T Hill & Smith S Grev Wedels plass 2 30 DRMMEN Øystein lægreid Behandlende enhet: Saksbehandler/telefon: Vår referanse: Deres referanse: Vår dato: Vegdirektoratet Matteo Pezzucchi / 22073246 17/1309-14 06.04.2017 Samsvargodkjenning av SVV2 vegrekkverk (CESVV2) Det vises til søknad vedrørende samsvargodkjenning av SVV2 vegrekkverk (CESVV2) fra T Hill & Smith med journalnummer 16/2214-64 datert 16.11.2016 og videre dokumentasjon datert 22.03.17. Søknaden inneholder: Testrapportnummer 24/2001 (TB11 test) og testrapportnummer 25/2001 (TB51 test) av SVS-Bru2 brurekkverk med stolpeavstand 2,0. Tegningsnummer PD-CEGRSB310 datert 20/09/2016 og bruksanvisning av SVV2 rekkverk. Produktsertifikatnummer -CPR-0245-20 utgitt av HORIB-MIR akkreditert teknisk kontrollorgan. SVV2 er et vegrekkverk som er utviklet fra standard brurekkverket SVS-Bru2. SVV2 består av et stål føringsskinne med bakskinne og utblokkingsbøyle montert på H-stolper. Rekkverksstolper er sveist til fotplate og festes til nedstøpt boltegruppe. SVV2 vegrekkverk med 2,0 meter stolpeavstand har en bredde på 0,37 meter og en høyde på 1,2 meter. Rekkverket produseres av Hill & Smith. SVV2 vegrekkverk er i samsvar med nasjonale krav gitt i håndbok N101. I henhold til byggevareforordningen 305/2011 har produktet gjennomgått tredjepartskontroll. Produktets ytelser fremgås i produktsertifikat -CPR-0245-20. SVV2 vegrekkverk tilfredsstiller kravene til styrkeklasse H2 med arbeidsbreddeklasse W1, inntrengningsklasse VI2 og skadeklasse B. Med grunnlag i overnevnte gis herved adgang til bruk av SVV2 vegrekkverk (CESVV2) på offentlig veg i Norge. Rekkverket kan monteres på en plasstøpt kantdrager med maks høyde på 0,12 meter eller på fundamenter, se tegningsnummer PD-CEGRSB310-1. Fundamentene skal dimensjoneres etter stedlige forhold. adresse Telefon: 02030 Kontoradresse Fakturaadresse Statens vegvesen Brynsengfaret 6 Statens vegvesen Vegdirektoratet firmapost@vegvesen.no 0667 OSLO Regnskap boks 8142 Dep boks 702 0033 OSLO Org.nr: 971032081 98 Vadsø
2 Leverandøren skal levere bruksanvisning til brukere for å sikre kvalitet av installasjon og fremtidig vedlikehold. SVV2 vegrekkverk skal monteres i henhold til produsent/leverandørens installasjonsbeskrivelse. Håndbok N101 legges til grunn for valg, bruk og plassering av rekkverket og rekkverksender. Vegdirektoratet publiserer en rekkverksliste med tilhørende gyldige dokumenter på vegvesen.no. Vegdirektoratet forbeholder seg retten til å endre eller tilbakekalle godkjenningen. Eventuelle endringer i rekkverksutforming eller materiale vil ugyldiggjøre denne godkjenningen. Med hilsen Sigmund Reinsborg Log Kontorleder Matteo Pezzucchi Dokumentet er godkjent elektronisk og har derfor ingen håndskrevne signaturer.
This drawing is Copyright of and protected under UK and International law. ll rights reserved. This drawing may not be copied N2W2 TranzFlex DTUM X CM352 - Front Beam 2.725m -35.3kgs 1939 CM354b - 0.565m Intermediate Rail 1.8kgs C L Beam Joint -5980 - Top Rail 5.98m - 70.8kgs -3980 - Top Rail 3.980m - 44.85kgs - Front Beam 4.0m - 50.3kgs CM350- Back Beam 4.0m - 61.4kgs - Intermediate Rail 1.939m - 6.23kgs 40 565 60 6No. M20CSH 45.45m Overall Min M - 2000 Typical See Below 2000±2/4000±2/6000±2 Etc Centres From Datum X 3029 2725 Effective Top Rail End Frame 22.4kgs CM364 525/650 Socket 5.3/6.5Kgs 3980 5980 4304 4000 Effective 4316 4000 Effective 60 40 Top Rail Joints 9.6kgs CM355 Blockout 1.6Kgs - 11 B - 1235 2No. M20CSH CM357/CM357B - 32.55/34.65Kgs 312 Inter Rail Brackets. 0.56kgs TO BE RED IN CONJUNCTION WITH PD-CEGRSB310-2&3 1755 Washer Plate 0.kgs - Cast-in 32.77kgs Print on 3 44m Minimum End to End Plus intermediate lengths at 4m increments See DRG/3 312 194/200 M16 Form E Washer 0.012Kgs F07DSH M16x30 Domed Head Bolt ssy. 0.13Kgs (Torque 60-80Nm) M16x35 Hex Head Bolt ssy. 0.Kg (Torque 60-80Nm) F06 M16x50 Hex Head Bolt ssy. 0.18Kgs (Torque 60-80Nm) M20CSH M20x50 Dome Head Square Neck Bolt ssy. 0.30Kgs (Torque 100-120Nm) Front Beam CM350 Rear Beam (2m Offset) 20mm Nominal (10 min, 30 Max). of Leveling Grout N2W2 TranzFlex H2 SVV2 HE 100 - S355 270 Unfactored nchor Loads at Failure 180 Nominal tensile load (kn) about x-x (per pair y of anchors) / Coexistent Shear (kn) about x-x (per post) 270 180 x 135 y 1235 (CM357B) 11 (CM357) x 135 26 32 Thickness of base plate - 20mm 20 CM352 Front Beam CM350 Rear Beam (2m offset) 264 System Dimensions Beam centre to underside of base plate - 610mm 444 system width 610 ± 30 See Note g 1261 Nominal System Height 120mm Max Upstand Traffic Face Beam centre to underside of base plate - 490mm 131/32 131/36 a) Dimensions in mm, unless stated. b) To be read in conjunction with HSM001 c) Foundation/nchor Design by third party Engineers to Foundation & nchor design information as table below. d) For Further details of our systems, please go to our website as listed below. e) Minimum distance from edge of socket to edge of foundation 100mm. For reinforecement cover requirments see contract documents. f) For system alignment tolerances see HSM001. g) Where horizontal distance from the traffic face of the VRS to the point of setback (Psb) is less than, or equal to 1.5m, the 610mm ± 30mm height to the centre of the beam shall be measured from the level of adjacent paved surface. over 1.5m and, the height will be measured from the general ground level below the VRS. see HSM001 for more details. 1755 () 500 375 Overall Cast-in System Dimensions 610 ± 30 See Note g 1261 Nominal System Height 120mm Max Upstand CE pproval No: -CPR-0245-20 Iss 1 Certification Body: MIR EN1317-5:2007+2:2012 Product SVV2 Single Sided VRS with s at 2 Meters General rrangement Impact Severity Level SI B Durability S355 Galvanised to EN ISO 1461 20/09/2016 B 1 /3 PD-CEGRSB310-1 Traffic Face Single Sided SVV2
This drawing is Copyright of and protected under UK and International law. ll rights reserved. This drawing may not be copied M20CSH 2No. ( to CM357/363) ( to CM357/363) F07DSH ( to ) F07DSH 2No. (CM354b to ) CM350 CM357 CM354B Detail - End Detail 8 x F07DSH (/352 to /352) 1 x 8 x F07DSH 2No. F07DSH (CM355 to CM357/) 2No. CM362 Detail B - Front Beam Lap Connection CM355 C F07DSH ( to ) CM357/363 CM352 ( to CM357/363) D CM357/ Detail G - Section of Print on 3 8 x CM355 Detail H - Rear Beam Lap Connection 10 E (/352 to CM350) 10 M20CSH F CM350 Detail C - Mid Bay Front to Rear Beam Connection Detail D - Top Rail to Connection M20CSH 2No. ( to CM357/363) CM352 (Remove rear washer) + M16 Form E Washer F07DSH 2No. (CM354 to ) F06 Detail F - Intermediate Rail Connection G M20CSH 6No. (/353 to ) Detail E - Top Rail to Top Rail Connection 20 Gap CE pproval No: -CPR-0245-20 Iss 1 Certification Body: MIR EN1317-5:2007+2:2012 Product SVV2 Single Sided VRS with s at 2 Meters ssembly Details Impact Severity Level SI B Durability S355 Galvanised to EN ISO 1461 20/09/2016 B 2 /3 TO BE RED IN CONJUNCTION WITH PD-CEGRSB310-1&3 PD-CEGRSB310-2 Single Sided SVV2
This drawing is Copyright of and protected under UK and International law. ll rights reserved. This drawing may not be copied N2W2 TranZFlex 12m Extension as 3No. 4 Extension but with 2No. -5980 Top Rails 8m Extension use 2No. 4m Extensions - Must be installed adjacent to 4m Extension -3980 (Top Rail) - Must be installed adjacent to 6No. M20CSH -3980 4m Extension - Back Beam CM350 TO BE RED IN CONJUNCTION WITH PD-CEGRSB310-1&2 Front Beam CM350 Rear Beam (2m Offset) Kit List Item Numbers Item Number Item Name CEGRSB310 45.45m Cast-in CEGRSB310-4 4m Cast-in CEGRSB310-12 12m Cast-in CEGRSB310 45.45m S/Mtd CM357 CEGRSB310-4 4m S/Mtd CM357 CEGRSB310-12 12m S/Mtd CM357 CEGRSB310B 45.45m S/Mtd CM357B CEGRSB310B-4 4m S/Mtd CM357B CEGRSB310B-12 12m S/Mtd CM357B Print on 3 2No. M20CSH 4m Extension - Front Beam 45.45m Length CM357 CM357B -5980 12m Extension Length /357/357B CM357 CM357B 4m Extension Length CM357 CM357B Item No. Cast-In Cast-In Cast-In CM350 11 11 11 3 3 3 1 1 1 10 10 10 3 3 3 1 1 1 CM352 2 2 2-5980 7 7 7 2 2 2-3980 1 1 1 22 22 22 6 6 6 2 2 2 CM354b 2 2 2 CM355 23 23 23 6 6 6 2 2 2 CM357 23 6 2 CM357B 23 6 2 2 2 2 8 8 8 2 2 2 1 1 1 48 48 48 12 12 12 4 4 4 45 45 45 12 12 12 4 4 4 23 6 2 CM364 as Required 23 6 2 180 180 180 54 54 54 18 18 18 M20CSH 94 94 94 24 24 24 10 10 10 F06 23 23 23 6 6 6 2 2 2 F07DSH 160 160 160 40 40 40 16 16 16 M16 Form E Washer 50 50 50 14 14 14 6 6 6 System Weight (Kgs) 3127 2972 3020 825 784 797 206 196 199 a) Dimensions in mm, unless stated. b) To be read in conjunction with HSM001 c) Foundation/nchor Design by third party Engineers to Foundation & nchor design information as table below. d) For Further details of our systems, please go to our website as listed below. e) Minimum distance from edge of socket to edge of foundation 100mm. For reinforecement cover requirments see contract documents. f) For system alignment tolerances see HSM001. g) Where horizontal distance from the traffic face of the VRS to the point of setback (Psb) is less than, or equal to 1.5m, the 610mm ± 30mm height to the centre of the beam shall be measured from the level of adjacent paved surface. over 1.5m and, the height will be measured from the general ground level below the VRS. see HSM001 for more details. CE pproval No: -CPR-0245-20 Iss 1 Certification Body: MIR EN1317-5:2007+2:2012 Product SVV2 Single Sided VRS with s at 2 Meters 4m & 12m Extension Impact Severity Level SI B Durability S355 Galvanised to EN ISO 1461 20/09/2016 3 /3 PD-CEGRSB310-3 Single Sided Svv2