
| 775 | 0 | 8 | |i Parallele Sprachausgabe |n Dt. Ausg. |a Marx, Lothar |t Arbeitsverfahren für die Instandhaltung des Oberbaus |d Berlin : Bahn-Fachverl., 2011 |h 796 S., Ill., graph. Darst., Kt. |b 7., überarb. und erw. Aufl. |
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Datensatz im Suchindex
| _version_ | 1819630942656921600 |
|---|---|
| adam_text | CONTENTS
PREFACE
19
1
GENERAL
21
2
TRACK EQUIPMENT
25
2.1 GENERAL
25
2.2
THE RAILS
25
2.2.1
INSULATED RAILS
26
2.2.2 INSULATED JOINTS
26
2.3
THE SLEEPERS
28
2.3.1 THE WOODEN SLEEPERS
28
2.3.2
THE STEEL SLEEPERS
28
2.3.3
THE REINFORCED CONCRETE SLEEPER
30
2.3.4
SPECIAL FORMS OF CONCRETE SLEEPER
31
2.4 THE SLEEPERS OF THE BALLASTLESS TRACK SYSTEM
32
2.5 THE RAIL FASTENING
35
2.5.1
THE RAIL PAD
35
2.5.2
THE TYPES OF RAIL FASTENING
35
2.6
THE BALLAST BED
41
SUBSTRUCTURE 43
3.1 GENERAL
43
3.2 SUBSTRUCTURE OF NEW TRACKS
45
3.2.1 SUBSTRUCTURE FOUNDATION
46
3.2.2 CHECKING LOAD-BEARING CAPABILITY AND RATE OF COMPRESSION
47
3.2.3 MEASURES TO PREVENT EMBANKING SETTLING 47
HTTP://D-NB.INFO/1023449196
3.2.4 DRAINING THE TRACK FORMATION 48
3.2.5 DRAINAGE SYSTEMS 48
3.3 SUBSTRUCTURE OF OLD TRACKS 49
3.3.1 SUBSTRUCTURE REMEDIATION 50
4 LINE LAYOUT AND ROUTING 51
4.1 GENERAL 51
4.2 PRINCIPLES OF LINE LAYOUT: DISCRETIONARY AND APPROVAL LIMIT VALUES
51
4.3 ROUTE ELEMENTS 52
4.4 FUNDAMENTALS OF ROUTING 52
4.4.1 THE CURVED TRACK 52
4.4.2 SUPERELEVATION 53
4.4.3 LATERAL ACCELERATION 53
4.4.4 COMPENSATING SUPERELEVATION 53
4.4.5 DETERMINING SUPERELEVATION 53
4.4.6 UNBALANCED SUPERELEVATION 54
4.4.7 EXCESS OF SUPERELEVATION 55
4.4.8 MINIMUM SUPERELEVATION 55
4.4.9 STANDARD SUPERELEVATION 56
4.5 TRANSITION CURVES AND SUPERELEVATION RAMPS 56
4.5.1 THE TRANSITION CURVE 56
4.5.2 REVERSE CURVE WITH TRANSITION CURVE 56
4.5.3 SUPERELEVATION RAMPS 57
4.5.4 RAMP FORMS 57
4.6 LONGITUDINAL TRACK PULL 58
4.7 SLOPE AND GRADIENT CHANGE 59
4.7.1 GRADUATED GRADIENT CHANGE 59
5 MAINTENANCE TERMS
60
5.1 GENERAL
60
5.2 EXPLANATION OF INDIVIDUAL TERMS AND MEANING FOR THE
PERMANENT WAY 60
6 INSPECTION 63
6.1 INSPECTIONS ON FOOT/INSPECTION RUNS 63
6.1.1 TRACK INSPECTIONS ON FOOT 63
6.1.2 TRACK INSPECTION RUNS (SEE GUIDELINE 821.2004) 64
6.2 MEASUREMENT RUNS 65
6.2.1 CHECKING THE TRACK GEOMETRY WITH TRACK INSPECTION VEHICLES
(SEE GUIDELINE 821.2001) 65
6.2.2 TECHNICAL DRIVING INSPECTIONS (SEE GUIDELINE 821.2002) 71
6.2.3 ULTRASONIC TEST RUNS 73
6.2.4 RAIL INSPECTION TRAIN EQUIPMENT 77
6.3 MANUAL MEASUREMENTS 79
6.3.1 SWITCH DIAGNOSIS SYSTEM VAE ROADMASTER 2000 81
6.4 FOUNDATION SURVEY 84
6.4.1 GENERAL 84
6.4.2 EXECUTION OF THE GEOTECHNICAL SURVEY 85
6.4.3 EVALUATION OF RESULTS 92
6.4.4 CONSTRUCTION EXECUTION 94
6.4.5 CONCLUSION 95
6.4.6 APPLICATION OF GROUND-PENETRATING RADAR 95
6.4.7 GEOTECHNICAL SURVEY REPORT FOR MAINTENANCE WORK 106
6.5 EVALUATION AND MEASURES 112
6.5.1 GENERAL 112
6.5.2 INTEGRATED INSPECTION SYSTEM (IIS) 112
6.5.3 NEAR-SURFACE DEFECTS IN RAILS 121
6.5.4 PLANNING OF MEASURES FOR TRACK MAINTENANCE
(SEE GUIDELINE 823.0100A02) 125
6.5.5 SPECIAL INSPECTIONS WITH THE GEORAIL XPRESS 131
7 SERVICING
137
7.1 WEED KILLING ON AND ALONGSIDE RAILWAY TRACKS 137
7.1.1 WEED KILLING ON RAILWAY TRACKS USING PESTICIDES 138
7.1.2 WEED KILLING OUTSIDE OF TRACKS USING MECHANICAL PROCEDURES 140
7.2 LUBRICATION OF SLIDE BASE PLATES 142
7.2.1 LUBRICATION OF SLIDE BASE PLATES 142
7.2.2 SWITCH ROLLERS 142
7.2.3 SWITCH ROLLER SYSTEMS 142
8 REPAIR WORK 146
9 PLANNING OF TRACK MAINTENANCE 148
9.1 RAIL TRANSPORT 158
9.1.1 QUALITY ASSURANCE WHEN LOADING RAILS 158
9.1.2 RAIL TRANSPORT WITH ROBEL DESIGN TYPE 162
9.1.3 RAIL TRANSPORT WITH STS DESIGN TYPE 164
9.1.4 MOBILE CONTINUOUS WELDED RAIL UNLOADING DEVICE
GEISMAR DESIGN TYPE, MODEL EMD 166
9.2 HIGH-SPEED TRACK RENEWAL MACHINE SUM 315 (Q 3) 168
9.3 TRACK RENEWAL TRAIN MATISA 175
9.3.1 OVERVIEW OF THE TRACK RENEWAL TRAIN PROCEDURE 175
9.3.2 SPECIAL FEATURES OF TRACK RENEWAL TRAINS UM-1, 2 AND 3 183
9.3.3 SPECIAL FEATURES OF TRACK RENEWAL TRAIN UM-S 2001
(HENRY THE STRONG) 185
9.3.4 SPECIAL FEATURES OF P 95-2008 UM AND UM-P FROM SCHWEERBAU 189
9.3.5 TRACK RENEWAL TRAIN MATISA P 90 LS FROM JUMBOTEC 192
9.3.6 SPECIAL FEATURES OF P 95 FROM STRUKTON 197
9.3.7 SPECIAL FEATURES OF TRACK RENEWAL TRAIN P 95 SR 199
9.3.8 RENEWAL PROCEDURE MATISA P 100 204
9.4 HIGH-SPEED TRACK RENEWAL MACHINE (SUM-Q1) 210
9.5 RU 800 S TRACK RENEWAL AND BALLAST CLEANING IN ONE OPERATION 213
9.5.1 GENERAL 213
9.5.2 DESCRIPTION OF THE WORKING METHOD 215
9.6
HIGH-PERFORMANCE RENEWAL PROCEDURE VFW 2001
217
9.7 TRACK RENEWAL IN A TWO-SLEEPER CYCLE WITH THE SUZ 500 UVR 221
9.8 TRACK RENEWAL TRAIN SUZ 500 WITH SVM 98 226
9.8.1 PRECONDITIONS FOR USING THE SUZ 500 226
9.8.2 PRELIMINARY WORK 227
9.8.3 ORGANISATION 227
9.8.4 SPECIAL CIRCUMSTANCES 228
9.8.5 TRACK RENEWAL WITH SUZ 500 228
9.8.6 SUBSEQUENT OPERATIONS (NOT USUALLY BY HIGH-SPEED TRACK RENEWAL
TRAIN PERSONNEL) 230
9.8.7 UNLOADING AND FORWARDING THE CONTINUOUS WELDED RAILS WITH THE
RAIL FORWARDING MACHINE IN COMBINATION WITHHIGH-SPEED TRACK
RENEWAL TRAIN SUZ 500 231
9.9 DONELLI PORTAL CRANE 231
9.10 TRACK ASSEMBLY 234
10 RENEWAL OF SWITCHES 240
10.1 GENERAL 240
10.2 PRECONDITIONS (UNLOADING, ASSEMBLY) 243
10.3 REVOLVING CRANES 251
10.4 RENEWAL MACHINE UNIT FOR SWITCHES AND TRACKS 260
10.5 SWITCH RENEWAL WITH SWITCH RENEWAL MACHINE WM 500-U 262
10.6 SWITCH TRANSPORT WAGON 266
10.7 READY-TO-INSTALL, FULLY-ASSEMBLED LARGE SWITCH PARTS FROM
THE SWITCH SUPPLIER 268
10.7.1 OBJECTIVES 268
10.7.2 TECHNICAL SOLUTION 268
10.7.3 COMPLETE ASSEMBLY IN THE SWITCH FACTORY 270
10.7.4 LOADING AND TRANSPORT 270
272
273
273
276
277
279
287
291
293
293
293
294
299
299
300
302
303
305
305
309
311
INSTALLATION
OPERATIONS TECHNOLOGY ADVANTAGES
SPECIAL FEATURES OF THE COMPLETE ASSEMBLY, ITS TRANSPORT
AND INSTALLATION
SUMMARY
SWITCH MAINTENANCE
SWITCH INSPECTION
INDIVIDUAL REPLACEMENT OF PARTS OF THE SWITCH TRACK
THE LOCKING SLEEPER
SLEEPER REPLACEMENT
GENERAL
TRACK RENEWAL TRAINS
INDIVIDUAL SLEEPER REPLACEMENT BY HAND OR WITH EQUIPMENT
RAIL REPLACEMENT
GENERAL
RAIL REPLACEMENT WITH RAIL CHANGERS
RAIL REPLACEMENT WITH ROLLER GRIPS
RAIL REPLACEMENT WITH THE RAIL REPLACEMENT SYSTEM SR
BALLAST LAYING
GENERAL
CLASSIC PROCEDURE
BALLAST BED FINISHER
M INSTALLATION OF TRACKS
312
14.1 GENERAL 312
14.2 BALLAST SUPERSTRUCTURE 312
14.2.1 TRACK LAYING WITH VFW 2001 312
14.2.2 TRACK LAYING WITH SUZ 500 UVR 313
14.2.3 NIEMAG TRACK RENEWAL CRANE 314
14.2.4 RENEWAL MACHINE UNIT FOR SWITCHES AND TRACKS 315
14.2.5 PORTAL CRANE WITH INTEGRATED SINGLE SLEEPER LAYING DEVICE
(PK 1-20/24) 317
14.2.6 TRACK LAYING WITH REVOLVING CRANES 319
14.2.7 TRACK LAYING WITH THE PORTAL CRANE (DONELLI) 319
14.2.8 LAYING OF INDIVIDUAL SLEEPERS 319
14.3 BALLASTLESS TRACK SYSTEM 321
14.3.1 GENERAL 321
14.3.2 THE BALLASTLESS TRACK SYSTEM DESIGN TYPES 323
14.3.3 BALLASTLESS TRACK SYSTEM LAYING PROCEDURES 349
14.3.4 MEASUREMENT OF THE BALLASTLESS TRACK SYSTEM WITH THE HERGIE
SYSTEM 386
14.3.5 LAYING THE LEAN-MIXED CONCRETE IN BALLASTLESS TRACK SYSTEMS 393
14.3.6 PROCEDURE FOR LAYING CONTINUOUS WELDED RAILS IN BALLASTLESS TRACK
SYSTEMS 397
14.4 SWITCHES IN BALLASTLESS TRACK SYSTEMS 399
14.4.1 SWITCHES IN THE RHEDA 2000 DESIGN TYPE BALLASTLESS TRACK SYSTEM
406
14.5 REQUIREMENTS ON THE SUBSTRUCTURE FOR BALLASTLESS TRACK
SYSTEMS ON EARTHWORK FOUNDATIONS 409
14.6 TRANSITIONS 409
14.7 NOISE INSULATION IN BALLASTLESS TRACK SYSTEM CONSTRUCTION 409
14.8 MAINTENANCE AND RENEWAL OF THE BALLASTLESS TRACK SYSTEM 412
14.9 LAYING OF SPECIAL SLEEPERS 414
14.9.1 Y-STEEL SLEEPER SUPERSTRUCTURE Y/S15 414
14.9.2 TWIN SLEEPER 418
14.9.3 SLEEPER BED FOR THE BALLAST SUPERSTRUCTURE (PADDED SLEEPER) 423
15
BALLAST SOLIDIFICATION THROUGH PLASTIC BONDING
425
15.1 PRODUCT
425
15.2 APPLICATION AREAS
426
15.3 REQUIRED BOUNDARY CONDITIONS
430
15.4
ACCEPTANCE, QUALITY CONTROL, GUARANTEE
430
15.5 GUARANTEE
430
15.6 WORK SPECIFICATIONS
431
15.7 HANDLING OF THE BONDING DURING TAMPING WORK
431
16
BALLAST CLEANING
432
16.1
GENERAL
432
16.2
BALLAST CLEANING MACHINES RM 80 AND 80-92
435
16.3 BALLAST CLEANING MACHINE RMW 1500
441
16.3.1 GENERAL
441
16.3.2 BALLAST BED CLEANING WITH THE RMW 1500 442
16.4 RAIL-MOUNTED BALLAST CLEANING MACHINES RM 800 AND
RM 800 SUPER 3S 446
16.5
RAIL-MOUNTED BALLAST CLEANING MACHINES RM 801 AND RM 801-2
451
16.6
HIGH-PERFORMANCE BALLAST CLEANING MACHINES RM 900 S AND
RM 900
456
16.6.1 RM 900 S FROM SPITZKE AG
456
16.6.2 RM 900 FROM SCHWEERBAU
460
16.7 HIGH-PERFORMANCE BALLAST CLEANING MACHINE RM 95-700 463
16.8
HIGH-PERFORMANCE BALLAST CLEANING MACHINE RM 95-800 W
468
16.9 RAIL-MOUNTED BALLAST CLEANING MACHINE RM 76 UHR 473
16.10 ROAD-RAIL BALLAST CLEANING MACHINE ZRM 79 474
16.11 BALLAST CLEANING USING OTHER PROCEDURES 475
17 LOADING AND UNLOADING SYSTEMS FOR WASTE REMOVAL AND
BALLAST LAYING 476
17.1 GENERAL 476
17-2 MATERIAL CONVEYOR AND HOPPER UNIT (MFS 38, 40,100-S, 250),
BELT STORAGE DEVICE (BSG 60), BULK FREIGHT HOPPER WAGON
(BSW 11000 AND 2000) AND ROAD-RAIL MFS 476
17.3 LOADING BELTS AND SYSTEMS 481
17.4 UNLOADING SYSTEMS FOR LAYING BALLAST 483
18 FORMATION REHABILITATION 485
18.1 GENERAL 485
18.2 INSTALLATION WITH EARTH-MOVING MACHINES 485
18.3 FORMATION REHABILITATION MACHINE PM 1000-URM 486
18.3.1 GENERAL DESCRIPTION OF THE PM 1000-URM WORK PROCEDURE 486
18.3.2 DESCRIPTION OF THE PM 1000-URM WORK MODULES 493
18.4 FORMATION REHABILITATION MACHINE PM 200-1 (BR) 494
18.4.1 GENERAL INFORMATION ON PM 200-1 494
18.4.2 ADDITION OF AN RM 80-92 BALLAST CLEANING MACHINE TO THE PM 200-1
BR 500
18.5 FORMATION REHABILITATION MACHINE PM 200-2R 501
18.5.1 GENERAL INFORMATION ON PM 200-2R 501
18.5.2 WORK PROCEDURE 504
18.6 SAND DISTRIBUTION AND COMPACTING MACHINE (SVV 100) FROM
JOSEPH HUBERT AND SCHWEERBAU 509
18.7 RECYCLING AND FORMATION REHABILITATION MACHINES RPM 2002
AND RPMW 2002-2 516
18.7.1 OBJECTIVE OF RPM 2002 516
18.7.2 WORK PROCEDURE 517
18.8 RECYCLING, FORMATION REHABILITATION AND CLEANING MACHINE
RPM-RS-900 FROM SPITZKE AG 522
18.8.1 GENERAL 522
18.8.2 WORKING METHODS 524
18.8.3 RPM-RS-900 FROM SCHWEERBAU 528
18.9 MOBIUS SOIL REMEDIATION SYSTEM 532
18.10 FORMATION REHABILITATION WITH BALLAST REPLACEMENT -
WIEBE SYSTEM 535
18.11 VERIFICATION OF INSTALLATION QUALITY 537
19 MECHANICAL TAMPING WORK IN TRACKS AND SWITCHES 540
19.1 REQUIREMENTS ON TRACK AND SWITCH TAMPING MACHINES AND
BALLAST PLOUGHS 540
19.2 MEASURING WORK AHEAD OF TAMPING MACHINES 550
19.2.1 INTRODUCTION 550
19.2.2 MEASURING WORK ON CONVENTIONALLY MARKED TRACKS 551
19.2.3 MEASURING WORK WITH THE EM-SAT TRACK SURVEY SYSTEM 553
19.2.4 MEASURING WORK WITH THE GEDO CE 560
19.2.5 MEASURING WORK WITH THE AMBERG GRP 3000 SURVEY SYSTEM 565
19.2.6 THE SATELLITE-SUPPORTED TRACK SURVEY DURING TRACK MAINTENANCE 570
19.3 TAMPING 578
19.3.1 GENERAL 578
19.3.2 COMPACTING 586
19.3.3 FIRST AND SECOND STABILISATION 586
19.3.4 CREATION OF THE BALLAST PROFILE 587
19.3.5 SPEED REGULATION AFTER LAYING 587
19.4 MAINTENANCE OF THE TRACKS 589
19.4.1 GENERAL 589
19.4.2 PRECONDITIONS AND PRELIMINARY WORK
591
19.4.3 ELIMINATION OF LONG-WAVE TRACK DISPLACEMENT ON HIGH-SPEED LINES
(V 160 KM/H) 592
19.4.4
BALLAST DISTRIBUTION SYSTEM (BDS 2000)
592
19.5
MAINTENANCE OF SWITCHES
596
19.6 TAMPING WORK WITH SMALL MACHINES
597
19.7 DYNAMIC TRACK STABILISATION
601
19.8
CHECKING EXECUTION
604
20 CREATION OF THE CONTINUOUS WELDED RAIL TRACK
605
20.1 GENERAL
605
20.2 STRESS COMPENSATION
605
20.3 WELDED JOINTS (INTERMEDIATE AND FINAL WELDS)
608
21 ELIMINATION OF INDIVIDUAL DEFECTS
619
21.1
TRACKS
619
21.1.1
GENERAL
619
21.1.2
CORRECTION OF TRACK DISPLACEMENT
619
21.1.3 GAUGE CORRECTION
622
21.1.4 BENDING UP RETRACTED INSULATED JOINTS
624
21.1.5
SLEEPER REHABILITATION
625
21.2 ELIMINATION OF INDIVIDUAL GEOMETRY DEFECTS IN TRACKS AND
SWITCHES WITH INDIVIDUAL DEFECT TAMPING MACHINES 633
21.2.1 UNIMAT-SPRINTER INDIVIDUAL DEFECT TAMPING MACHINE 633
21.2.2 FULLY MECHANISED INDIVIDUAL DEFECT PROCESSING WITH THE 08-275 4ZW
638
22 RAIL PROCESSING
641
22.1 GENERAL 641
22.2 RAIT PROCESSING MACHINES, TYPE RR 644
22.2.1 RAIL GRINDING TRAINS, TYPES RR 48 M AND 32 M 646
22.2.2 RAIL GRINDING MACHINES, TYPE RR 24 M 646
22.2.3 UNIVERSAL GRINDING MACHINES, TYPES RR 16 M AND RR 24 MC 647
22.2.4 SWITCH GRINDING MACHINES, TYPES RR 16 P/D AND 16 MS 647
22.3 RAIL PROCESSING MACHINES TYPES RG, SPML, RGM, GWM,
SF 03/SM 03, SFU 04/SM 04, SBM 650
22.3.1 RAIL GRINDING MACHINE RG 48 650
22.3.2 RAIL GRINDING MACHINE SPML 16-2 652
22.3.3 RAIL GRINDING MACHINE RGM 653
22.3.4 TRACK AND SWITCH GRINDING MACHINE GWM 550 654
22.3.5 RAIL MILLING UNIT SF 03/SM 03 656
22.3.6 RAIL MILLING MACHINE SFU 04/SM 04 657
22.3.7 RAIL PROCESSING MACHINE SBM 250 659
22.4 TRACK AND SWITCH GRINDING MACHINE RGH C 20 PLUS SUCTION AND
RINSING UNIT (SUSE) 661
22.5 RAIL GRINDING MACHINE SZ 2000 665
22.6 RAIL MILLING UNIT SF 03 FFS-PLUS 668
22.7 HIGH-SPEED GRINDING WITH GRINDING MACHINE RC 01 669
22.8 RAIL MILLING TRAIN SF 03 W-FFS 671
22.9 HAND-HELD GRINDING EQUIPMENT 675
23 NOISE INSULATION AND VIBRATION PROTECTION 676
23.1 INTRODUCTION 676
23.1.1 NOISE AND VIBRATION CAUSED BY RAILWAY VEHICLES 676
23.1.2 SOURCES OF NOISE 677
23.1.3 ROLLING NOISE 678
23.1.4 LEGAL FRAMEWORK CONDITIONS 679
23.1.5 VIBRATION 680
23.2 INSPECTION: ASSESSMENT OF THE ACTUAL STATUS OF THE RAIL RUNNING
TABLE QUALITY 682
23.2.1 DIRECT MEASUREMENT PROCESSES 682
23.2.2 INDIRECT CONTINUOUS MEASUREMENT PROCESSES 683
23.3 MAINTENANCE AND REPAIR OF RAIL RUNNING TABLES 684
23.4 SOUND-REDUCING MEASURES 685
23.4.1 MEASURES ON THE RAIL 685
23.4.2 ABSORBENT RUNNING TRACK COVERINGS 685
23.4.3 MEASURES IN THE PROPAGATION PATH 685
23.4.4 MEASURES AT THE IMMISSION POINT 686
23.5 VIBRATION-REDUCING MEASURES 686
23.5.1 MEASURES IN THE SUPERSTRUCTURE SYSTEM 686
23.5.2 MEASURES IN THE PROPAGATION PATH 687
23.5.3 MEASURES AT THE IMMISSION POINT 687
24 ASSESSMENT AND ACCEPTANCE OF TRACK MAINTENANCE 688
24.1 PRINCIPLES 688
24.1.1 GENERAL 688
24.1.2 ACCEPTANCE 688
24.2 ACCEPTANCE OF NEW TRACK CONSTRUCTION OR TRACK RENEWAL 692
24.2.1 GENERAL 692
24.2.2 ACCEPTANCE FOLLOWING NEW TRACK CONSTRUCTION OR TRACK RENEWAL 692
24.2.3 SR
0
VALUES FOR NEW TRACK CONSTRUCTION OR TRACK RENEWAL 695
24.2.4 SR
0
VALUES OF THE GEODETIC POSITION OF THE TRACK AND OTHER
MEASUREMENTS 697
24.2.5 CHECKLIST FOR ACCEPTANCE DOCUMENTS 698
24.3 ACCEPTANCE OF NEW SWITCH CONSTRUCTION AND SWITCH RENEWAL 699
24.3.1 GENERAL 699
24.3.2 OBJECT OF ACCEPTANCE 699
24.3.3 ACCEPTANCE FOLLOWING NEW SWITCH CONSTRUCTION AND SWITCH RENEWAL
699
24.3.4 SR
0
VALUES OF THE SWITCH GEOMETRY 701
24.4 ACCEPTANCE OF TRACK MAINTENANCE 703
24.4.1 GENERAL 703
24.4.2 ACCEPTANCE OF TRACK MAINTENANCE 703
24.4.3
EVALUATION OF ACCEPTANCE SURVEY
704
24.5 ACCEPTANCE OF SWITCH MAINTENANCE 705
24.5.1 GENERAL 705
24.5.2 ACCEPTANCE OF SWITCH MAINTENANCE 705
24.5.3 SR
0
VALUES FOR SWITCH MAINTENANCE 706
24.6 ACCEPTANCE OF WELDED JOINTS ON RAILS 707
24.6.1 GENERAL 707
24.6.2 PRINCIPLES 708
24.6.3 TOOLS 708
24.6.4 ACCEPTANCE OF WELDED JOINTS ON RAILS 708
24.7 ACCEPTANCE OF RAIL PROCESSING 713
24.7.1 GENERAL 713
24.7.2 ACCEPTANCE OF RAIL PROCESSING 713
24.7.3 GUIDELINE-ACCEPTANCE VALUES FOLLOWING RAIL PROCESSING 715
24.7.4 GUIDELINE ACCEPTANCE VALUES FOLLOWING THE PRODUCTION OF SPECIAL
PROFILES 718
25 FURTHER DEVELOPMENTS 719
25.1 GENERAL 719
25.2 SUZW 500 - NEW TECHNOLOGY FOR TRACK RENEWAL IN CONVEYOR BELT
TECHNOLOGY, H.F. WIEBE 719
25.3 BALLAST BED CLEANING MACHINE RM900VB 723
25.4 MOBILE MAINTENANCE SYSTEM ROBEL 69.70 726
25.5 BALLASTLESS TRACK SYSTEM DW PRE-CAST CONCRETE TRACK PANELS
AS THE TRACK SUPPORT SYSTEM 729
25.5.1 SYSTEM DESCRIPTION 730
25.5.2 ROUTING PRINCIPLES 730
25.5.3 CONSTRUCTION IMPLEMENTATION 730
25.6 THE DURFLEX SUPERSTRUCTURE SYSTEM 732
25.6.1 CHARACTERISTICS OF DURFLEX 732
25.6.2 LAYING PROCEDURE (DURFLEX INSTALLATION) 733
25.6.3 REMOVAL PROCEDURE AND RECYCLING 735
25.7
DRIVE-ON BALLASTLESS TRACK SYSTEM 735
25.7.1
SYSTEM DESCRIPTION 735
25.7.2
LAYING PROCEDURE ON EARTHWORKS (ROUGH CONSTRUCTION SEQUENCE)
737
25.8
THE ZSX TWIN SLEEPER - THE SPECIAL PRE-STRESSED CONCRETE SLEEPER
737
25.8.1
THE DEVELOPMENT OBJECTIVES OF THE ZSX TWIN SLEEPER
737
25.8.2
LAYING PROCEDURE 738
25.9
DURMINOR, THE LOW NOISE PROTECTION WALL 741
25.10
NEW DEVELOPMENTS IN BALLASTLESS TRACK SYSTEM DESIGN TYPES 743
25.10.1
NEW BALLASTLESS TRACK SYSTEM DESIGN TYPE 743
25.10.2 NAUMBURGER BAUUNION (NBU) DESIGN TYPE 744
ANNEX
ABBREVIATIONS
746
UNITS OF MEASUREMENT 747
ADVERTISERS
747
INDEX
748
AUTHORS
752
|
| any_adam_object | 1 |
| author | Marx, Lothar Moßmann, Dietmar |
| author2 | Rhodes, Ian W. |
| author2_role | trl |
| author2_variant | i w r iw iwr |
| author_GND | (DE-588)133828867 (DE-588)1145735738 |
| author_facet | Marx, Lothar Moßmann, Dietmar Rhodes, Ian W. |
| author_role | aut aut |
| author_sort | Marx, Lothar |
| author_variant | l m lm d m dm |
| building | Verbundindex |
| bvnumber | BV049418246 |
| classification_rvk | ZI 6440 |
| ctrlnum | (OCoLC)842386486 (DE-599)DNB1023449196 |
| dewey-full | 625.100288 |
| dewey-hundreds | 600 - Technology (Applied sciences) |
| dewey-ones | 625 - Engineering of railroads and roads |
| dewey-raw | 625.100288 |
| dewey-search | 625.100288 |
| dewey-sort | 3625.100288 |
| dewey-tens | 620 - Engineering and allied operations |
| discipline | Bauingenieurwesen Verkehr / Transport |
| edition | 7th revised and extended edition |
| format | Book |
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| id | DE-604.BV049418246 |
| illustrated | Illustrated |
| indexdate | 2024-12-24T10:03:19Z |
| institution | BVB |
| isbn | 9783943214031 |
| language | English German |
| oai_aleph_id | oai:aleph.bib-bvb.de:BVB01-034745209 |
| oclc_num | 842386486 |
| open_access_boolean | |
| owner | DE-83 |
| owner_facet | DE-83 |
| physical | 753 Seiten Illustrationen, Diagramme 24 cm |
| publishDate | 2013 |
| publishDateSearch | 2013 |
| publishDateSort | 2013 |
| publisher | Bahn Fachverlag GmbH |
| record_format | marc |
| series2 | DB manual |
| spellingShingle | Marx, Lothar Moßmann, Dietmar Work procedures for permanent way maintenance Deutsche Bahn AG (DE-588)3020305-3 gnd Instandhaltung (DE-588)4027145-6 gnd Eisenbahnoberbau (DE-588)4014040-4 gnd |
| subject_GND | (DE-588)3020305-3 (DE-588)4027145-6 (DE-588)4014040-4 |
| title | Work procedures for permanent way maintenance |
| title_auth | Work procedures for permanent way maintenance |
| title_exact_search | Work procedures for permanent way maintenance |
| title_full | Work procedures for permanent way maintenance Lothar Marx ; Dietmar Moßmann. [Transl.: Beo, Gesellschaft für Sprachen und Technologie mbH / Ian W. Rhodes] |
| title_fullStr | Work procedures for permanent way maintenance Lothar Marx ; Dietmar Moßmann. [Transl.: Beo, Gesellschaft für Sprachen und Technologie mbH / Ian W. Rhodes] |
| title_full_unstemmed | Work procedures for permanent way maintenance Lothar Marx ; Dietmar Moßmann. [Transl.: Beo, Gesellschaft für Sprachen und Technologie mbH / Ian W. Rhodes] |
| title_short | Work procedures for permanent way maintenance |
| title_sort | work procedures for permanent way maintenance |
| topic | Deutsche Bahn AG (DE-588)3020305-3 gnd Instandhaltung (DE-588)4027145-6 gnd Eisenbahnoberbau (DE-588)4014040-4 gnd |
| topic_facet | Deutsche Bahn AG Instandhaltung Eisenbahnoberbau |
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