1-RBS-Deutsch - 2004-07-02 - RUD

1-RBS-Deutsch - 2004-07-02 - RUD 1-RBS-Deutsch - 2004-07-02 - RUD

User Instructions1. Reference should be made to German Standardsaccording BGR 500 or other country specific statutoryregulations and inspections are to be carried out by competentpersons only.2. Before installing and every use, visually inspect <strong>RUD</strong> liftingpoints, paying particular attention to any evidence of weldcracks, corrosion, wear, deformations, etc.3. The material construction to which the lifting point will beattached should be of adequate strength to withstand forcesduring lifting without deformation. The contact areas must befree from inpurities, oil, colour, etc.The material of the forged welding block is S355J2+N (St52-31.0577+N), B.S. 4360.50 D or AISI 10194. The lifting points must be positioned on the load in such away that movement is avoided during lifting.a.) For single leg lifts, the lifting point should be verticallyabove the centre of gravity of the load.b.) For two leg lifts, the lifting points must be equidistant to/orabove the centre of gravity of the load.c.) For three and four leg lifts, the lifting points should bearranged symmetrically around the centre of gravity in thesame plane.5. Load Symmetry:The working load limits of individual <strong>RUD</strong> lifting points arecalculated using the following formula and are based onsymmetrical loading:W LL=Gn x cos ßW LLGnß= working load limit= load weight (kg)= number of load bearing legs= angle of inclination of the chain to the verticalThe calculation of load bearing legs is as follows:symmetrical asymmetricaltwo leg 2 1three / four leg 3 2(see table 1+ 5)6. All fittings connected to the <strong>RBS</strong> should be free moving.When connecting and disconnecting the lifting means (slingchain) pinches and impacts should be avoided. Damage of thelifting means caused by sharp edges should be avoided aswell.7. The complete design can be annealed stress-free up to


Welding blocksRingGap for escape of waterweld size (per welding block):weldsizelength volume<strong>RBS</strong> 3 t HV 4 + a 3 2 x 130 mm approx. 4,5 cm³<strong>RBS</strong> 5 t HV 5 + a 3 2 x 150 mm approx. 7 cm³<strong>RBS</strong> 8 t HV 6 + a 3 2 x 190 mm approx. 11 cm³<strong>RBS</strong> 15 t HV 8,5 + a 4 2 x 250 mm approx. 26 cm³<strong>RBS</strong> 30 t HV 15 + a 4 2 x 365 mm approx. 88 cm³<strong>RBS</strong> 50 t HV 25 + a 8 2 x 655 mm approx. 450 cm³Table 3distance lugsWelding procedure + Welding filler metals:Europa USA, Canada, ..(DE, GB, FR, ....)structural steelLow alloyed steelpulsed MIG EN 440: G4 Si 1 AWS A 5.18 : ER 70 S-6arc welding z.B. Castolin 45250 z.B. EutecticMAGMIG-Tec Tic A88electric EN ISO 2560-A - E 42 6 B 3 2; AWS A 5.5 : E 8018-Gmanual DC = EN ISO 2560-A - E 38 2 B 12 H10 AWS A 5.5 : E 7016z.B. Castolin 6666 * EN ISO 2560-A - E 42 6 B 3 2;Castolin 6666 N*EN ISO 2560-A - E 38 2 B 12 H10z.B. Eutectic 6666/ 35066 CP *electric EN ISO 2560-A - E 38 0 RR 1 2 AWS A 5.1 : E 6013manual AC ~ EN ISO 2560-A - E 42 0 RR 1 2; EN ISO 2560-A - E 38 0 RR 1 2z.B. Castolin 6600 EN ISO 2560-A - E 42 0 RR 1 2;Castolin 35086z.B. Eutectic Beauty Weld IIno-load voltage 35-48 (max.) VTIG (tungsten EN 1668: W3 Si 1 AWS A 5.18 : ER 70 S-6inert-gas z.B. Castolin 45255W z.B. Eutecticshielded) TIG-Tec-Tic: A 88weldingWelding seam definition:approx 3mm(0.1 - 0.2 inch)shematic diagramm item „Z“Welding position PBRing integrated in theconstruction:xZTable 2* Follow the drying instructions!The specific processing informations of the welding fillers have to be attended.For welding the <strong>RBS</strong> 30 & <strong>RBS</strong> 50 the preheat temperature must be between 120° - 150° C (250° - 300° F).ref-no.Type WLL weight A B C D E F T O Qt kg <strong>RBS</strong> Ring welding block<strong>RBS</strong> 3 3 0,8 62 16 28 48 135 71 65 17 77 7982188 * 51819 57931<strong>RBS</strong> 5 5 1,8 80 20 36 60 164 92 84 23 101 7982189 * 58596 59788<strong>RBS</strong> 8 8 2,8 100 22 46 65 195 100 95 28 106 7983809** 51823 57243180°swivelling<strong>RBS</strong> 15 15 6,6 130 30 57 90 256 134 127 35 147 52190 56287 52189<strong>RBS</strong> 30 30 19 160 42 78 130 375 195 178 47 220 6<strong>02</strong>67 57775 7987160<strong>RBS</strong> 50 50 85 240 70 120 230 620 340 403 65 380 56834 7988472 7987161Table 4 New version V<strong>RBS</strong>= package unit: 10 pcs = package unit: 4 pcs* **


The welding shouldonly be carried outaccording to EN 287 orAWS Standards by anauthorized welder.Welding sequence:1 Welding of the block.The distance lugs assistin achieving the correctair gap for the root ofseam weld (approx.3mm, or 1/8") Lugs mustS *not be removed! Startwelding of root seam andtop run at point „S“ (seedrawing). Before carrying out roof weld (top run), carefullyclean root of seam. Append fillet weld (measurement „a“)acc. Chart 3. The whole welding should be carried out at thesame temperature. Do not interrupt welding. Keep area ofwater outlet open.2 Insert ring in the welding block. Attach second weldingblock as tight as possible to the ring, in order to stillguarantee moveability of same. Only fasten provisionally.3 Examine on 180° tilting ability. Possibly make corrections.4 Weld on second welding block, as described under 1 .• Attention: Do not weld at the red powder coated,heat treated load ring.Method of liftNumber of legs 1 1 2 2 2 2 2 3 and 4 3 and 4 3 and 4Angle of inclination

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