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super4-5-6 frames
SUPER4-5-6 EDITION 02 12 July 1999 REVISION 01 06 August 1999 viale dell' industria 2 - 38068 rovereto (trento) - telefono: + +39 0464 303030 - fax: ++39 0464 303031 e-mail: [email protected] - internet: www.metalsistem.com Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 INDEX CALCULATION ASSUMPTIONS ........................................................................ 4 SUPER4-5-6 FRAMES........................................................................................ 7 SUPER 4-5-6 FRAME ......................................................................................................7 ROW SPACER TIES FOR TS STRUCTURES....................................................................11 TS WALL TIE .................................................................................................................11 FRAME AND UPRIGHT PROTECTION ............................................................................12 ASSEMBLY OF SUPER4-5-6 FRAME .............................................................................13 HORIZONTAL, SHORT DIAGONAL AND LONG DIAGONAL SPACER BARS FOR SUPER 4-5-6 FRAMES .................................................................14 ASSEMBLY OF SUPER4-5-6 INTERLOCKING FRAMES..................................................15 SUPER4-5-6 INTERLOCKING FRAMES ..........................................................................16 SUPER 4-5-6 UPRIGHTS.................................................................................. 17 SUPER4-5-6 BEAMS ....................................................................................... 19 LOAD BEARING CAPACITY OF SUPER4-5-6 BEAM COUPLES........................ 20 CODES FOR SUPER4-5-6 BEAMS WITH MOULDED CONNECTORS - SERIES 70 ..................................................................................................................21 CODES FOR SUPER4-5-6 BEAMS WITH RIVETED CONNECTORS - SERIES 140 ................................................................................................................22 CODES FOR SUPER4-5-6 BEAMS WITH WELDED CONNECTORS - SERIES 106 AND 172.................................................................................................23 NOTE ON THE PAINTING PROCEDURE.........................................................................23 TS BEAM SECURITY CLIPS ...........................................................................................24 BRACING......................................................................................................... 25 VERTICAL BRACING FOR SINGLE ENTRY RACKING......................................................25 VERTICAL BRACING FOR DOUBLE ENTRY RACKING ....................................................26 HORIZONTAL BRACING .................................................................................. 27 HORIZONTAL BRACING ................................................................................................27 DRIVE-IN ......................................................................................................... 28 DRIVE-IN STUB ARMS.................................................................................... 29 numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 2 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 DRIVE-IN GUIDE RAIL ..................................................................................... 29 LOAD BEARING CAPACITY OF DRIVE-IN GUIDE RAIL.................................... 31 numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 3 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 SAFETY STANDARDS AND CALCULATION ASSUMPTIONS The correct use of a product, distinguishes both the Customer and the manufacturer. METALSISTEM recommends that Customers make use of their product in strict conformity with the design characteristics given and standards of best practice. The design and assembly of the racking systems must be carried out by qualified personnel. METALSISTEM is not responsible for any improper or inappropriate use of its product. a) Floor slab loading Prior to installation of the product, check that the floor slab is of adequate load bearing capacity. b) Site installation The site installation of racking systems must be carried out by expert personnel following the assembly criteria and specifications tabled in the technical catalogues. Site personnel must ensure that all frame bolts have been tightened and all safety elements have been installed. Fig. 1 Rack alignment c) Rack alignment While assembling the rack installation, the verticality of the frames must be checked for both the ‘X’ and ‘Z’ directions. Unless more restrictive tolerances have been specified, the deviation off both the X and Z planes must not exceed ±10mm or 1/350 of the height (ie Max Deviation = H/350), whichever is greater.(figure 1). For more detailed information on verticality tolerances refer to Operating Instructions “Assembly of Super 4-5-6 Racks Code:ISQ01_04/C_011. d) Load bearing capacity plate Load bearing capacity plates must be fastened in a clearly visible position nominating the model type, year of assembly, load bearing capacity of the frames, load bearing capacity per pair of beams or per shelf (expressed as a uniformly distributed load), the load unit applied, the height of the first level from ground and the number of levels. (figure 2). Fig. 2 Load bearing capacity plates 400 x 300 code 67011 Load bearing capacity plates 300 x 240 code 67012 e) Rack safety standard Rack frames must be fastened to the floor slab with at least two anchor bolts for every upright. In cases where the height of the frame is: - more than 5 times its depth, for single entry racking; - or, more than 10 times its depth, for double entry racking; that structure must be fastened via the installation of top ties. The racking structure must also be supplied complete with column and/or frame protectors. f) Reference Standards The theoretical calculation is based on the following reference standards - C.N.R. 10011/88 - C.N.R. 10022/84 Reference standards for the materials are: - EN 10142 numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 4 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 - EN 10147 - EN 10204 g) Software references The theoretical calculations of finished elements were elaborated with the SICS program. Guide lines followed as the basis for the calculations are those of the organisation CISI (Costruttori Italiani Scaffalature Industriali). Plastic Lable with cardboard insert and P.V.C. cover (Code 67018) Fig. 3 h) Frame load bearing capacity The Super4-5-6 load bearing capacity graph (Graph 1) shows the load bearing capacity of frames used for pallet racking installations. These are expressed as a function of the height, from ground, of the first pair of beams. The following underlying assumptions apply when interpreting the graph. The racking has: a minimum of 4 consecutive bays of equal length; a minimum of 3 beam levels; a constant height between levels; an equal and uniformly distributed load has been applied to all levels. frames must be fastened to the floor slab with at least two anchor bolts for every upright. Given that the load bearing capacity of the rack may depend on other elements such as, the number of levels, the proportion between height and depth, installation in seismic areas etc., contact the METALSISTEM Technical Department for consultation should there be doubts about any aspects of the installation. i) Load bearing capacities of beam pairs The load bearing capacities of the beam pairs were calculated with the following assumptions: - loads are uniformly distributed; - admissible tensile stress of the material; - deflection 1/200. It is mandatory to place beam retaining security clips on either side of all beams. l) Bracing The bracing system is composed of cross brace elements placed on both vertical and horizontal planes and from the beams present in the bracing bay. In the condition when there are less than 3 loading levels per bay or less than 4 consecutive bays, bracing is applied to rack installations in order to stabilise the structure. At least 1 braced bay must be placed for every 8 consecutive bays. Bracing may also be used to limit errors in verticality on both the X and Y planes. m) Custom built applications The METALSISTEM Technical department is at the disposal of its customers for any specific calculations or custom built applications. METALSISTEM reserves the right to modify the technical characteristics of its products at any time as it sees fit. Technical data, dimensions and characteristics given in this document are indicative only. numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 5 data edizione 12.07.1999 Refer to point (h) of “Safety Standards and Calculation Assumptions”. numero edizione 02 NOTE: In those cases where the frame uprights are not equally loaded, the Load Bearing Capacity shall be given by the upright with the highest applied load multiplied by two. The Super 456 Load Bearing Capacities represented in graph 1 have been calculated assuming both frame uprights are loaded equally. The Super4,5,6 load bearing capacity graph shows the maximum bearing capacity per frame expressed as a function of the height of the first loading level from ground. Graph 1 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000 15000 0 numero revisione 01 Maximum Load Bearing Capacty per frame (Kg) data revisione 06.08.1999 500 SUPER 4 SUPER 5 SUPER 6 1500 2000 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Ground to first level distance (mm) 1000 2500 Page 6 Graph 1 3000 SUPER4-5-6 FRAME LOAD BEARING CAPACITY GRAPH SUPER4-5-6 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 SUPER4-5-6 FRAMES SUPER 4-5-6 FRAME Table 1 SUPER4-5-6 FRAME HEIGHT S4-5-6 FRAME Refer to Figure 20 and accompanying Table 6 ‘Assembly 4-5-6 frames table of components ’ for correct frame assembly indications. Fig. 4 ATTENTION For detailed information regarding the assembly of the Super 4-5-6 bolted frames refer to the Operating Instructions ‘Assembly of Super 456 Frames’ contained in METALSISTEM INFORMA Newsletter 239. numero edizione 02 data edizione 12.07.1999 SUPER 4 Code SUPER 5 Code SUPER 6 Code (mm) NOMINAL DEPTH (mm) 1979 2475 2970 3499 3995 4491 4986 5482 5978 6473 6969 7498 7994 8489 8985 9481 9976 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 600 MP106X20 MP106X25 MP106X30 MP106X35 MP106X40 MP106X45 MP106X50 MP106X55 MP106X60 MP106X65 MP106X70 - MP206X20 MP206X25 MP206X30 MP206X35 MP206X40 MP206X45 MP206X50 MP206X55 MP206X60 MP206X65 MP206X70 MP206X75 MP206X80 MP206X85 MP206X90 MP206X95 MP206XA0 MP306X20 MP306X25 MP306X30 MP306X35 MP306X40 MP306X45 MP306X50 MP306X55 MP306X60 MP306X65 MP306X70 MP306X75 MP306X80 MP306X85 MP306X90 MP306X95 MP306XA0 1979 2475 2970 3499 3995 4491 4986 5482 5978 6473 6969 7498 7994 8489 8985 9481 9976 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 700 MP107X20 MP107X25 MP107X30 MP107X35 MP107X40 MP107X45 MP107X50 MP107X55 MP107X60 MP107X65 MP107X70 - MP207X20 MP207X25 MP207X30 MP207X35 MP207X40 MP207X45 MP207X50 MP207X55 MP207X60 MP207X65 MP207X70 MP207X75 MP207X80 MP207X85 MP207X90 MP207X95 MP207XA0 MP307X20 MP307X25 MP307X30 MP307X35 MP307X40 MP307X45 MP307X50 MP307X55 MP307X60 MP307X65 MP307X70 MP307X75 MP307X80 MP307X85 MP307X90 MP307X95 MP307XA0 1979 2475 2970 3499 800 800 800 800 MP108X20 MP108X25 MP108X30 MP108X35 MP208X20 MP208X25 MP208X30 MP208X35 MP308X20 MP308X25 MP308X30 MP308X35 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 7 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 NOTES ABOUT THE UPRIGHT SUPER4-5-6 FRAME HEIGHT SEAMING Fig. 5 SEAMING The union between the uprights and the frame bracing components is created via the frame bracket coupling Frame Bracket coupling Code 08004 M8 x 70 Bolt with nut Code 08011 Fig. 6 ATTENTION • • The upright face with the seaming must always be oriented towards the centre of the frame. (Fig. 5 - 6) The upright has a vertical orientation which must be adhered to. In other words, the wider portion of the joint buttons are positioned towards the base of the upright (Fig. 7) numero edizione 02 data edizione 12.07.1999 SUPER 4 Code SUPER 5 Code SUPER 6 Code (mm) 3995 4491 4986 5482 5978 6473 6969 7498 7994 8489 8985 9481 9976 NOMINAL DEPTH (mm) 800 800 800 800 800 800 800 800 800 800 800 800 800 MP108X40 MP108X45 MP108X50 MP108X55 MP108X60 MP108X65 MP108X70 - MP208X40 MP208X45 MP208X50 MP208X55 MP208X60 MP208X65 MP208X70 MP208X75 MP208X80 MP208X85 MP208X90 MP208X95 MP208XA0 MP308X40 MP308X45 MP308X50 MP308X55 MP308X60 MP308X65 MP308X70 MP308X75 MP308X80 MP308X85 MP308X90 MP308X95 MP308XA0 1979 2475 2970 3499 3995 4491 4986 5482 5978 6473 6969 7498 7994 8489 8985 9481 9976 900 900 900 900 900 900 900 900 900 900 900 900 900 900 900 900 900 MP109X20 MP109X25 MP109X30 MP109X35 MP109X40 MP109X45 MP109X50 MP109X55 MP109X60 MP109X65 MP109X70 - MP209X20 MP209X25 MP209X30 MP209X35 MP209X40 MP209X45 MP209X50 MP209X55 MP209X60 MP209X65 MP209X70 MP209X75 MP209X80 MP209X85 MP209X90 MP209X95 MP209XA0 MP309X20 MP309X25 MP309X30 MP309X35 MP309X40 MP309X45 MP309X50 MP309X55 MP309X60 MP309X65 MP309X70 MP309X75 MP309X80 MP309X85 MP309X90 MP309X95 MP309XA0 1979 2475 2970 3499 3995 4491 4986 5482 5978 6473 6969 7498 7994 8489 8985 9481 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 MP110X20 MP110X25 MP110X30 MP110X35 MP110X40 MP110X45 MP110X50 MP110X55 MP110X60 MP110X65 MP110X70 - MP210X20 MP210X25 MP210X30 MP210X35 MP210X40 MP210X45 MP210X50 MP210X55 MP210X60 MP210X65 MP210X70 MP210X75 MP210X80 MP210X85 MP210X90 MP210X95 MP310X20 MP310X25 MP310X30 MP310X35 MP310X40 MP310X45 MP310X50 MP310X55 MP310X60 MP310X65 MP310X70 MP310X75 MP310X80 MP310X85 MP310X90 MP310X95 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 8 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 SUPER4-5-6 FRAME HEIGHT Towards base plate Fig. 7 PVC top cap for Super4-5-6 upright Cod. 08021 Fig. 8 10X80 Anchor bolt Cod. 08006 Fig. 9 TS metal base plate complete Cod. 08000 TS metal base plate shims 12/10 20/10 Cod. 08057 Cod. 08022 SUPER 4 Code SUPER 5 Code SUPER 6 Code (mm) 9976 NOMINAL DEPTH (mm) 1000 - MP210XA0 MP310XA0 1979 2475 2970 3499 3995 4491 4986 5482 5978 6473 6969 7498 7994 8489 8985 9481 9976 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 1100 MP111X20 MP111X25 MP111X30 MP111X35 MP111X40 MP111X45 MP111X50 MP111X55 MP111X60 MP111X65 MP111X70 - MP211X20 MP211X25 MP211X30 MP211X35 MP211X40 MP211X45 MP211X50 MP211X55 MP211X60 MP211X65 MP211X70 MP211X75 MP211X80 MP211X85 MP211X90 MP211X95 MP211XA0 MP31X20 MP311X25 MP311X30 MP311X35 MP311X40 MP311X45 MP311X50 MP311X55 MP311X60 MP311X65 MP311X70 MP311X75 MP311X80 MP311X85 MP311X90 MP311X95 MP311XA0 1979 2475 2970 3499 3995 4491 4986 5482 5978 6473 6969 7498 7994 8489 8985 9481 9976 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 MP112X20 MP112X25 MP112X30 MP112X35 MP112X40 MP112X45 MP112X50 MP112X55 MP112X60 MP112X65 MP112X70 - MP212X20 MP212X25 MP212X30 MP212X35 MP212X40 MP212X45 MP212X50 MP212X55 MP212X60 MP212X65 MP212X70 MP212X75 MP212X80 MP212X85 MP212X90 MP212X95 MP212XA0 MP312X20 MP312X25 MP312X30 MP312X35 MP312X40 MP312X45 MP312X50 MP312X55 MP312X60 MP312X65 MP312X70 MP312X75 MP312X80 MP312X85 MP312X90 MP312X95 MP312XA0 1979 2475 2970 3499 3995 4491 4986 5482 5978 1300 1300 1300 1300 1300 1300 1300 1300 1300 MP113X20 MP113X25 MP113X30 MP113X35 MP113X40 MP113X45 MP113X50 MP113X55 MP113X60 MP213X20 MP213X25 MP213X30 MP213X35 MP213X40 MP213X45 MP213X50 MP213X55 MP213X60 MP313X20 MP313X25 MP313X30 MP313X35 MP313X40 MP313X45 MP313X50 MP313X55 MP313X60 Fig. 10 numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 9 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 SUPER4-5-6 FRAME HEIGHT SUPER 4 Code SUPER 5 Code SUPER 6 Code (mm) 6473 6969 7498 7994 8489 8985 9481 9976 NOMINAL DEPTH (mm) 1300 1300 1300 1300 1300 1300 1300 1300 MP113X65 MP113X70 - MP213X65 MP213X70 MP213X75 MP213X80 MP213X85 MP213X90 MP213X95 MP213XA0 MP313X65 MP313X70 MP313X75 MP313X80 MP313X85 MP313X90 MP313X95 MP313XA0 1979 2475 2970 3499 3995 4491 4986 5482 5978 6473 6969 7498 7994 8489 8985 9481 9976 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 1400 MP114X20 MP114X25 MP114X30 MP114X35 MP114X40 MP114X45 MP114X50 MP114X55 MP114X60 MP114X65 MP114X70 - MP214X20 MP214X25 MP214X30 MP214X35 MP214X40 MP214X45 MP214X50 MP214X55 MP214X60 MP214X65 MP214X70 MP214X75 MP214X80 MP214X85 MP214X90 MP214X95 MP214XA0 MP314X20 MP314X25 MP314X30 MP314X35 MP314X40 MP314X45 MP314X50 MP314X55 MP314X60 MP314X65 MP314X70 MP314X75 MP314X80 MP314X85 MP314X90 MP314X95 MP314XA0 1979 2475 2970 3499 3995 4491 4986 5482 5978 6473 6969 7498 7994 8489 8985 9481 9976 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 1500 MP115X20 MP115X25 MP115X30 MP115X35 MP115X40 MP115X45 MP115X50 MP115X55 MP115X60 MP115X65 MP115X70 - MP215X20 MP215X25 MP215X30 MP215X35 MP215X40 MP215X45 MP215X50 MP215X55 MP215X60 MP215X65 MP215X70 MP215X75 MP215X80 MP215X85 MP215X90 MP215X95 MP215XA0 MP315X20 MP315X25 MP315X30 MP315X35 MP315X40 MP315X45 MP315X50 MP315X55 MP315X60 MP315X65 MP315X70 MP315X75 MP315X80 MP315X85 MP315X90 MP315X95 MP315XA0 Fig. 11 ORIENTATION OF THE TS METAL BASE PLATE In order to improve structural stability and to simplify its assembly, the TS base plate must be fixed to the upright so that its longer face is parallel to the direction of the beams. (Figure 11) The orientation of the TS base plate may run along the axis of the frame only when the UPN 140 Load Distribution Profile is applied or when a column protector is utilised. UPN 140 Load Distribution Profile for TS Structures Cod. 08046 Fig. 12 numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 10 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 ROW SPACER TIES FOR TS STRUCTURES Row spacer ties for TS structures are used as connectors between the frames of double entry racking. Row spacer ties must always be used in pairs, they are placed on either side of the upright and locked into position via the security clips which are an integral part of the component. The security clip, located under the upper button inserts of the row spacer, is positioned by pressing it flat against the upright. CODES FOR ROW SPACER TIES FOR TS STRUCTURES Row spacer tie for TS structures (for dimensions over 250mm) NET SPAN CODE 250 300 350 400 450 500 550 600 SPECIAL 08336 08338 08340 08342 08344 08346 08348 08350 09322 Fig. 13 Table 2 NOTE : When ordering with the ‘Special’ code, both for row spacers and wall ties, nominate the net span between the uprights (Figure 14) Row spacer ties are not available for net spans under 250mm. In these cases steel plates with five connectors holes must be used in the standard dimensions listed in table 3. Fig. 14 Steel Plates with five connection holes on each side (for dimensions less than 250mm) Fig. 15 CODE DESCRIPTION NET SPAN BETWEEN UPRIGHTS (mm) 08918 08919 08920 08917 08921 08922 64mm centre distance between connection buttons 80mm centre distance between connection buttons 110mm centre distance between connection buttons 150mm centre distance between connection buttons 190mm centre distance between connection buttons 264mm centre distance between connection buttons 14 30 60 100 140 214 Table 3 TS WALL TIE The TS structure may be fixed to a wall using the “Universal Fasteners” (code 08380 and 08382). The details of this product can be found in the Technical Catalogue “Pallet Racking Accessories” The TS upright can be fastened hard up against the wall via the application of the TS Wall Fastening Plate. (Table 4). DESCRIPTION TS WALL FASTENING PLATE TS WALL FASTENING PLATE CODE CODE 08924 Table 4 TS Wall Fastening Plate Fig. 16 numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 11 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 FRAME AND UPRIGHT PROTECTION Protection for frames and uprights are available for TS structures. Upright protection is shown in Figure 16 TS COLUMN PROTECTOR CODE 08014 Fig. 18 Figures 17, 18 e 19 show the three types of frame protection available for TS structures. TS upright wooden impact damper Code 08018 Fig. 17 The wooden impact damper must always be coupled with the application of the TS column protector. Thus providing an effective protection for the structure against accidental impact by manoeuvring lift trucks. It is suggested to insert the wooden impact damper (with column protector) only on the corridor facing upright. DOUBLE FRAME PROTECTOR WITHOUT SUPPORT code 08016 SINGLE FRAME PROTECTOR code 08015 Fig. 19 DOUBLE FRAME PROTECTOR WITH SUPPORT code 08017 Fig. 20 Fig. 21 Both double frame protectors (figures 20 and 21) are used for double entry racking. These are classified into two categories, with and without central support. The double frame protectors with central support are used in cases where the frame depth is greater than 1000mm and the clear span between the frames of a double entry rack is greater than 300mm. The bolts that are used to assemble and to fix the protection to the ground are listed in table 5. BOLTS FOR FRAME AND UPRIGHT PROTECTION CODE 08008 08090 08094 08096 DESCRIPTION BX 12/100 Dia. 18 ANCHOR BOLT M12 x 35 Bolt M12 Self locking nut M12 washer TS COLUMN PROTECTOR SINGLE FRAME PROTECTOR (No.) (No.) 4 8 4 4 4 DOUBLE FRAME PROTECTOR WITHOUT SUPPORT DOUBLE FRAME PROTECTOR WITH SUPPORT (No.) 8 4 4 4 (No.) 10 6 6 6 Table 5 numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 12 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 ASSEMBLY OF SUPER4-5-6 FRAME ASSEMBLY OF SUPER4-5-6 FRAMES TABLE OF COMPONENTS HEIGHT (mm) 600-1500 mm DEPTH HORIZONTAL SPACER BAR SHORT DIAGONAL SPACER BAR LONG DIAGONAL SPACER BAR 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 1 1 2 3 3 4 5 5 6 7 7 8 9 9 10 11 2000 2500 3000 3500 4000 4500 5000 5500 6000 6500 7000 7500 8000 8500 9000 9500 10000 Table 6 Figure 20 shows the location of the TS frame bracing components. The frame must ALWAYS be closed at the top and bottom with a horizontal spacer bar. The dimensions refer to the centre line of the TS bracket coupling locations. The bracing elements are sandwiched between the TS bracket couplings (code 08004) which come as right and left elements. These are assembled in pairs and lock into position via the tightening of a centrally located bolt. (code 08011). Table 6, lists the number of each component that will form a frame. Table 7 gives the overall depth of the frame (measured from the buttons) as well as giving the dimensions of the components that form the frame. TABLE OF DIMENSIONS SUPER 4-5-6 FRAME, OVERALL FRAME DEPTH AND DIMENSIONS OF FRAME COMPONENTS NOMINAL FRAME DEPTH (mm) OVERALL FRAME DEPTH (Ls) (mm) HORIZONTAL SPACER BAR (mm) SHORT DIAGONAL SPACER BAR (mm) LONG DIAGONAL SPACER BAR (mm) CENTER DISTANCE TO BEAM LIPS (Ic) (mm) 600 700 800 900 1000 1100 1200 1300 1400 1500 590 689 788 887 986 1085 1184 1283 1382 1481 423 522 621 720 819 918 1017 1116 1215 1314 565 641 724 810 898 989 1082 1175 1269 1364 855 907 966 1032 1102 1177 1255 1336 1420 1505 544 643 742 841 940 1039 1138 1237 1336 1435 Table 7 numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Fig. 22 Page 13 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 HORIZONTAL, SHORT DIAGONAL AND LONG DIAGONAL SPACER BARS FOR SUPER 4-5-6 FRAMES SUPER4-5-6 HORIZONTAL SPACER BAR FOR SUPER 4-5-6 FRAME NOMINAL FRAME DEPTH (mm) HORIZONTAL SPACER BAR Code SHORT DIAGONAL SPACER BAR Code LONG DIAGONAL SPACER BAR Code 600 700 800 900 100 1100 1200 1300 1400 1500 SPECIAL 04206 04208 04210 04212 04214 04216 04218 04220 04222 04224 04200 04506 04508 04510 04512 04514 04516 04518 04520 04522 04524 04500 04606 04608 04610 04612 04614 04616 04618 04620 04622 04624 04600 LONG AND SHORT DIAGONAL SPACER BAR FOR SUPER 4-5-6 FRAME Table 8 Fig. 23 NOTE: The SPECIAL code is ordered as the actual length of the member. numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 14 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 ASSEMBLY OF SUPER4-5-6 INTERLOCKING FRAMES ATTENTION The diagonal spacer bars function ONLY IF their safety clips have been positioned. Therefore the fastening of all safety clips is MANDATORY. Super 4-5-6 interlocking frames are only available in 400mm, 500mm, and 600mm nominal depths. NOTE: At the base: Double horizontal spacer bars (one internal and one external) At the Top: The frame is closed with one horizontal spacer bar. Fig. 24 ASSEMBLY OF INTERLOCKING FRAME TABELLA COMPONENTI HEIGHT [mm] NOMINAL DEPTH [mm] 400 500 600 H.S.B. D.S.B. H.S.B D.S.B. H.S.B 2000 3 4 3 3 3 D.S.B. 3 2500 3 5 3 4 3 3 3000 3 7 3 5 3 4 3500 3 8 3 6 3 5 4000 3 9 3 7 3 6 4500 3 11 3 8 3 7 5000 3 12 3 9 3 8 5500 3 13 3 10 3 9 6000 3 14 3 11 3 9 6500 3 16 3 12 3 10 7000 3 17 3 14 3 11 SEE ALSO: METALSISTEM NEWS LETTERS NUMBER 245, ANNEXURE B Tabella 9 H.S.B. = HORIZONTAL SPACER BAR D.S.B. = DIAGONAL SPACER BAR numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 15 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 SUPER4-5-6 INTERLOCKING FRAMES CODES FOR SUPER 4-5-6 INTERLOCKING FRAMES HEIGHT (mm) NOMINAL DEPTH SUPER 4 Code SUPER 5 Code SUPER 6 Code 1979 2475 2970 3499 3995 4491 4986 5482 5978 6473 6969 600 600 600 600 600 600 600 600 600 600 600 06100 06102 06104 06106 06108 06110 06112 06114 06116 06118 06120 06600 06602 06604 06606 06608 06610 06612 06614 06616 06618 06620 07000 07002 07004 07006 07008 07010 07012 07014 07016 07018 07020 Table 10 NOTE : The overall depths that correspond to the nominal depths listed in tables 10 ans 11 have been listed in table 7. S4-5-6 INTERLOCKING FRAME For indications on the correct assembly of interlocking frames see figure 22 and Table 9 Fig. 25 CODES FOR SUPER 4-5-6 HORIZONTAL AND DIAGONAL SPACER BARS FOR INTERLOCKING FRAMES SUPER4-5-6 HORIZONTAL SPACER BAR FOR INTERLOCKING FRAMES NOMINAL DEPTH HORIZONTAL SPACER BAR Code DIAGONAL SPACER BAR Code 400 500 600 04080 04090 04100 04380 04390 04400 SUPER4-5-6 DIAGONAL SPACER BAR FOR INTERLOCKING FRAMES Table 11 Fig. 26 numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 16 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 SUPER 4-5-6 UPRIGHTS Table 12 shows the cut lengths that are available for TS 4-5-6 uprights up to 9’976mm. The shaded cells indicate the standard cut lengths. These measurements may also be used to determine the upper face of a beam junction. SUPER4-5-6 TABLE OF CUT LENGTHS [mm] - 1.153 1.186 1.219 1.252 2.276 2.309 2.342 2.375 - 1.285 1.318 1.351 2.408 2.442 293 326 360 3.499 4.524 4.557 4.590 4.623 5.647 5.680 5.713 5.746 6.771 6.804 6.837 6.870 4.656 4.689 4.722 5.779 5.812 5.845 6.903 6.936 2.475 3.532 3.565 3.598 1.384 1.417 1.450 1.483 2.508 2.541 2.574 2.607 3.631 3.664 3.697 3.730 4.755 4.788 4.821 4.854 5.879 5.912 5.945 393 426 459 492 1.516 1.549 1.582 1.615 2.640 2.673 2.706 2.739 3.763 3.797 3.830 3.863 4.887 4.920 4.953 525 558 591 624 1.648 1.681 1.714 1.748 2.772 2.805 2.838 2.871 3.896 3.929 3.962 657 690 723 1.781 1.814 1.847 2.904 2.937 756 1.880 789 822 855 1.913 1.946 888 921 954 987 1.020 1.054 1.087 1.120 numero edizione 02 7.994 9.018 9.051 9.084 9.117 6.969 8.027 8.060 8.093 9.150 9.183 9.216 5.978 7.002 7.035 7.068 7.101 8.126 8.159 8.192 8.225 9.249 9.282 9.316 9.349 7.134 7.167 7.200 7.234 8.258 8.291 8.324 8.357 9.382 9.415 9.448 4.986 6.011 6.044 6.077 6.110 6.143 6.176 6.209 6.242 7.267 7.300 7.333 7.366 8.390 8.423 8.456 3.995 5.019 5.052 5.085 5.118 8.489 9.514 9.547 9.580 9.613 2.970 4.028 4.061 4.094 5.151 5.185 5.218 6.275 6.308 6.341 7.399 7.432 7.465 8.522 8.555 8.588 9.646 9.679 9.712 3.003 4.127 5.251 6.374 7.498 8.622 9.745 4.160 4.193 4.226 5.284 5.317 5.350 6.407 6.440 1.979 3.036 3.069 3.103 6.473 7.531 7.564 7.597 8.655 8.688 8.721 9.778 9.811 9.844 2.012 2.045 2.078 2.111 3.136 3.169 3.202 3.235 4.259 4.292 4.325 4.358 5.383 5.416 5.449 7.630 7.663 7.696 7.729 8.754 8.787 8.820 8.853 9.877 9.910 9.943 5.482 6.506 6.539 6.573 6.606 2.144 2.177 2.210 2.243 3.268 3.301 3.334 3.367 4.391 4.424 4.457 5.515 5.548 5.581 5.614 6.639 6.672 6.705 6.738 7.762 7.795 7.828 7.861 8.886 8.919 8.952 data edizione 12.07.1999 3.400 3.433 3.466 4.491 numero revisione 01 data revisione 06.08.1999 7.894 7.928 7.961 9.481 9.976 8.985 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Table 12 Page 17 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 CODES FOR SUPER 4-5-6 UPRIGHTS SUPER4-5-6 UPRIGHT HEIGHT mm SUPER 4 Code SUPER 5 Code SUPER 6 Code 1979 2475 2970 3499 3995 4491 4986 5482 5978 6473 6969 7498 7994 8489 8985 9481 9976 SPECIAL 01000 01002 01004 01006 01008 01010 01012 01014 01016 01018 01020 09010 01500 01502 01504 01506 01508 01510 01512 01514 01516 01518 01520 01522 01524 01526 01528 01530 01532 09012 01600 01602 01604 01606 01608 01610 01612 01614 01616 01618 01620 01622 01624 01626 01628 01630 01632 09014 NOTE: The SPECIAL code is ordered in the cut lengths of table 12 Super4-5-6 UPRIGHT FRAME SECTION Fig. 27 Table 13 numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 18 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 SUPER4-5-6 BEAMS The beams are closed sections of varying thickness with moulded, riveted or welded connectors present at either extremity. A channel, present in the upper face of the beam provides a lip within which a variety of components such as shelf units, secondary beams, and other applications. The load bearing capacities shown on the tables refer to the loading produced by Europallets in a good and sufficiently ridged state of repair. The loads applied must be stable and suited to the intended application of the racking system. Disposable pallets or pallets of a low quality (not Europallets) can only be used in conjunction with secondary beams and/or shelves. Series /3 beams may only be used for the storage of pallets producing loads no greater than 1000 kg, series /4 beams may only be used for the storage of pallets producing loads no greater than 1200 kg, series /5 beams may only be used for pallets producing loads no greater than 1500 kg and series /6 beams may only be used for pallets producing loads no greater that 2000 kg. Table 14 lists all beams available in the TS series, their minimum and maximum lengths. 1. 2. 3. SUMMARY OF MINIMUM AND MAXIMUM AVAILABLE LENGTHS OF TS BEAMS Beam with welded connector Beam with riveted connector Beam with moulded connector BEAMS Fig. 28 MINIMUM MAXIMUM MOULDED CONNECTOR 920 mm 4020 mm WELDED CONNECTOR 1120 mm 4020 mm RIVETED CONNECTOR 920 mm 4520 mm WELDED CONNECTOR 920 mm 4520 mm 70 / 3 / 4 CORRECT POSITIONING OF THE SUPER4-5-6 BEAMS 106 / 3 / 4 / 5 / 6 140 / 3 / 4 / 5 / 6 172 / 6 Table 14 Fig. 29 The Super 4-5-6 beam MUST ALWAYS be fixed to the upright with its upper shelf insert lip facing the centre of the frame. numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 19 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 LOAD BEARING CAPACITY OF SUPER4-5-6 BEAM COUPLES NOTE: Check, (using table 15), that the beam series is compatible with the maximum pallet load (or, maximum load unit), prior to consulting table 16 for the sizing of the beam. MAXIMUM LOAD PER PALLET Series Series Series Series /3 /4 /5 /6 1 000 kg 1 200 kg 1 500 kg 2 000 kg Table 15 LOAD BEARING CAPACITY PER BEAM COUPLE (Uniformly distributed load - Deflection 1/200) Lc (mm) 70/3 (kg) 70/4 (kg) 106/3 (kg) 106/4 (kg) 106/5 (kg) 106/6 (kg) 140/3 (kg) 140/4 (kg) 140/5 (kg) 140/6 (kg) 172/6 (kg) 900 1000 1200 1500 1800 2000 2100 2200 2400 2500 2700 3000 3300 3500 3600 3900 4000 1600 1600 1600 1600 1435 1158 1047 952 794 729 620 495 - 2000 2000 2000 2000 1799 1452 1314 1195 999 918 781 625 - 3000 3000 3000 3000 3000 2716 2586 2466 2256 2187 1970 1588 1304 1154 1088 918 870 4000 4000 4000 4000 3359 3019 2873 2741 2508 2406 2147 1730 1421 1257 1185 1001 949 6000 6000 6000 4993 4154 3733 3553 3389 3102 2976 2641 2129 1749 1548 1460 1233 1169 6000 6000 6000 5995 4989 4485 4269 4073 3728 3578 3176 2563 2108 1866 1760 1490 1412 3000 3000 3000 3000 3000 3000 3000 3000 3000 3000 2896 2600 2358 2214 2090 1772 1680 4000 4000 4000 4000 4000 4000 4000 3963 3628 3481 3219 2890 2621 2413 2278 1931 1832 6000 6000 6000 6000 6000 5416 5156 4919 4503 4321 3995 3588 3254 2983 2815 2387 2265 6000 6000 6000 6000 6000 6000 6000 5809 5315 5103 4719 4238 3843 3578 3378 2865 2718 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 6000 5712 5183 4880 4741 4366 4254 Lc = Beam length numero edizione 02 data edizione 12.07.1999 numero revisione 01 Table 16 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 20 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 CODES FOR SUPER4-5-6 BEAMS WITH MOULDED CONNECTORS - SERIES 70 HEIGHT OF PROFILE Hp - (mm) HEIGHT OF CONNECTOR Hs - (mm) 70 144 Table 17 The galvanised, moulded connector beams are made from hot dipped galvanised steel using the SENDZIMIR process. The painted, moulded connector beams are made from pickled high yield strength steels which are subsequently powder coated. The standard colour is yellow (RAL 1004) CODES FOR THE 70 SERIES BEAMS Lc (mm) 920 1220 1520 1820 2020 2120 2220 2420 2720 3020 SPECIAL 70/3 (Galvanised code) 05000 05002 05004 05006 05008 05009 05010 05012 05014 05016 09200 70/3 (Painted code) 05020 05022 05024 05026 05028 05029 05030 05032 05034 05036 09220 70/4 (Galvanised code) 05050 05052 05054 05056 05058 05059 05060 05062 05064 05066 09250 Lc = Beam length 70/4 (Painted code) 05070 05072 05074 05076 05078 05079 05080 05082 05084 05086 09270 Table 18 NOTE: The SPECIAL code is ordered as the Lc length numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 21 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 CODES FOR SUPER4-5-6 BEAMS WITH RIVETED CONNECTORS - SERIES 140 HEIGHT OF PROFILE Hp - (mm) HEIGHT OF CONNECTOR Hs - (mm) 140 270 Table 19 The galvanised, riveted connector beams are made from hot dipped galvanised steel using the SENDZIMIR process. The painted, riveted connector beams are made from pickled high yield strength steels which are subsequently powder coated. The standard colour is yellow (RAL 1004) CODES FOR THE 140 SERIES BEAMS Lc (mm) 140/3 (galvanised 140/3 (Painted code) 1220 05672 1520 05673 1820 05674 2020 05675 2120 05676 2220 05677 2420 05678 2720 05679 3020 05680 3520 05681 4020 05682 SPECIAL 05670 Lc = Beam length 140/4 (galvanised 140/4 (Painted 140/5 (galvanised 140/5 (Painted 140/6 (galvanised 140/6 (Painted code) code) code) code) code) code) code) 05872 05873 05874 05875 05876 05877 05878 05879 05880 05881 05882 05870 05692 05693 05694 05695 05696 05697 05698 05699 05700 05701 05702 05690 05892 05893 05894 05895 05896 05897 05898 05899 05900 05901 05902 05890 05712 05713 05714 05715 05716 05717 05718 05719 05720 05721 05722 05710 05912 05913 05914 05915 05916 05917 05918 05919 05920 05921 05922 05910 05742 05743 05744 05745 05746 05747 05748 05749 05750 05751 05752 05740 05942 05943 05944 05945 05946 05947 05948 05949 05950 05951 05952 05940 Tabella 20 NOTE: The SPECIAL code is ordered as the Lc length numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 22 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 CODES FOR SUPER4-5-6 BEAMS WITH WELDED CONNECTORS - SERIES 106 AND 172 HEIGHT OF PROFILE Hp - (mm) HEIGHT OF CONNECTOR Hs - (mm) 106 237 172 303 Table 21 The welded connector beams are made from pickled high yield strength steels which are subsequently powder coated. The standard colour is yellow (RAL 1004) CODES FOR THE 106 and 172 SERIES BEAMS Lc (mm) 106/3 code 106/4 code 106/5 code 106/6 code 172/6 code 1220 1520 1820 2020 2120 2220 2420 2720 3020 3520 4020 SPECIALE 00183 00184 00185 00186 00187 00188 00189 00190 00191 00192 00180 00206 00208 00210 00212 00214 00216 00218 00220 00222 00224 00200 00236 00238 00240 00242 00244 00246 00248 00250 00252 00254 00230 00266 00268 00270 00272 00274 00276 00278 00280 00282 00284 00260 00864 00866 00868 00870 00872 00874 00876 00878 00880 00882 00884 00860 Lc = Beam length Table 22 NOTE: The SPECIAL code is ordered as the Lc length NOTE ON THE PAINTING PROCEDURE The painted beams are powder coated in standard Yellow RAL 1004, applied via the following procedure: • Hot wash degreasing and iron phosphate pre-treatment; • application of thermosetting powder paint; • curing at a temperature of approximately 240°C with a force ventilated air circulation oven. The powder coating of beams in colours other than yellow (in the RAL scale of colours) is possible with quantities greater than 100 pieces with payment of an additional lump sum to cover line stoppages for the colour change. A longer lead time is required in these cases. numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 23 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 TS BEAM SECURITY CLIPS CODE DESCRIPTION 08082 TS Beam retaining clips NOTE: The TS Beam Retaining clips are applied to the 70 series beams Table 23 CODE DESCRIPTION 08028 Right side TS security clips 08029 Left side TS security clips Table 24 ATTENTION: THE USE OF SECURITY CLIPS IS MANDATORY. THE SECURITY CLIPS HAVE A STRUCTURAL FUNCTION. numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 24 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 BRACING VERTICAL BRACING FOR SINGLE ENTRY RACKING POS. 1 2 3 4 5 6 7 8 COMPONENTS Vertical bracing moulded section anchor plate for single entry TS racks Vertical bracing straight section anchor plate for single entry TS racks M8 x 20 bolt with nut 48 x 2 flat brace section M8 x 20 bolt with nut and washer M8 tensioner TS frame coupling M8x70 bolt with nut NOTE: See Operating Instructions: “VERTICAL BRACING APPLIED TO PALLET RACKING” CODE 08361 08362 08002 08911 08002+08095 08912 08004 08011 Table 25 Fig. 30 The ordering of bracing accessories has been simplified by the introduction of a macro code which group together the elements of pos. 1-2-3-5-6-7-8 Each macro code contains the accessories (including the bolts for the connection of the flat brace sections) to assemble one fastening level. Code 08100 VERTICAL BRACING MACRO CODE FOR SINGLE ENTRY TS RACKS FASTENING LEVEL FASTENING LEVEL EX. 1 brace set has 2 fastening levels EX. 2 brace sets have 3 fastening levels EX. 3 brace sets have 4 fastening levels Fig. 31 Example : The bracing for the drawing above contain the following elements: No. 2 08911 48 x 2 flat brace section L. xxx mm No. 2 08100 Vertical bracing macro code for single entry TS racks numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 25 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 VERTICAL BRACING FOR DOUBLE ENTRY RACKING POS. 1 2 3 4 5 COMPONENTS CODE Vertical bracing coupling for double entry TS racks Vertical bracing run spacers for double entry racks TS frame coupling M8X70 bolt with nut 48 x 2 flat brace section (plus its accessories; ie: tensioner (08912) and bolts (08002 + 08095)) M8 x 110 Zn. Bolt with nut M8 x 30 bolt with nut 6 7 08360 08355 08004 08011 08911 VITB811Z 08098 ATTENTION: The length of the vertical bracing run spacers is not equal to the length of the run spacer. Its length (L) is determined by the following: L(run spacer) = Clear span between frames (Ln)+ 5mm NOTE: See Operating Instructions “VERTICAL BRACING APPLIED TO PALLET RACKING” Fig. 32 Table 26 The ordering of bracing accessories has been simplified by the introduction of a macro code which groups together the elements of pos. 1-3-4-6-7. Each macro code contains the accessories (including the bolts for the connection of the flat brace sections) to assemble one fastening level. Code 08101 VERTICAL BRACING MACRO CODE FOR DOUBLE ENTRY TS RACKS FASTENING LEVEL FASTENING LEVEL EX. 1 brace set has 2 fastening levels EX. 2 brace sets have 3 fastening levels EX. 3 brace sets have 4 fastening levels Fig. 33 Example : numero edizione 02 The bracing for the drawing above contain the following elements: No. 2 08911 48 x 2 flat brace section L. xxx mm No. 8 08355 Vertical bracing run spacers for double entry racks L. xxx mm No. 2 08101 Vertical bracing macro code for double entry TS racks data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 26 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 HORIZONTAL BRACING Vertical bracing is always used in conjunction with plan bracing. Plan bracing is composed of the following elements. HORIZONTAL BRACING POS. 1 2 3 4 5 2 Screw Peg M8 Nut 6 COMPONENTS Bracket for horizontal bracing 8 x 50 sunk hexag. Screw peg with M8 nut m8 x 20 bolt with nut 48 x 2 flat brace section M8x 20 bolt with nut M8 washer M8 tensioner NOTE: See Operating Instructions: “APPLICATION OF BRACKET FOR HORIZONTAL BRACING” CODE 08908 08909 08002 08911 08002 08095 08912 Table 27 Fig. 34 The ordering of bracing accessories has been simplified by the introduction of a macro code which groups together the elements of pos. 1, 2, 3, 5 and 6. Each macro code contains the accessories to assemble one flat brace element complete. Code 00062 Horizontal bracing macro code for TS/SB/UB structures Fig. 35 Example : The bracing for the drawing above contain the following elements: No. 2 08911 48 x 2 flat brace section L. xxx mm No. 2 00062 Plan bracing macro code for TS/SB/UB structures numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 27 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 DRIVE-IN GRAPH FOR LOAD BEARING CAPACITY OF STUB ARMS GRAPH FOR BRACING TUNNEL Graph 2 For the design procedure of a Drive-In system consult the OPERATING INSTRUCTIONS ISQ 01-04C-009 numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 28 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 DRIVE-IN STUB ARMS Single sided 185 TS Left and Right side Drive-In stub arm CODE DESCRIPTION 08009 Single sided 185 TS Right side Drive-In stub arm Single sided 185 TS Left side Drive-In stub arm 08010 The drive-in guide rails are fixed to the drive-in stub arms via 1, 20mm bolt, code VITB820B Fig. 36 Table 28 DRIVE-IN GUIDE RAIL 15/10 GAUGE DRIVE-IN GUIDE RAIL PROFILE Code 08089/D 08089/S 08088/D 08088/S VITB820B 69828 15/10 GAUGE DRIVE-IN GUIDE RAIL JOINT SECTION Description 15/10 drive-in guide rail profile - right 15/10 drive-in guide rail profile - left Drive-In guide rail joint section - right Drive-In guide rail joint section - left M8 x 20 Bolt with nut (No 4 for every Drive-In guide rail joint) Bracket + M8 bolt (3 for every Drive-in guide rail joint section) Table 29 numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 29 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 REINFORCED 15/10 DRIVE IN GUIDE RAIL PROFILE REINFORCED 15/10 DRIVE IN GUIDE RAIL JOINT SECTION Code Descrption 08089/D 08089/S 08088/D 08088/S VITB820B 69828 08485 VITB820B 15/10 drive-in guide rail profile - Right 15/10 drive-in guide rail profile - Left Drive-in guide rail joint section - Right Drive-in guide rail joint section - Left M8 x 20 Bolt with nut (No. 4 for every drive-in guide rail joint) Bracket + M8 bolt ( 3 for every Drive-in guide rail joint section) Drive-In guide reinforcement M8 x 20 Bolt with nut (for every Drive-In guide reinforcement : No. 3 per span, of which 2 are at the ends towards the stub arm and 1 in the centre) Table 30 DRIVE-IN ENTRANCE CRESCENTS The Metalsistem entrance crescents are cast aluminium components that are bolted to the loading extremity of the Drive-in tunnel to guide the pallets into position. Each entrance crescent is bolted to a stub arm with 2 M8 x 20 (circular head with allen key insert) bolts (code VITB820Z). Table 31 Code numero edizione 02 data edizione 12.07.1999 Description 08019/S Left entrance crescent 08019/D Right entrance crescent numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 30 Metalsistem S.p.A. 38068 Rovereto (Tn) Italy SUPER4-5-6 LOAD BEARING CAPACITY OF DRIVE-IN GUIDE RAIL Graph 3 numero edizione 02 data edizione 12.07.1999 numero revisione 01 data revisione 06.08.1999 data di stampa visto 06.08.1999 nome file: Super456Ingl_ed_02.doc Page 31
