com CCI Alkmaar: 37044577 .bemorail.BEMO RAIL BV Debbemeerweg 59 1749 DK WARMENHUIZEN The Netherlands Tel: +31 (0)226 425300 Fax: +31 (0)226 421916 [email protected] www. Six years later the production activities were expanded with the assembly of crane tracks. storage and transfer companies. with functionality optimally related to price.after much demand from the market . A modern office. In 2006 the company moved to new and larger premises. which results in qualitative. 4 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 5 . efficiently and quickly. • Be distinctive in upgrading and modernizing existing locomotives. We are ready to help you further! Kind Regards. • Become market leader for shunting systems. Team Bemo Rail PRODUCTS Rails Clips Sole plates Sleepers Elastic pad Fastening material Grouting Buffers Recess filling Specials Consultancy and engineering Measuring and inspection Handling Assembly and supervision Welding and grinding Maintenance and repair SERVICES Information on Shunting Technology you will find on the other side.discontinuously supported 6 6 6 7 7 7 8 8 9 9 9 10 10 13 23 24 26 27 29 30 31 31 34 34 34 34 35 35 36 Steel • Crane track on a steel girder Ballast • Crane track on concrete sleepers • Crane track on wooden sleepers • Track on sleepers Mission Statement Bemo Rail is the expert in the field of rail systems and rail-related means of transport for industry. in combination with logistically well-equipped storage and production halls facilitate the development of our products and the execution of our services qualitatively. • Remain involved in the initial stage of projects. • Using sustainable materials and methods is embraced as a principle by Bemo Rail. Together we successfully translate the customer’s questions into practical solutions. Bemo Rail .continuously supported • Crane track on concrete .bemorail. Started as a trading company. More questions after reading the information? You will find the answers on our website www.decided to develop and build its own shunting systems in 1984. price-conscious and practical solutions. TABLE OF CONTENTS RAIL TECHNOLOGY SYSTEMS Concrete • Crane track on concrete . Since that moment until now Bemo Rail has consisted of two departments: Rail Technology and Shunting Technology. rail and crane-track technology. • Remain prominent in the market for rail constructions. Vision Special systems • Render durable and customer-specific services by professional and multi-purpose teams.INTRODUCTION Since its foundation in 1970 Bemo Rail has grown significantly and developed into an expert with worldwide recognition in the field of rail-related internal means of transport.com and otherwise you can always contact us by telephone: +31 (0)226 – 425300. either or not mounted in a concrete recess . with a centre-to-centre distance of ca. either or not mounted in a concrete recess. This system is only applicable to crane rail with a wide foot (type A). Eurogate Terminal in Germany. continuously supported. Then the rail is anchored on concrete by means of anchor bolts through the rail foot. With such constructions mostly weldable clips are used. 500 – 1000 mm.SYSTEMS Crane track on concrete discontinuously supported A discontinuously supported crane track is characterized by rail . Rail chair Steel Crane track on concrete. Characteristic are the holes in the rail foot and the continuous grouting. Concrete Crane track on concrete continuously supported A continuously supported crane track is characterized by rail mounted on a continuous steel sole plate with continuous grouting. Each support plate is grouted separately.on steel support plates or rail chairs. If the wheel load is 50% of the maximally admitted wheel load on the rail. 6 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 7 . These clips can mostly be pre-constructed. the steel sole plate may be left out. This rail system is particularly well suited for high dynamic wheel load. Rail chairs can be integrated directly with the reinforcement in the concrete. This system is suitable if continuous support is not necessary or not possible. with adjustable clips and either or not with elastic pad. Crane track on a steel girder Characteristic for a crane track on a steel girder is the rail often being fastened onto profile steel. 8 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 9 . Track on sleepers Like crane tracks. The rail is mounted onto a sleeper with a strong spring clip and an elastic sole plate. Furthermore rail constructions are designed for very sensitive machines and research basins for the maritime sector. Crane track and track on concrete sleepers. Rotterdam. provided with a support plate and rail-fastening material. industry track can be built on various types of concrete or wooden sleepers. Crane track on wooden sleepers Besides the concrete sleepers Bemo Rail uses hardwood sleepers. These sleepers are installed in the same way as the concrete sleepers. shipyards and windmill production) is specifically designed. even the railhead of which is machined. or in repak. concrete slabs or paving). tram or metro. if required.g. The objective is to reach a very high degree of accuracy (+/. Also a crossings field for the heavy industry (e. The sleeper can be installed very precisely in a gravel bed. The track rail on the sleepers can be built like railway.0. It is important that the foundation is solidly compact. on sand-cement stabilization. Euromax. The entire rail construction can. The rail in these transfer constructions does not break and consequently remains intact. be applied in combination with hardening (asphalt.1 mm) of the rail. Special systems Many years of experience in rail systems have enabled Bemo Rail to design and supply special custom-made rail systems. Among which earthquake-resistant constructions.Ballast Crane track on concrete sleepers Bemo Rail has its own concrete sleeper for crane-rail constructions with heavy wheel loads. 80 40 52.40 23.40 155 180 127 131. (N/mm2) 690 780 880 690 780 880 980 1080 Yield Elongation Hardness strength (%) (HB) Re min.05 152.20 89 118 147 52.30 39 44.38 66.10 31.63 86. When optimizing these factors the maximum wheel load can be increased by approximately 35%.10 20 24 28 32 38 44 60 28 32 38 44 68.69 88.75 31.76 152.30 73.PRODUCTS Rails Low web crane rail Rail section Mass G (kg/m) Height H (mm) Foot B (mm) Head K (mm) Web W (mm) Neutral axis e (mm) Admitted wheel load (Kn) Factory stock (m) Min.60 70 101.10 56.09 76. (N/mm2) 355 390 440 450 490 540 590 640 12 10 8 15 12 10 8 7 200 230 260 200 230 260 290 320 10 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 11 .70 65.30 33.20 74.80 43.70 60.96 118.40 52.81 31.60 52.76 131.30 100.30 54.88 73.49 90 135 200 315 450 650 1050 470 10/12/15 10/12/15 10/12/15 10/12/15 10/12/15 10/12/15 12/15 12/15 690 690 690 690 690 690 690 690 BSC 101 MRS 125 104-lb CR 105-lb CR 135-lb CR 171-lb CR 175-lb CR ISCR50 ISCR60 ISCR70 ISCR80 ISCR100 ISCR120 ISCR140 QU70 QU80 QU100 QU120 The admitted wheel load in the rail table is based on the steel grade of the rail.80 56.40 66.40 90 105 120 130 150 170 170 120 130 150 170 101. (N/mm2) 690 780 880 690 780 880 980 1080 Yield Elongation Hardness strength (%) (HB) Re min. tensile strength (N/mm2) High web crane rail Rail section Mass G (kg/m) Height H (mm) Foot B (mm) Head K (mm) Web W (mm) Neutral axis e (mm) Admitted wheel load (Kn) 460 320 460 455 725 255 275 225 460 460 150 205 270 330 430 650 800 270 330 430 650 Factory stock (m) Min.50 65.40 90 105 120 130 150 170 170 120 130 150 170 150 146 152.80 86.83 81 91.70 65.08 67 84.53 55 65 75 85 95 105 150 102 125 150 175 200 200 220 220 165 45 55 65 75 100 120 150 102 24 31 38 45 60 72 80 80.70 110.50 60.80 64.60 50 60 70 80 100 120 140 70 80 100 120 35 32 34.40 165 180 127 131.40 152.70 83. Steel grade 70 80 90 70 Va 80 Va 90 Va 100 Cr-Va 110 Cr-Va Tensile strength Rm min.64 46.90 57.30 73.80 63.00 150.30 85.70 50.60 101.40 152.10 89 76.80 100. the rail system applied and the normal service factor as defined in the DIN 15070.38 125 51.60 100 120 63.45 85.90 77.46 157 152.75 38.75 146. tensile strength (N/mm2) 690 690 690 690 690 690 690 690 690 690 690 690 690 690 690 690 690 690 690 690 690 AS86 MRS 73 MRS 87a PRI 85r 85.10 82.20 101. Steel grade 70 80 90 70 Va 80 Va 90 Va 100 Cr-Va 110 Cr-Va Tensile strenght Rm min.10 152.90 45 40 25. (N/mm2) 355 390 440 450 490 540 590 640 12 10 8 15 12 10 8 7 200 230 260 200 230 260 290 320 The admitted wheel load in the rail table is based on the steel grade of the rail. When optimizing these factors the maximum wheel load can be increased by approximately 35%.80 29.93 108. the rail system applied and the normal service factor as defined in the DIN 15070.70 83.10 12/15 12/15 12/15 12/15 12/15 12/15 12/15 12/15 12/15 12/15 12/15/18 12/15/18 12/15/18 12/15/18 12/15/18 12/15/18 12/15/18 12/15/18 12/15/18 12/15/18 12/15/18 A 45 A 55 A 65 A 75 A 100 A 120 A 150 MRS 86 22. RAIL WITHOUT PAD 2.33 5/6 6/8/10/12 6/8/10/12 6/8/10/12 6/8/10/12 6/8/10/12 15/12 15/12 41. tensile strength (N/mm2) 540 540 690 540 690 690 690 690 Clips STANDARD RAIL CLIP FM16 1.33 76.88 220 210 225 245 265 280 320 280 295 310 320 140 190 15/12 15/12 12/15/18 12/15/18 15/12 15/12 15/12 12/15/18 12/15/18 12/15/18 12/15/18 12/15/18 15/12 690 690 690 690 690 690 690 880 880 880 880 690 690 A45 A55 A65 30E1 (S30) 33E1 (S33) 40E1 (S41. PAD MOUNTED RAIL 1.13 33. (N/mm2) 70 690 80 780 90 880 70 Va 690 80 Va 780 90 Va 880 100 Cr-Va 980 110 Cr-Va 1080 Steel grade Yield Elongation Hardness strength (%) (HB) Re min.8 Grade 5.39 54.95 131.80 58.75 10 14 18.39 61.90 51. the rail system applied and the normal service factor as defined in the DIN 15070.03 91.76 67 67 67 67 73.88 67.95 131.3 65.33 65.09 12 12 14 16 14 15 30 16 16. PAD MOUNTED RAIL S7 S10 S14 S18 S20 S24 30E1 S30 33E1 S33 41E1 S41 r = 10mm 40E1 S41 r = 14mm 49E1 S49 54E3 S54 46E3 NP46 50E2 EB 50T EB 63 54E1 UIC54 60E1 UIC60 UIC54A UIC60A ASCE 60 ASCE 85 6.55 84.11 30.47 65 70 80 93 100 115 108 134 50 58 70 82 82 90 108 105 25 32 38 43 44 53 60.95 54.03 42.70 80.8 stud bolts 38 kN 200 Nm The admitted wheel load in the rail table is based on the steel grade of the rail. When optimizing these factors the maximum wheel load can be increased by approximately 35%.80 75.54 46.77 79.77 60.97 62.30 11 33.30 58 5 6 9 10 10 10 12.21 65.50 28 28 12.Vignola rail Rail section Mass G (kg/m) Height H (mm) Foot B (mm) Head K (mm) Web W (mm) Neutral axis e (mm) Admitted wheel load (Kn) 28 45 64 82 86 125 140 150 Factory stock (m) Min.R14) 41E1 (S41.3 58 67 67 60.1 mm 55 65 75 108 134 138 138 108 131.8 stud bolts 23 kN 125 Nm FM16 H18 FM16 H18 FM16 H18 FM16 H18 FM16 H18 FM16 H18 FM16 H18 FM16 H18 FM16 H18 FM16 H24 FM16 H24 FM16 H24 FM16 H24 FM16 H24 FM16 H24 FM16 H24 FM16 H24 FM16 H24 Grade 8.34 69.20 138 138 149 154 142 151 151 159 172 159 142 107. Tensile strength Rm min.95 49.88 68.24 40.76 125 125 125 125 120 140 140 140 150 140 150 107.72 72 72 70 72 70 72 60.12 41.30 19.80 24.57 55.8 mm 45 55 65 60.R10) ASCE60 ASCE85 Distance between stud bolts M16 Minimum assembly width clips F C A P W Rail base + 29 mm Rail base + 72 mm 2.10 86.66 49.30 14. (N/mm2) 355 12 200 390 10 230 440 8 260 450 15 200 490 12 230 540 10 260 590 8 290 640 7 320 Specification Maximum side load Tightening torque 12 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 13 .52 55.20 82. RAIL WITHOUT PAD mm 125 150 175 108 105 125 125 108 131.80 47.43 30.12 71.95 35.29 69. 1 mm 65 75 85 95 105 152.4 165 120 130 150 170 120 130 150 170 108 105 125 125 125 125 120 140 140 140 150 131.6 101.6 100 70 80 100 120 70 80 100 120 60 58 67 67 67 67 72 67 72 70 72 65.6 101.4 180 165 150 170 170 150 170 mm 120 150 101.6 120 100 100 120 140 100 120 mm 105 150 152. RAIL WITHOUT PAD 2.8 FM20 H22 FM20 H22 FM20 H25 FM20 H25 FM20 H25 FM20 H31 FM20 H31 FM20 H28 FM20 H25 FM20 H31 FM20 H31 FM20 H31 FM20 H25 FM20 H25 FM20 H25 FM20 H28 FM20 H25 FM20 H25 FM20 H25 FM20 H28 FM20 H22 FM20 H22 FM20 H22 FM20 H22 FM20 H25 FM20 H25 FM20 H25 FM20 H25 FM20 H28 FM20 H25 FM20 H25 FM20 H22 FM20 H28 FM20 H28 FM20 H31 FM20 H31 FM20 H31 FM20 H37 FM20 H37 FM20 H34 FM20 H31 FM20 H37 FM20 H37 FM20 H37 FM20 H31 FM20 H31 FM20 H31 FM20 H34 FM20 H31 FM20 H31 FM20 H31 FM20 H34 FM20 H28 FM20 H28 FM20 H28 FM20 H28 FM20 H31 FM20 H31 FM20 H31 FM20 H31 FM20 H34 FM20 H31 FM20 H31 FM20 H28 Distance between stud bolts M24 Minimum assembly width clips F C A P Rail base + 34 mm W Rail base + 100 mm 1. RAIL WITHOUT PAD 2.6 64 76 70 101.8 mm 55 65 75 100 120 101.4 127 132 146 152.8 stud bolts 46 kN 240 Nm Grade 8. PAD MOUNTED RAIL 1.4 127 146 157 152.6 101.STANDARD RAIL CLIP FM20 1. PAD MOUNTED RAIL mm A120 A150 AS86 PRI85r MRS87A MRS125 BSC101 ISCR100 ISCR120 ISCR140 QU100 QU120 Specification Maximum side load Tightening torque 220 220 150 152.4 152.8 stud bolts 77 kN 370 Nm FM24 H31 FM24 H34 FM24 H34 FM24 H34 FM24 H34 FM24 H40 FM24 H34 FM24 H31 FM24 H34 FM24 H40 FM24 H31 FM24 H34 FM24 H37 FM24 H40 FM24 H40 FM24 H40 FM24 H40 FM24 H46 FM24 H40 FM24 H37 FM24 H40 FM24 H46 FM24 H37 FM24 H40 Grade 8.8 stud bolts 125 kN 600 Nm Specification Maximum side load Tightening torque Grade 5.4 152. PAD MOUNTED RAIL Distance between stud bolts M20 Minimum assembly width clips F C A P W Rail base + 36 mm Rail base + 90 mm 2.8 stud bolts 75 kN 390 Nm 14 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 15 . RAIL WITHOUT PAD STANDARD RAIL CLIP FM24 2.4 152.4 180 155 150 170 170 150 170 Grade 5. RAIL WITHOUT PAD mm A55 A65 A75 A100 A120 AS86 PRI85r MRS51 MRS67 MRS73 MRS87A BSC101 ISCR70 ISCR80 ISCR100 ISCR120 QU70 QU80 QU100 QU120 30E1 (S30) 33E1 (S33) 40E1 (S41-R14) 41E1 (S41-R10) 49E1 (S49) 54E1 (S54) 46E3 (NP46) 50E2 (EB50T) EB63 54E1 (UIC54) 60E1 (UIC60) ASCE85 150 175 200 200 220 150 152. PAD MOUNTED RAIL 1.4 152.4 155 120 130 150 170 120 130 150 170 108 134 138 138 149 154 142 151 151 159 172 131. 8 stud bolts 38 kN 200 Nm Specification Maximum side load Tightening torque Specification Maximum side load Tightening torque Grade 5. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL 1.8 AM20 H13 AM20 H13 AM20 H16 AM20 H16 AM20 H16 AM20 H22 AM20 H22 AM20 H19 AM20 H16 AM20 H22 AM20 H22 AM20 H22 AM20 H16 AM20 H16 AM20 H16 AM20 H19 AM20 H16 AM20 H16 AM20 H16 AM20 H19 AM20 H13 AM20 H13 AM20 H13 AM20 H13 AM20 H16 AM20 H16 AM20 H16 AM20 H16 AM20 H19 AM20 H16 AM20 H16 AM20 H13 AM20 H19 AM20 H19 AM20 H22 AM20 H22 AM20 H22 AM20 H28 AM20 H28 AM20 H25 AM20 H22 AM20 H28 AM20 H28 AM20 H28 AM20 H22 AM20 H22 AM20 H22 AM20 H25 AM20 H22 AM20 H22 AM20 H22 AM20 H25 AM20 H19 AM20 H19 AM20 H19 AM20 H19 AM20 H22 AM20 H22 AM20 H22 AM20 H22 AM20 H25 AM20 H22 AM20 H22 AM20 H19 Distance between stud bolts M16 Minimum assembly width clips F C A P W Rail base + 32 mm Rail base + 96 mm 2.8 stud bolts 46 kN 240 Nm Grade 8.ADJUSTABLE RAIL CLIP AM16 1. PAD MOUNTED RAIL mm A55 A65 A75 A100 A120 AS86 PRI85r MRS51 MRS67 MRS73 MRS87A BSC101 ISCR70 ISCR80 ISCR100 ISCR120 QU70 QU80 QU100 QU120 30E1 (S30) 33E1 (S33) 40E1 (S41-R14) 41E1 (S41-R10) 49E1 (S49) 54E1 (S54) 46E3 (NP46) 50E2 (EB50T) EB63 54E1 (UIC54) 60E1 (UIC60) ASCE85 150 175 200 200 220 150 152.1 mm 55 65 75 108 134 138 138 108 131.3 65.4 127 146 157 152.R14) 41E1 (S41.8 stud bolts 75 kN 390 Nm 16 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 17 .6 101. PAD MOUNTED RAIL 1.3 58 67 67 60. RAIL WITHOUT PAD mm A45 A55 A65 30E1 (S30) 33E1 (S33) 40E1 (S41.4 165 120 130 150 170 120 130 150 170 108 105 125 125 125 125 120 140 140 140 150 131. RAIL WITHOUT PAD ADJUSTABLE RAIL CLIP AM20 2. RAIL WITHOUT PAD 2.6 100 70 80 100 120 70 80 100 120 60 58 67 67 67 67 72 67 72 70 72 65.8 mm 45 55 65 60.1 mm 65 75 85 95 105 152.R10) ASCE60 ASCE85 125 150 175 108 105 125 125 108 131.4 155 120 130 150 170 120 130 150 170 108 134 138 138 149 154 142 151 151 159 172 131.8 Grade 5.6 64 76 70 101.4 152.8 stud bolts 23 kN 125 Nm AM16 H15 AM16 H15 AM16 H15 AM16 H15 AM16 H15 AM16 H15 AM16 H15 AM16 H15 AM16 H15 AM16 H21 AM16 H21 AM16 H21 AM16 H21 AM16 H21 AM16 H21 AM16 H21 AM16 H21 AM16 H21 Grade 8.8 mm 55 65 75 100 120 101. PAD MOUNTED RAIL Distance between stud bolts M20 Minimum assembly width clips F C A P Rail base + 40 mm W Rail base + 120 mm 1.4 127 132 146 152. 8 stud bolts 125 kN 600 Nm Grade 8.8 Hex. 18 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 19 .6 101.6 101. PAD MOUNTED RAIL ADJUSTABLE WELDABLE DOUBLE RAIL CLIP WDM16 1.8 stud bolts 77 kN 370 Nm AM24 H24 AM24 H27 AM24 H27 AM24 H27 AM24 H27 AM24 H33 AM24 H27 AM24 H24 AM24 H27 AM24 H33 AM24 H24 AM24 H27 AM24 H30 AM24 H33 AM24 H33 AM24 H33 AM24 H33 AM24 H39 AM24 H33 AM24 H30 AM24 H33 AM24 H39 AM24 H30 AM24 H33 Grade 8. Bolt 170 kN 130 Nm Hexagon head screws ISO4017 / DIN933 Steel grade 8.4 152.8 HDG.4 180 165 150 170 170 150 170 mm 120 150 101.ADJUSTABLE RAIL CLIP AM24 1.6 120 100 100 120 140 100 120 mm 105 150 152. PAD MOUNTED RAIL mm A75 A100 A120 MRS51 MRS67 ISCR70 ISCR80 ISCR100 ISCR120 QU70 QU80 QU100 QU120 49E1 (S49) 54E1 (S54) 46E3 (NP46) 50E2 (EB50T) EB63 54E1 (UIC54) 60E1 (UIC60) Specification Maximum side load Tightening torque 200 200 220 127 132 120 130 150 170 120 130 150 170 125 125 120 140 140 140 150 mm 75 100 120 64 76 70 80 100 120 70 80 100 120 67 67 72 67 72 70 72 mm 85 95 105 127 146 120 130 150 170 120 130 150 170 149 154 142 151 151 159 172 WDM16 N20 WDM16 N20 WDM16 N16 WDM16 N18 WDM16 N28 WDM16 N20 WDM16 N20 WDM16 N18 WDM16 N16 WDM16 N20 WDM16 N20 WDM16 N18 WDM16 N16 WDM16 N20 WDM16 N20 WDM16 N20 WDM16 N20 WDM16 N18 WDM16 N20 WDM16 N20 Welding: Inside Other 3 sides Fixing bolts: WDM16 N14 WDM16 N14 WDM16 N10 WDM16 N12 WDM16 N12 WDM16 N14 WDM16 N14 WDM16 N12 WDM16 N10 WDM16 N14 WDM16 N14 WDM16 N12 WDM16 N10 WDM16 N14 WDM16 N14 WDM16 N14 WDM16 N14 WDM16 N12 WDM16 N14 WDM16 N14 Fillet welding Fillet welding 3 4 W Rail base + 140 mm 1. RAIL WITHOUT PAD 2. RAIL WITHOUT PAD 2.4 152.4 180 155 150 170 170 150 170 Grade 5.4 152. RAIL WITHOUT PAD 2. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL mm A120 A150 AS86 PRI85r MRS87A MRS125 BSC101 ISCR100 ISCR120 ISCR140 QU100 QU120 Specification Maximum side load Tightening torque 220 220 150 152. PAD MOUNTED RAIL Inside distance between base plates Distance between bolts M16 Minimum width sole plate Distance between stud bolts M24 Minimum assembly width clips F C A P Rail base + 44 mm F C A V P Rail base + 10 mm Rail base + 45 mm W Rail base + 100 mm 1. PAD MOUNTED RAIL Inside distance between base plates V P Rail base + 20 mm Rail base + 69 mm mm A75 A100 A120 AS86 PRI85r MRS51 MRS67 MRS87A ISCR70 ISCR80 ISCR100 ISCR120 QU70 QU80 QU100 QU120 49E1 (S49) 54E1 (S54) 46E3 (NP46) 50E2 (EB50T) EB63 54E1 (UIC54) 60E1 (UIC60) Specification Maximum side load Tightening torque 200 200 220 150 152.6 120 100 100 120 140 100 120 mm 105 150 152. PAD MOUNTED RAIL mm A120 A150 AS86 PRI85r MRS87A MRS125 BSC101 ISCR100 ISCR120 ISCR140 QU100 QU120 Specification Maximum side load Tightening torque 220 220 150 152.6 101. Bolt 180 kN 450 Nm Hexagon head screws ISO4017 / DIN933 Steel grade 8.8 Hex. 20 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 21 .8 HDG.6 70 80 100 120 70 80 100 120 67 67 72 67 72 70 72 mm 85 95 105 152.6 101.8 Hex.4 152.4 180 165 150 170 170 150 170 mm 120 150 101. PAD MOUNTED RAIL Inside distance between base plates Distance between bolts M20 Minimum width sole plate F C A V P Rail base + 20 mm Rail base + 66 mm W Rail base + 145 mm 1.ADJUSTABLE WELDABLE RAIL CLIP WM20 1. RAIL WITHOUT PAD ADJUSTABLE WELDABLE RAIL CLIP WM24 2.8 HDG. PAD MOUNTED RAIL 1.4 152.6 101.4 120 130 150 170 120 130 150 170 125 125 120 140 140 140 150 mm 75 100 120 101.4 152. RAIL WITHOUT PAD 2.4 127 132 152.4 180 155 150 170 170 150 170 WM24 N24 WM24 N22 WM24 N22 WM24 N22 WM24 N22 WM24 N16 WM24 N20 WM24 N26 WM24 N22 WM24 N18 WM24 N26 WM24 N22 Welding: Inside Other 3 sides Fixing bolts: WM24 N18 WM24 N16 WM24 N16 WM24 N16 WM24 N16 WM24 N10 WM24 N14 WM24 N20 WM24 N16 WM24 N12 WM24 N20 WM24 N16 Fillet welding Fillet welding 3 5 Grade 8. RAIL WITHOUT PAD 2. RAIL WITHOUT PAD 2. Hexagon head screws ISO4017 / DIN933 Steel grade 8.6 64 76 101.4 152.4 127 146 152. Bolt 125 kN 250 Nm Grade 8.4 120 130 150 170 120 130 150 170 149 154 142 151 151 159 172 WM20 N25 WM20 N25 WM20 N21 WM20 N19 WM20 N19 WM20 N23 WM20 N23 WM20 N19 WM20 N25 WM20 N25 WM20 N23 WM20 N21 WM20 N25 WM20 N25 WM20 N23 WM20 N21 WM20 N25 WM20 N25 WM20 N25 WM20 N25 WM20 N21 WM20 N25 WM20 N25 Welding: Inside Other 3 sides Fixing bolts: WM20 N19 WM20 N19 WM20 N15 WM20 N13 WM20 N13 WM20 N17 WM20 N17 WM20 N13 WM20 N19 WM20 N19 WM20 N17 WM20 N15 WM20 N19 WM20 N19 WM20 N17 WM20 N15 WM20 N19 WM20 N19 WM20 N19 WM20 N19 WM20 N15 WM20 N19 WM20 N19 Fillet welding Fillet welding 3 4 Distance between bolts M24 Minimum width sole plate F C A W Rail base + 170 mm 1. Preservation: black / hot dip galvanized. S355J0. coating. hot dip galvanized. Diameter material d = 13 mm. Mass = 0. Width: Varying between 150 and 500 mm. duplex system. Mass: 0. Bemo Rail also supplies weldable and adjustable clips. S355J0. Preservation: lacquered / dacromet.Track clips Clip type ‘KPO 3’ is mainly applied to a ribbed base plate. Clip type ‘KPO 6’ is also mainly applied to a ribbed base plate. Spring clip type ‘SKL 3’ also possesses high permanent clip strength. S275JR. Material: S235JR. Sole plates Continuous sole plates Length: Standard 5980 mm.627 kg. Mass: 0. Width: Varying between 150 and 500 mm. Spring clips Spring clip type ‘SKL 1 extra strong’ possesses high permanent clip strength. Material: S235JR. S275JR. 22 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 23 . Discontinuous sole plates Length: Varying between 150 and 300 mm.523 kg. Material: Spring steel. Tightening torque nominal: 200 Nm. hot dip galvanized. Diameter material d = 14 mm. Tightening torque nominal: 250 Nm. Preservation: lacquered / dacromet. Material: Spring steel. Tightening torque nominal: 240 Nm. Mass = 0.523 kg. Bemo Rail supplies the standard sole plates and also its own forged ribbed base plates.7 kg. Material: S235JR. Preservation: Black. Thickness: Varying between 12 and 50 mm. Material: S235JR. coating. Preservation: black / hot dip galvanized. provided with a rubber nose. duplex system. Tightening torque nominal: 240 Nm. Preservation: Black. Thickness: Varying between 12 and 50 mm. • Relatively low installation cost. • Applicable to various ribbed (tie) plates. 20 years. • Life ca. 40 years. • Minimum life approx. • Track gauge 1435 mm. • Applicable for different rail types and fastenings. Crane-track sleepers .Concrete Characteristics of pre-fabricated concrete track sleepers: • Manufactured of high-quality pre-stressed concrete C 50/60. Other types of wood are possible. • Relatively low installation cost. • Simply adjustable after settling. Track sleepers . • Relatively low installation cost. • Relatively low installation cost. • Suitable for maximum wheel load of 450 kN. 24 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 25 . Other gauges on request. • Available new or used. • Simply adjustable after settling.Sleepers Crane-track sleepers – Concrete Characteristics of pre-fabricated concrete crane-track sleepers: • Manufactured of high-quality pre-stressed concrete. 20 years. • Can be moved or removed easily after use. • Minimum life approx. 40 years. Track sleepers .Wood Characteristics of wooden track sleepers: • Mainly manufactured of Azobe hardwood. • Available new or used.Wood Characteristics of wooden crane-track sleepers: • Mainly manufactured of Azobe hardwood. • Simply adjustable after settling. • Simply adjustable after settling. • Track gauge nominal 1435 mm. • Applicable for different rail types and fastenings. • Suitable for maximum wheel load of 500 kN. • Minimum life approx. 8 / THV 5. Thanks to a better distribution of pressure using the elastic pad is economically advantageous when determining the sizes of the support for the crane track. Elimination of point load and the fatigue ensuing from it.16 kg) Density (@20 gr C) VA content Vicat-softening-temperature Hardness Shore A Hardness Shore D Strength (@50% elongation) Tensile strength Elongation (@break) Processing recommendation 3 0.512 26 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 27 .8 / THV Spring washers Type Definition External diameter (mm) 47 45 Internal diameter (mm) 25 25 Thickness (mm) 6 6 Max. Two sides can be provided with rubber noses. 2. Reduction of wear of the rail and the sole plate. SW 39 S M22 x 80/40 Mu M22. SW 39 S M22 x 90/45 Mu M22.925 7 72 95 42 6 17 >700 100-150 Mpa Mpa % °C Unit g/10min g/cm3 %w/w °C Test method ISO 1133 DIN EN iso 183-1 FTIR ISO 306 Method A ISO 868 ISO 868 ISO 527 ISO 527 ISO 527 Bemo Rail also supplies elastic pad with steel inlay type MKVII and MK6.475 0.14003: For standard applications. 4. Moreover one may expect a load reduction for the supporting construction of at least 25% (DIN 4132 and CTICM recommendations). Sizes Length: 12 metres on roll.503 0. manufactured from ethylene vinyl acetate (EVA) copolymer. Absorption of contact inequalities between the rail and the supporting constructions. Mh 20. .8 / THV 5. Product specifications 14003 MFI (@190gr C. Standard thickness: 6 mm. Mh 20. Single plate: In any desired size. is mounted between the rail foot and the steel sole plate. 5.549 0. Mh 20. Functions The most important functions of elastic pad are: 1. Width: Any desired width. SW 39 Weight (Kg / piece) 0.8 / THV 5. 3. Reduction of noise and vibration. SW 39 S M22 x 65/45 Mu M22. SW 39 S M22 x 90/45 Mu M22. Thickness: 6 mm.3 19 >750 100-150 7002 2 0. Other thickness possible. Because of the excellent quality and our favourable experience Bemo Rail uses the following types: . Mh 20.Elastic pad Elastic pad.934 14 65 91 35 4. height (mm) 22 14 Fe 6 Fe 7 Double spring washer Single spring washer T-headed bolts Type HS 26/65 HS 26/90 HS 32/65 HS 32/90 HS 27/75 Size S M22 x 65/45 Mu M22. 2. Fastening material Anchor bolts Type M16 x 200 M20 x 250 M20 x 300 M24 x 300 Diameter (mm) M16 M20 M20 M24 Length (mm) 200 250 300 300 Quality 5. Distribution of the load over a larger surface. Mh 20.577 0.07002: For heavy rail constructions (for greater tensile strength: see rail table on pages 10 and 11). 36 2. This is applied for the grouting of rail constructions. SW 39 Sleeper screws Type Ss 1/120 Ss 1/130 Ss 1B/130 Ss 1/150 Ss 1/160 Ss 8/140 Ss 8/150 Ss 8/160 Size 22 x 120 22 x 130 22 x 130 22 x 150 22 x 160 24 x 140 24 x 150 24 x 160 Weight (Kg / piece) 0.3 mm. Bemo Rail also supplies high-quality high-flow epoxy grout.19 1. Mh 20.5 37. 28 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 29 . For gluing-in anchor bolts Bemo Rail supplies non-shrinkable cement-based mortar with a grain structure of 0 .556 0. SW 39 S M22 x 90/40 Mu M22. Mh 20.451 0. Also this material can be handled in moist circumstances. The compressive strength of the mortars mentioned is 90 N/mm2. SW 39 S M22 x 100/40 Mu M22.478 0. Mh 20.2 9. With a hardening temperature of 10°C the material can be loaded after approx.1 3.52 Grouting Bemo Rail supplies high-quality non-shrinkable cement-based grouting mortars.5 73.528 0.T-headed bolts Type HS 40W 22/80 HS 40W 22/90 HS 40W 22/100 HS 40W 22/110 HS 40W 22/120 HS 40W 22/140 HS 40W 22/160 Size S M22 x 80/40 Mu M22. The material is suitable for grouting heights between 20 and 80 mm and handling has to take place in dry circumstances.8 heights of 10 to 150 mm can be grouted.568 Fish plates Type FL 7 FL 10 FL 14 FL 18 FL 20 FL 30 FL 33 FL 41/49 FL 14a FL 54E1 FL 46E3 Railtype S7 S 10 S 14 S 18 S 20 S 30 S33 S 41 / S 49 S 49 / S 54 54E1 UIC54 46E3 NP46 700 130 200 85 12.44 25. Mh 20.7 80 75 10 Weight kg/pair 1. Mh 20. 0 . which can be used for grouting rail constructions and for gluing-in anchor bolts. SW 39 S M22 x 120/40 Mu M22.69 17.548 0.40 670 130 200 70 30.472 0. Mh 20. Depending on the temperature the material can be loaded already after 24 to 48 hours. Depending on the temperature the material can be loaded already after 24 hours. Mh 20. With the grain structures of 0 -1.5 37.5 12.10 hours.6 130 100 100 B (mm) 70 75 90 90 90 127 120 165 165 C (mm) 35 37. which is reached after a hardening period of 28 days.5 37. With 20°C loading can take place already after approx.438 0. 18 hours. SW 39 S M22 x 110/40 Mu M22.4 and 0 . SW 39 S M22 x 140/40 Mu M22. The compressive strength of 70 N/mm2 is reached after 28 days. The material can be handled in moist circumstances and can also be pumped easily. SW 39 S M22 x 160/40 Mu M22. The compressive strength of 90 N/mm2 is reached after 28 days.6 3.0.40 Length (mm) 280 300 330 330 330 530 530 580 630 A (mm) 70 75 75 75 75 128. 2. Versions: • Construction steel. Rail buffer. This rubber liquid-mortar is elastic. Bemo Rail has developed material on the basis of rubber liquid-mortar. Buffers For safety reasons it is recommended to assemble buffers at the end of the crane track. All buffers are made to measure. we calculate it on the basis of mass and speed of the crane. Design data: To design a buffer the following data are needed: Energy absorber: H = the height from the heart of centre of the contact point of the crane to the top of the railhead. traverse platforms on shipyards. Concrete buffer. With sufficient energy absorbers on the crane. B. P = Pushing power in kN. watertight structure is developed that also adheres very well to steel and concrete.2. Besides buffers for crane tracks. The upper 25 mm of the rubber liquid can be applied in a different ratio.Recess filling With rail constructions in a recess it is often desirable to fill up the spaces between the rail and concrete safely with (frost resistant) material that keeps the recess dirt and water free. Hydraulic cylinder. on the basis of reactive polymers. V = maximum speed. Bemo Rails produces special constructions. M = mass of the crane. so that a denser. Specials For the solution of diverse deviating logistic transportation problems. manufacturing and assembling buffers. If P is not known. non-shrinkable and remains compressible. Traditionally the spaces in the recess can be filled up with lean concrete or mastic asphalt. Bemo Rail can also supply buffer frames for railway tracks. designing. Buffers are mounted on the concrete construction with anchor bolts. None. Bemo Rail has much experience in calculating.3. • Cast steel. manufactures and supplies the following special components: Crossings For crossings of rails. C. Energy absorbers: To eliminate the crane’s energy there are three methods: A. The qualities of the rail construction have to be maintained and the crane wheels must not be obstructed by it. In total it must be safe and may not cause stumbling danger. However. Calculations are made in conformity with DIN 15018 4. neither system functions optimally under all circumstances. or Cellular-plastic buffer. Rubber buffer. It consists of rubber granulates and a two-component liquid mass. e. Buffers are clamped to the rails by special clips.g. Types: 1. 30 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 31 . Bemo Rail designs. Germany. 10-metre high work of art ‘Heartbeat’ The Netherlands. with transitions from a platform to a ship lift on shipyards. Curved rails Curved rails are bent rails. These crossings can be found e. Bridge pieces A bridge piece is a movable rail crossing.g. Crane-rail switch A switch piece to move the crane on a different track.g. Hinging level crossings on shipyard Stralsund.Crossings field on shipyard Stralsund. 32 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 33 . Germany. manufactures and supplies hinging level crossings. E. Hinging level crossings Bemo Rail designs. is called a crane rail switch. or rail on silos. a crane track with a bend in it. Handling Grinding machine in operation. like sole plates. All measurements are elaborated in detailed and reliable reports together with an elaborate advice. production companies and storage and transfer companies. Welding and grinding Bemo Rail is specialized in rail welding. in accordance with international standards. Moreover we have a team of experienced managers. SEB 664035. • Thermite welding. Besides we have heavy sawing machines. Measuring and inspection Our team of surveyors carries out measuring of existing situations in any field related to crane rail constructions. ASTM and DIN. who deliver a project in accordance with the accepted international standards. Bemo Rail assembles these constructions all over the world. like FEM 9831. With our adequate equipment we are capable of handling our products. containertransfer companies. We carry out measurements for customers from diverse sectors like the concrete industry. Furthermore we also have a framing machine. • Electric flash butt welding. All our machines have especially been developed for the assembly of crane tracks. a cutting machine and a milling machine. Also wear and consequently rail and wheel repair will decrease. For these machines we can also make a quotation for non-rail-related products. like total stations and accurate level-measuring instruments. who can supervise local skilled workers. like ISO. among which an automatic one. Rail can be welded in 3 ways: • Puddle arc welding. Hydraulic precision power wrench Thermite welding 34 | RAIL TECHNOLOGY RAIL TECHNOLOGY | 35 . Nowadays virtually all rail is welded. Assembly and supervision Besides supplying complete rail constructions. Bemo Rail uses large modern CNC drilling and milling machines. Our engineering department designs custom made from our supply programme.SERVICES Consultancy and engineering Bemo Rail can advise you on all sorts of crane-rail constructions for industry. As a result there are no more joints and the rail will not shift anymore. With our automatic saw we can saw these products or other pieces of steel efficiently into high-quality finished products. shipyards. the steel branch. project developers and constructors. bulk-transfer companies. Use is made of precision measuring instruments. Besides good equipment we employ enthusiastic skilled workers. foot-drilled rail. VDI 3576. Bemo Rail guarantees accuracy during the measuring. clips and drilled strips at high speed. NEN 2019. Since June 1. we can solve them. 36 | RAIL TECHNOLOGY . which has annoying consequences and must be solved. The certification means that we weld in accordance with certified procedures and with certified technicians.Bemo Rail welds in accordance with the ISO-3834 standard. Maintenance and repair If your crane track shows subsidence. We check your welds by means of NDR. rail breaches or other problems. Checking the admissible tolerances for your crane track is done by means of measuring. Bemo Rail has been certified for the most elaborate level: ISO 3834-2. shifting. Bemo Rail can measure the possibilities for a crane track in various ways. Non-Destructive Research. Besides we can also maintain your rail construction periodically. Rail cutter in operation. This is divided into ultrasonic and magnetic research. The underpinning machine in operation to adjust rail on ballast to the right height and to compress the ballast. A damaged rail can keep your crane out of service. This means quality guarantee for your product. This standard consists of 3 different levels. 2005. The ISO-3834 standard is the standard for quality guarantee and quality control for welding.