Mit freundlicher Empfehlung / With compliments: mbg d.o.o., Lazec 2, SLO Cerkno tel.: ,

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2 BEMO RAIL BV Debbemeerweg DK WARMENHUIZEN The Netherlands Tel: +31 (0) Fax: +31 (0) CCI Alkmaar:

3 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, rail and crane-track technology. Started as a trading company, Bemo Rail - after much demand from the market - decided to develop and build its own shunting systems in Six years later the production activities were expanded with the assembly of crane tracks. Since that moment until now Bemo Rail has consisted of two departments: Rail Technology and Shunting Technology. In 2006 the company moved to new and larger premises. A modern office, in combination with logistically well-equipped storage and production halls facilitate the development of our products and the execution of our services qualitatively, efficiently and quickly. Mission Statement Bemo Rail is the expert in the field of rail systems and rail-related means of transport for industry, storage and transfer companies. Together we successfully translate the customer s questions into practical solutions. Vision Render durable and customer-specific services by professional and multi-purpose teams. Remain prominent in the market for rail constructions. Remain involved in the initial stage of projects, which results in qualitative, price-conscious and practical solutions. Become market leader for shunting systems, with functionality optimally related to price. Be distinctive in upgrading and modernizing existing locomotives. Using sustainable materials and methods is embraced as a principle by Bemo Rail. More questions after reading the information? You will find the answers on our website and otherwise you can always contact us by telephone: +31 (0) We are ready to help you further! Kind Regards, Team Bemo Rail TABLE OF CONTENTS RAIL TECHNOLOGY SYSTEMS 6 Concrete 6 Crane track on concrete - continuously supported 6 Crane track on concrete - discontinuously supported 7 Steel 7 Crane track on a steel girder 7 Ballast 8 Crane track on concrete sleepers 8 Crane track on wooden sleepers 9 Track on sleepers 9 Special systems 9 PRODUCTS 10 Rails 10 Clips 13 Sole plates 23 Sleepers 24 Elastic pad 26 Fastening material 27 Grouting 29 Buffers 30 Recess filling 31 Specials 31 SERVICES 34 Consultancy and engineering 34 Measuring and inspection 34 Handling 34 Assembly and supervision 35 Welding and grinding 35 Maintenance and repair 36 Information on Shunting Technology you will find on the other side.

4 SYSTEMS Crane track on concrete - discontinuously supported A discontinuously supported crane track is characterized by rail - either or not mounted in a concrete recess - on steel support plates or rail chairs, with a centre-to-centre distance of ca mm. Each support plate is grouted separately. 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. Rail chair Steel Crane track on concrete, continuously supported, Eurogate Terminal in Germany. Crane track on a steel girder Characteristic for a crane track on a steel girder is the rail often being fastened onto profile steel, with adjustable clips and either or not with elastic pad. With such constructions mostly weldable clips are used. These clips can mostly be pre-constructed. 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, either or not mounted in a concrete recess. This rail system is particularly well suited for high dynamic wheel load. If the wheel load is 50% of the maximally admitted wheel load on the rail, the steel sole plate may be left out. Then the rail is anchored on concrete by means of anchor bolts through the rail foot. Characteristic are the holes in the rail foot and the continuous grouting. This system is only applicable to crane rail with a wide foot (type A).

5 Ballast Crane track on concrete sleepers Bemo Rail has its own concrete sleeper for crane-rail constructions with heavy wheel loads. The rail is mounted onto a sleeper with a strong spring clip and an elastic sole plate. The sleeper can be installed very precisely in a gravel bed, on sand-cement stabilization, or in repak. The entire rail construction can, if required, be applied in combination with hardening (asphalt, concrete slabs or paving). It is important that the foundation is solidly compact. Crane track on wooden sleepers Besides the concrete sleepers Bemo Rail uses hardwood sleepers, provided with a support plate and rail-fastening material. These sleepers are installed in the same way as the concrete sleepers. Track on sleepers Like crane tracks, industry track can be built on various types of concrete or wooden sleepers. The track rail on the sleepers can be built like railway, tram or metro. Crane track and track on concrete sleepers, Euromax, Rotterdam. 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. The rail in these transfer constructions does not break and consequently remains intact. Also a crossings field for the heavy industry (e.g. shipyards and windmill production) is specifically designed. Furthermore rail constructions are designed for very sensitive machines and research basins for the maritime sector. The objective is to reach a very high degree of accuracy (+/- 0.1 mm) of the rail, even the railhead of which is machined.

6 PRODUCTS Rails Low web crane rail Rail Mass G Height H Foot B Head K Web W Neutral Admitted Factory Min. section (kg/m) (mm) (mm) (mm) (mm) axis wheel stock tensile e (mm) load (m) strength (Kn) (N/mm 2 ) A /12/ A /12/ A /12/ A /12/ A /12/ A /12/ A / MRS / The admitted wheel load in the rail table is based on the steel grade of the rail, the rail system applied and the normal service factor as defined in the DIN When optimizing these factors the maximum wheel load can be increased by approximately 35%. Steel Tensile Yield Elongation Hardness grade strength strength (%) (HB) Rm min. Re min. (N/mm 2 ) (N/mm 2 ) Va Va Va Cr-Va Cr-Va High web crane rail Rail Mass G Height H Foot B Head K Web W Neutral Admitted Factory Min. section (kg/m) (mm) (mm) (mm) (mm) axis wheel stock tensile e (mm) load (m) strength (Kn) (N/mm 2 ) AS / MRS / MRS 87a PRI 85r / BSC / MRS / lb CR / lb CR / lb CR / lb CR / lb CR / ISCR /15/ ISCR /15/ ISCR /15/ ISCR /15/ ISCR /15/ ISCR /15/ ISCR /15/ QU /15/ QU /15/ QU /15/ QU /15/ The admitted wheel load in the rail table is based on the steel grade of the rail, the rail system applied and the normal service factor as defined in the DIN When optimizing these factors the maximum wheel load can be increased by approximately 35%. Steel Tensile Yield Elongation Hardness grade strenght strength (%) (HB) Rm min. Re min. (N/mm 2 ) (N/mm 2 ) Va Va Va Cr-Va Cr-Va

7 Vignola rail Rail Mass G Height H Foot B Head K Web W Neutral Admitted Factory Min. section (kg/m) (mm) (mm) (mm) (mm) axis wheel stock tensile e (mm) load (m) strength (Kn) (N/mm 2 ) Clips STANDARD RAIL CLIP FM16 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL S /6 540 S /8/10/ S /8/10/ S /8/10/ S /8/10/ S /8/10/ E1 S / E1 S / E1 S41 r = 10mm / E1 S41 r = 14mm / E1 S /15/ E3 S /15/ E3 NP / E2 EB 50T / EB / E1 UIC /15/ E1 UIC /15/ UIC54A /15/ UIC60A /15/ ASCE /15/ ASCE / The admitted wheel load in the rail table is based on the steel grade of the rail, the rail system applied and the normal service factor as defined in the DIN When optimizing these factors the maximum wheel load can be increased by approximately 35%. Steel Tensile Yield Elongation Hardness grade strength strength (%) (HB) Rm min. Re min. (N/mm 2 ) (N/mm 2 ) Va Va Va Cr-Va Cr-Va Distance between stud bolts M16 P Rail base + 29 mm Minimum assembly width clips W Rail base + 72 mm F C A 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL mm mm mm A FM16 H18 FM16 H24 A FM16 H18 FM16 H24 A FM16 H18 FM16 H24 30E1 (S30) FM16 H18 FM16 H24 33E1 (S33) FM16 H18 FM16 H24 40E1 (S41- R14) FM16 H18 FM16 H24 41E1 (S41- R10) FM16 H18 FM16 H24 ASCE FM16 H18 FM16 H24 ASCE FM16 H18 FM16 H24 Specification Grade 5.8 stud bolts Grade 8.8 stud bolts Maximum side load 23 kn 38 kn Tightening torque 125 Nm 200 Nm

8 STANDARD RAIL CLIP FM20 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL STANDARD RAIL CLIP FM24 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL Distance between stud bolts M20 P Rail base + 36 mm Minimum assembly width clips W Rail base + 90 mm F C A 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL mm mm mm A FM20 H22 FM20 H28 A FM20 H22 FM20 H28 A FM20 H25 FM20 H31 A FM20 H25 FM20 H31 A FM20 H25 FM20 H31 AS FM20 H31 FM20 H37 PRI85r FM20 H31 FM20 H37 MRS FM20 H28 FM20 H34 MRS FM20 H25 FM20 H31 MRS FM20 H31 FM20 H37 MRS87A FM20 H31 FM20 H37 BSC FM20 H31 FM20 H37 ISCR FM20 H25 FM20 H31 ISCR FM20 H25 FM20 H31 ISCR FM20 H25 FM20 H31 ISCR FM20 H28 FM20 H34 QU FM20 H25 FM20 H31 QU FM20 H25 FM20 H31 QU FM20 H25 FM20 H31 QU FM20 H28 FM20 H34 30E1 (S30) FM20 H22 FM20 H28 33E1 (S33) FM20 H22 FM20 H28 40E1 (S41-R14) FM20 H22 FM20 H28 41E1 (S41-R10) FM20 H22 FM20 H28 49E1 (S49) FM20 H25 FM20 H31 54E1 (S54) FM20 H25 FM20 H31 46E3 (NP46) FM20 H25 FM20 H31 50E2 (EB50T) FM20 H25 FM20 H31 EB FM20 H28 FM20 H34 54E1 (UIC54) FM20 H25 FM20 H31 60E1 (UIC60) FM20 H25 FM20 H31 ASCE FM20 H22 FM20 H28 Specification Grade 5.8 stud bolts Grade 8.8 stud bolts Maximum side load 46 kn 75 kn Tightening torque 240 Nm 390 Nm Distance between stud bolts M24 P Rail base + 34 mm Minimum assembly width clips W Rail base mm F C A 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL mm mm mm A FM24 H31 FM24 H37 A FM24 H34 FM24 H40 AS FM24 H34 FM24 H40 PRI85r FM24 H34 FM24 H40 MRS87A FM24 H34 FM24 H40 MRS FM24 H40 FM24 H46 BSC FM24 H34 FM24 H40 ISCR FM24 H31 FM24 H37 ISCR FM24 H34 FM24 H40 ISCR FM24 H40 FM24 H46 QU FM24 H31 FM24 H37 QU FM24 H34 FM24 H40 Specification Grade 5.8 stud bolts Grade 8.8 stud bolts Maximum side load 77 kn 125 kn Tightening torque 370 Nm 600 Nm

9 ADJUSTABLE RAIL CLIP AM16 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL ADJUSTABLE RAIL CLIP AM20 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL Distance between stud bolts M20 P Rail base + 40 mm Minimum assembly width clips W Rail base mm F C A 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL mm mm mm A AM20 H13 AM20 H19 A AM20 H13 AM20 H19 A AM20 H16 AM20 H22 A AM20 H16 AM20 H22 A AM20 H16 AM20 H22 Distance between stud bolts M16 P Rail base + 32 mm Minimum assembly width clips W Rail base + 96 mm F C A 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL mm mm mm A AM16 H15 AM16 H21 A AM16 H15 AM16 H21 A AM16 H15 AM16 H21 30E1 (S30) AM16 H15 AM16 H21 33E1 (S33) AM16 H15 AM16 H21 40E1 (S41- R14) AM16 H15 AM16 H21 41E1 (S41- R10) AM16 H15 AM16 H21 ASCE AM16 H15 AM16 H21 ASCE AM16 H15 AM16 H21 Specification Grade 5.8 stud bolts Grade 8.8 stud bolts Maximum side load 23 kn 38 kn Tightening torque 125 Nm 200 Nm AS AM20 H22 AM20 H28 PRI85r AM20 H22 AM20 H28 MRS AM20 H19 AM20 H25 MRS AM20 H16 AM20 H22 MRS AM20 H22 AM20 H28 MRS87A AM20 H22 AM20 H28 BSC AM20 H22 AM20 H28 ISCR AM20 H16 AM20 H22 ISCR AM20 H16 AM20 H22 ISCR AM20 H16 AM20 H22 ISCR AM20 H19 AM20 H25 QU AM20 H16 AM20 H22 QU AM20 H16 AM20 H22 QU AM20 H16 AM20 H22 QU AM20 H19 AM20 H25 30E1 (S30) AM20 H13 AM20 H19 33E1 (S33) AM20 H13 AM20 H19 40E1 (S41-R14) AM20 H13 AM20 H19 41E1 (S41-R10) AM20 H13 AM20 H19 49E1 (S49) AM20 H16 AM20 H22 54E1 (S54) AM20 H16 AM20 H22 46E3 (NP46) AM20 H16 AM20 H22 50E2 (EB50T) AM20 H16 AM20 H22 EB AM20 H19 AM20 H25 54E1 (UIC54) AM20 H16 AM20 H22 60E1 (UIC60) AM20 H16 AM20 H22 ASCE AM20 H13 AM20 H19 Specification Grade 5.8 stud bolts Grade 8.8 stud bolts Maximum side load 46 kn 75 kn Tightening torque 240 Nm 390 Nm

10 ADJUSTABLE RAIL CLIP AM24 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL ADJUSTABLE WELDABLE DOUBLE RAIL CLIP WDM16 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL Inside distance between base plates V Rail base + 10 mm Distance between bolts M16 P Rail base + 45 mm Minimum width sole plate W Rail base mm Distance between stud bolts M24 P Rail base + 44 mm Minimum assembly width clips W Rail base mm F C A 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL mm mm mm A AM24 H24 AM24 H30 A AM24 H27 AM24 H33 AS AM24 H27 AM24 H33 PRI85r AM24 H27 AM24 H33 MRS87A AM24 H27 AM24 H33 MRS AM24 H33 AM24 H39 BSC AM24 H27 AM24 H33 ISCR AM24 H24 AM24 H30 ISCR AM24 H27 AM24 H33 ISCR AM24 H33 AM24 H39 QU AM24 H24 AM24 H30 QU AM24 H27 AM24 H33 F C A 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL mm mm mm A WDM16 N20 WDM16 N14 A WDM16 N20 WDM16 N14 A WDM16 N16 WDM16 N10 MRS WDM16 N18 WDM16 N12 MRS WDM16 N28 WDM16 N12 ISCR WDM16 N20 WDM16 N14 ISCR WDM16 N20 WDM16 N14 ISCR WDM16 N18 WDM16 N12 ISCR WDM16 N16 WDM16 N10 QU WDM16 N20 WDM16 N14 QU WDM16 N20 WDM16 N14 QU WDM16 N18 WDM16 N12 QU WDM16 N16 WDM16 N10 49E1 (S49) WDM16 N20 WDM16 N14 54E1 (S54) WDM16 N20 WDM16 N14 46E3 (NP46) WDM16 N20 WDM16 N14 50E2 (EB50T) WDM16 N20 WDM16 N14 EB WDM16 N18 WDM16 N12 54E1 (UIC54) WDM16 N20 WDM16 N14 60E1 (UIC60) WDM16 N20 WDM16 N14 Specification Grade 5.8 stud bolts Grade 8.8 stud bolts Maximum side load 77 kn 125 kn Tightening torque 370 Nm 600 Nm Specification Maximum side load Tightening torque Grade 8.8 Hex. Bolt 170 kn 130 Nm Welding: Inside Fillet welding 3 Other 3 sides Fillet welding 4 Fixing bolts: Hexagon head screws ISO4017 / DIN933 Steel grade 8.8 HDG.

11 ADJUSTABLE WELDABLE RAIL CLIP WM20 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL ADJUSTABLE WELDABLE RAIL CLIP WM24 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL Inside distance between base plates V Rail base + 20 mm Distance between bolts M20 P Rail base + 66 mm Minimum width sole plate W Rail base mm F C A 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL mm mm mm A WM20 N25 WM20 N19 A WM20 N25 WM20 N19 A WM20 N21 WM20 N15 AS WM20 N19 WM20 N13 PRI85r WM20 N19 WM20 N13 MRS WM20 N23 WM20 N17 MRS WM20 N23 WM20 N17 MRS87A WM20 N19 WM20 N13 ISCR WM20 N25 WM20 N19 ISCR WM20 N25 WM20 N19 ISCR WM20 N23 WM20 N17 ISCR WM20 N21 WM20 N15 QU WM20 N25 WM20 N19 QU WM20 N25 WM20 N19 QU WM20 N23 WM20 N17 QU WM20 N21 WM20 N15 49E1 (S49) WM20 N25 WM20 N19 54E1 (S54) WM20 N25 WM20 N19 46E3 (NP46) WM20 N25 WM20 N19 50E2 (EB50T) WM20 N25 WM20 N19 EB WM20 N21 WM20 N15 54E1 (UIC54) WM20 N25 WM20 N19 60E1 (UIC60) WM20 N25 WM20 N19 Inside distance between base plates V Rail base + 20 mm Distance between bolts M24 P Rail base + 69 mm Minimum width sole plate W Rail base mm F C A 1. RAIL WITHOUT PAD 2. PAD MOUNTED RAIL mm mm mm A WM24 N24 WM24 N18 A WM24 N22 WM24 N16 AS WM24 N22 WM24 N16 PRI85r WM24 N22 WM24 N16 MRS87A WM24 N22 WM24 N16 MRS WM24 N16 WM24 N10 BSC WM24 N20 WM24 N14 ISCR WM24 N26 WM24 N20 ISCR WM24 N22 WM24 N16 ISCR WM24 N18 WM24 N12 QU WM24 N26 WM24 N20 QU WM24 N22 WM24 N16 Specification Maximum side load Tightening torque Grade 8.8 Hex. Bolt 125 kn 250 Nm Welding: Inside Fillet welding 3 Other 3 sides Fillet welding 4 Fixing bolts: Hexagon head screws ISO4017 / DIN933 Steel grade 8.8 HDG. Specification Maximum side load Tightening torque Grade 8.8 Hex. Bolt 180 kn 450 Nm Welding: Inside Fillet welding 3 Other 3 sides Fillet welding 5 Fixing bolts: Hexagon head screws ISO4017 / DIN933 Steel grade 8.8 HDG.

12 Track clips Clip type KPO 3 is mainly applied to a ribbed base plate. Tightening torque nominal: 240 Nm. Material: S235JR. Preservation: black / hot dip galvanized. Mass = kg. Sole plates Continuous sole plates Length: Standard 5980 mm. Width: Varying between 150 and 500 mm. Thickness: Varying between 12 and 50 mm. Material: S235JR, S275JR, S355J0. Preservation: Black, coating, hot dip galvanized, duplex system. Clip type KPO 6 is also mainly applied to a ribbed base plate. Tightening torque nominal: 240 Nm. Material: S235JR. Preservation: black / hot dip galvanized. Mass = kg. Spring clips Spring clip type SKL 1 extra strong possesses high permanent clip strength. Diameter material d = 14 mm. Tightening torque nominal: 250 Nm. Material: Spring steel. Preservation: lacquered / dacromet. Mass: 0.7 kg. Spring clip type SKL 3 also possesses high permanent clip strength. Diameter material d = 13 mm. Tightening torque nominal: 200 Nm. Material: Spring steel. Preservation: lacquered / dacromet. Mass: kg. Discontinuous sole plates Length: Varying between 150 and 300 mm. Width: Varying between 150 and 500 mm. Thickness: Varying between 12 and 50 mm. Material: S235JR, S275JR, S355J0. Preservation: Black, coating, hot dip galvanized, duplex system. Bemo Rail supplies the standard sole plates and also its own forged ribbed base plates. Bemo Rail also supplies weldable and adjustable clips, provided with a rubber nose.

13 Sleepers Crane-track sleepers Concrete Characteristics of pre-fabricated concrete crane-track sleepers: Manufactured of high-quality pre-stressed concrete. Suitable for maximum wheel load of 500 kn. Minimum life approx. 40 years. Relatively low installation cost. Simply adjustable after settling. Can be moved or removed easily after use. Track sleepers - Concrete Characteristics of pre-fabricated concrete track sleepers: Manufactured of high-quality pre-stressed concrete C 50/60. Track gauge 1435 mm. Applicable for different rail types and fastenings. Minimum life approx. 40 years. Relatively low installation cost. Simply adjustable after settling. Available new or used. Crane-track sleepers - Wood Characteristics of wooden crane-track sleepers: Mainly manufactured of Azobe hardwood. Suitable for maximum wheel load of 450 kn. Minimum life approx. 20 years. Relatively low installation cost. Simply adjustable after settling. Track sleepers - Wood Characteristics of wooden track sleepers: Mainly manufactured of Azobe hardwood. Other types of wood are possible. Track gauge nominal 1435 mm. Other gauges on request. Applicable to various ribbed (tie) plates. Applicable for different rail types and fastenings. Life ca. 20 years. Relatively low installation cost. Simply adjustable after settling. Available new or used.

14 Elastic pad Elastic pad, manufactured from ethylene vinyl acetate (EVA) copolymer, is mounted between the rail foot and the steel sole plate. Functions The most important functions of elastic pad are: 1. Distribution of the load over a larger surface. 2. Elimination of point load and the fatigue ensuing from it. 3. Absorption of contact inequalities between the rail and the supporting constructions. 4. Reduction of noise and vibration. 5. Reduction of wear of the rail and the sole plate. 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. Moreover one may expect a load reduction for the supporting construction of at least 25% (DIN 4132 and CTICM recommendations). Because of the excellent quality and our favourable experience Bemo Rail uses the following types: : For standard applications : For heavy rail constructions (for greater tensile strength: see rail table on pages 10 and 11). Sizes Length: 12 metres on roll. Width: Any desired width. Thickness: 6 mm. Single plate: In any desired size. Two sides can be provided with rubber noses. Standard thickness: 6 mm. Other thickness possible. Product specifications Unit Test method MFI (@190gr C; 2,16 kg) 3 2 g/10min ISO 1133 Density (@20 gr C) g/cm3 DIN EN iso VA content 14 7 %w/w FTIR Vicat-softening-temperature C ISO 306 Method A Hardness Shore A ISO 868 Hardness Shore D ISO 868 Strength (@50% elongation) 4,3 6 Mpa ISO 527 Tensile strength Mpa ISO 527 Elongation (@break) >750 >700 % ISO 527 Processing recommendation C Bemo Rail also supplies elastic pad with steel inlay type MKVII and MK6. Fastening material Anchor bolts Type Diameter (mm) Length (mm) Quality M16 x 200 M / THV M20 x 250 M / THV M20 x 300 M / THV M24 x 300 M / THV Spring washers Type Definition External Internal Thickness Max. diameter diameter (mm) height (mm) (mm) (mm) Fe 6 Double spring washer Fe 7 Single spring washer T-headed bolts Type Size Weight (Kg / piece) HS 26/65 S M22 x 65/ HS 26/90 S M22 x 90/ HS 32/65 S M22 x 65/ HS 32/90 S M22 x 90/ HS 27/75 S M22 x 80/

15 T-headed bolts Type Size HS 40W 22/80 S M22 x 80/40 HS 40W 22/90 S M22 x 90/40 HS 40W 22/100 S M22 x 100/40 HS 40W 22/110 S M22 x 110/40 HS 40W 22/120 S M22 x 120/40 HS 40W 22/140 S M22 x 140/40 HS 40W 22/160 S M22 x 160/40 Sleeper screws Type Size Weight (Kg / piece) Ss 1/ x Ss 1/ x Ss 1B/ x Ss 1/ x Ss 1/ x Ss 8/ x Ss 8/ x Ss 8/ x Fish plates Type Railtype Length (mm) A (mm) B (mm) C (mm) Weight kg/pair FL 7 S FL 10 S FL 14 S FL 18 S FL 20 S FL 30 S FL 33 S FL 41/49 S 41 / S FL 14a S 49 / S FL 54E1 54E1 UIC FL 46E3 46E3 NP Grouting Bemo Rail supplies high-quality non-shrinkable cement-based grouting mortars. This is applied for the grouting of rail constructions. With the grain structures of 0-1, 0-4 and 0-8 heights of 10 to 150 mm can be grouted. The material can be handled in moist circumstances and can also be pumped easily. The compressive strength of the mortars mentioned is 90 N/mm 2, which is reached after a hardening period of 28 days. Depending on the temperature the material can be loaded already after 24 to 48 hours. Bemo Rail also supplies high-quality high-flow epoxy grout, which can be used for grouting rail constructions and for gluing-in anchor bolts. The material is suitable for grouting heights between 20 and 80 mm and handling has to take place in dry circumstances. The compressive strength of 90 N/mm 2 is reached after 28 days. With a hardening temperature of 10 C the material can be loaded after approx. 18 hours. With 20 C loading can take place already after approx.10 hours. For gluing-in anchor bolts Bemo Rail supplies non-shrinkable cement-based mortar with a grain structure of mm. Also this material can be handled in moist circumstances. The compressive strength of 70 N/mm 2 is reached after 28 days. Depending on the temperature the material can be loaded already after 24 hours.

16 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. 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. Traditionally the spaces in the recess can be filled up with lean concrete or mastic asphalt. However, neither system functions optimally under all circumstances. Bemo Rail has developed material on the basis of rubber liquid-mortar. This rubber liquid-mortar is elastic, non-shrinkable and remains compressible. It consists of rubber granulates and a two-component liquid mass, on the basis of reactive polymers. The upper 25 mm of the rubber liquid can be applied in a different ratio, so that a denser, watertight structure is developed that also adheres very well to steel and concrete. Buffers For safety reasons it is recommended to assemble buffers at the end of the crane track. Bemo Rail has much experience in calculating, designing, manufacturing and assembling buffers. Calculations are made in conformity with DIN All buffers are made to measure. Types: 1. Rail buffer. Buffers are clamped to the rails by special clips. 2. Concrete buffer. Buffers are mounted on the concrete construction with anchor bolts. Energy absorbers: To eliminate the crane s energy there are three methods: A. Rubber buffer, or Cellular-plastic buffer. B. Hydraulic cylinder. C. None. With sufficient energy absorbers on 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. P = Pushing power in kn. If P is not known, we calculate it on the basis of mass and speed of the crane. M = mass of the crane. V = maximum speed. Besides buffers for crane tracks, Bemo Rail can also supply buffer frames for railway tracks. Specials For the solution of diverse deviating logistic transportation problems, Bemo Rail designs, manufactures and supplies the following special components: Crossings For crossings of rails, e.g. traverse platforms on shipyards, Bemo Rails produces special constructions. Versions: Construction steel. Cast steel.

17 Crossings field on shipyard Stralsund, Germany. Hinging level crossings Bemo Rail designs, manufactures and supplies hinging level crossings. These crossings can be found e.g. with transitions from a platform to a ship lift on shipyards. Crane-rail switch A switch piece to move the crane on a different track, is called a crane rail switch. Hinging level crossings on shipyard Stralsund, Germany. Bridge pieces A bridge piece is a movable rail crossing. Curved rails Curved rails are bent rails. E.g. a crane track with a bend in it, or rail on silos. 10-metre high work of art Heartbeat The Netherlands.

18 SERVICES Consultancy and engineering Bemo Rail can advise you on all sorts of crane-rail constructions for industry, production companies and storage and transfer companies. Our engineering department designs custom made from our supply programme, in accordance with international standards, like ISO, ASTM and DIN. Assembly and supervision Besides supplying complete rail constructions, Bemo Rail assembles these constructions all over the world. All our machines have especially been developed for the assembly of crane tracks. Besides good equipment we employ enthusiastic skilled workers, who deliver a project in accordance with the accepted international standards, like FEM 9831, VDI 3576, SEB , NEN Moreover we have a team of experienced managers, who can supervise local skilled workers. Measuring and inspection Our team of surveyors carries out measuring of existing situations in any field related to crane rail constructions. We carry out measurements for customers from diverse sectors like the concrete industry, the steel branch, shipyards, bulk-transfer companies, containertransfer companies, project developers and constructors. Bemo Rail guarantees accuracy during the measuring. All measurements are elaborated in detailed and reliable reports together with an elaborate advice. Use is made of precision measuring instruments, like total stations and accurate level-measuring instruments. Handling Grinding machine in operation. Bemo Rail uses large modern CNC drilling and milling machines. Besides we have heavy sawing machines, among which an automatic one. With our adequate equipment we are capable of handling our products, like sole plates, foot-drilled rail, clips and drilled strips at high speed. With our automatic saw we can saw these products or other pieces of steel efficiently into high-quality finished products. Furthermore we also have a framing machine, a cutting machine and a milling machine. For these machines we can also make a quotation for non-rail-related products. Welding and grinding Bemo Rail is specialized in rail welding. Nowadays virtually all rail is welded. As a result there are no more joints and the rail will not shift anymore. Also wear and consequently rail and wheel repair will decrease. Rail can be welded in 3 ways: Puddle arc welding. Thermite welding. Electric flash butt welding. Hydraulic precision power wrench Thermite welding

19 Bemo Rail welds in accordance with the ISO-3834 standard. The ISO-3834 standard is the standard for quality guarantee and quality control for welding. This standard consists of 3 different levels. Since June 1, 2005, Bemo Rail has been certified for the most elaborate level: ISO The certification means that we weld in accordance with certified procedures and with certified technicians. This means quality guarantee for your product. Bemo Rail can measure the possibilities for a crane track in various ways. Checking the admissible tolerances for your crane track is done by means of measuring. We check your welds by means of NDR; Non-Destructive Research. This is divided into ultrasonic and magnetic research. Rail cutter in operation. Maintenance and repair If your crane track shows subsidence, shifting, rail breaches or other problems, we can solve them. A damaged rail can keep your crane out of service, which has annoying consequences and must be solved. Besides we can also maintain your rail construction periodically. The underpinning machine in operation to adjust rail on ballast to the right height and to compress the ballast.