Declaration of Performance Number 1219-DPC-0071 According to Regulation EU No 305/2011

Transcription

1 Item code: ZJE01; ZJE31; ZJE71; ZJE81 Manufacturer: Tecfi S.p.A. - S.S. Appia, km Pastorano (CE), Italy Table 1 - Intended use Generic type: Metal anchor for use in concrete, torque controlled expansion anchor Base material: Non-cracked concrete C20/25 to C50/60 acc. to EN 206-1:2003 ZJE01 and ZJE31 :Galvanized steel Material: ZJE71 and ZJE81 : Stainless steel A4 ZJE01 and ZJE31: Dry internal conditions ZJE71 and ZJE81: Dry internal conditions and also in structures subject to external atmospheric exposure (including industrial and marine environment), or exposure in permanently damp internal conditions, if no particular aggressive conditions exist. Such Durability: particular aggressive conditions are e. g. permanent, alternating immersion in seawater or the splash zone of seawater, chloride atmosphere of indoor swimming pools or atmosphere with extreme chemical pollution (e. g. in desulphurization plants or road tunnels where de-icing materials are used). Loading: Static and quasi-static Fire resistance: NPD Fire reaction: A1 according to EN ETA: ETA 13/1012, issued by INSTITUTO DE CIENCIAS DE LA CONSTRUCCIÓN EDUARDO TORROJA On the basis of: Etag 001 part 1 and 2 Attestation of Conformity: Under system: 2+ EC number 1219-DPC-0071, issued by INSTITUTO DE CIENCIAS DE LA CONSTRUCCIÓN EDUARDO TORROJA Declaration Of Performance Number 1219-DPC-0071 Rev. 01, 18 December 2013 Pag. 1 of 10

2 Figure 1 Anchor types and installation parameters Figure 2 - Installation sequences Standard embedment depth: Reduced embedment depth (valid only for diameter M8, M10 and M12): Table 2 - Declared Performances according to ETAG 001 part 1 and part 2 Installation parameters Nominal diameter of the drill hole d 0 [mm] Wrench size SW [mm] Installation torque moment T inst [Nm] Standard embedment depth h ef,std Overall anchor embedment depth h nom [mm] 49,5 59,5 66, ,5 125 Minimum thickness of concrete member h min [mm] Effective anchorage depth h ef [mm] Depth of drilled hole h 1 [mm] Valid only for zinc plated version (ZJE01 and ZJE 3 Not valid for Stainless steel version (ZJE71 and ZJE 8 Declaration Of Performance Number 1219-DPC-0071 Rev. 01, 18 December 2013 Pag. 2 of 10

3 Table 2 (cont.) - Declared Performances according to ETAG 001 part 1 and part 2 Standard embedment depth h ef,std Minimum allowable spacing s min [mm] Minimum allowable edge distance c min [mm] Reduced embedment depth h ef,red Overall anchor embedment depth h nom [mm] NPD 46,5 53,5 62 NPD NPD NPD Minimum thickness of concrete member h min [mm] NPD NPD NPD NPD Effective anchorage depth h ef [mm] NPD 35 2) NPD NPD NPD Depth of drilled hole h 1 [mm] NPD NPD NPD NPD Minimum allowable spacing s min [mm] NPD NPD NPD NPD Minimum allowable edge distance c min [mm] NPD NPD NPD NPD Mechanical resistance and stability Steel failure to tension load Zinc plated version (ZJE01 and ZJE3 Characteristic resistance to tension load N rk,s [kn] 7,7 16,4 25,6 35,4 51,7 65,0 104,4 Partial safety factor γ M,s 1,40 1,40 1,40 1,43 1,43 1,43 1,47 Steel failure to tension load Stainless steel version (ZJE71 and ZJE8 Characteristic resistance to tension load N rk,s [kn] 10,1 19,1 34,3 49, ,9 140,7 Partial safety factor γ M,s 1, ,68 Pull-out failure to tension load Standard embedment depth h ef,std All versions Characteristic resistance to tension load N rk,p,ucr [kn] - 2) Partial safety factor γ M,p - 1,5 3) 1,8 4) Increasing factor for concrete C30/37 Ψ c C30/37 1,22 Increasing factor for concrete C40/50 Ψ c C40/50 1,41 Increasing factor for concrete C50/60 Ψ c C50/60 1,55 Valid only for zinc plated version (ZJE01 and ZJE 3 Not valid for Stainless steel version (ZJE71 and ZJE 8 2) Pull out failure is not decisive 3) The partial safety factor γ 2 = 1,0 is included 4) The partial safety factor γ 2 = 1,2 is included Declaration Of Performance Number 1219-DPC-0071 Rev. 01, 18 December 2013 Pag. 3 of 10

4 Table 2 (cont.) - Declared Performances according to ETAG 001 part 1 and part 2 Pull-out failure to tension load Reduced embedment depth h ef,red All versions Characteristic resistance to tension load N rk,p,ucr [kn] NPD 9 2) NPD NPD NPD Partial safety factor γ M,p NPD 1,5 3) NPD NPD NPD Increasing factor for concrete C30/37 Increasing factor for concrete C40/50 Increasing factor for concrete C50/60 Ψ c C30/37 Ψ c C40/50 Ψ c C50/60 Concrete cone failure and splitting failure Standard embedment depth h ef,std All versions Effective anchorage depth h ef [mm] Charcateristic resistance in non cracked concrete N rk,c [kn] 12,7 16,7 20,5 26,4 32,7 38,8 52,6 Partial safety factor Spacing Edge distance 1,22 1,41 1,55 γ M,c = γ M,sp 1,5 3) 1,8 4) S cr,n [mm] S cr,sp [mm] C cr,n [mm] C cr,sp [mm] Increasing factor for concrete C30/37 Ψ c C30/37 1,22 Increasing factor for concrete C40/50 Ψ c C40/50 1,41 Increasing factor for concrete C50/60 Ψ c C50/60 1,55 Valid only for zinc plated version (ZJE01 and ZJE 3 Not valid for Stainless steel version (ZJE71 and ZJE 8 2) Use restricted to anchoring of structural components which are statically indeterminate 3) The partial safety factor γ 2 = 1,0 is included 4) The partial safety factor γ 2 = 1,2 is included Declaration Of Performance Number 1219-DPC-0071 Rev. 01, 18 December 2013 Pag. 4 of 10

5 Table 2 (cont.) - Declared Performances according to ETAG 001 part 1 and part 2 Concrete cone failure and splitting failure Reduced embedment depth h ef,red All versions Effective anchorage depth h ef [mm] NPD 35 2) NPD NPD NPD Charcateristic resistance in non cracked concrete N rk,c [kn] NPD 10,4 2) 13,7 17,8 NPD NPD NPD Partial safety factor Spacing Edge distance Increasing factor for concrete C30/37 Increasing factor for concrete C40/50 Increasing factor for concrete C50/60 γ M,c = γ M,sp NPD 1,5 3) NPD NPD NPD S cr,n [mm] NPD 105 2) NPD NPD NPD S cr,sp [mm] NPD 140 2) NPD NPD NPD C cr,n [mm] NPD 53 2) NPD NPD NPD C cr,sp [mm] NPD 70 2) NPD NPD NPD Ψ c C30/37 Ψ c C40/50 Ψ c C50/60 under tension load Standard embedment depth h ef,std Zinc plated version (ZJE01 and ZJE3 Service tension load in non-cracked concrete C20/25 N ucr [kn] 2,8 5,0 6,0 9,3 10,7 16,0 17,0 1,22 1,41 1,55 δ N0 [mm] 0,70 1,12 1,07 1,32 1,82 2,38 3,56 δ N [mm] 1,47 2,34 2,24 2,77 3,82 4,99 7,47 under tension load Standard embedment depth h ef,std Stainless steel version (ZJE71 and ZJE8 Service tension load in non-cracked concrete C20/25 N [kn] 4,3 5,7 6,3 9, ,8 19,8 δ N0 [mm] 0,42 0,22 0,17 0, ,19 0,11 δ N [mm] 1,33 1,33 1,33 1, ,33 1,33 under tension load Reduced embedment depth h ef,red All version Service tension load in non-cracked concrete C20/25 N [kn] NPD 4,2 5,7 7,6 NPD NPD NPD 2) 3) δ N0 [mm] NPD 0,20 0,13 0,06 NPD NPD NPD δ N [mm] NPD 1,78 1,78 1,78 NPD NPD NPD Valid only for zinc plated version (ZJE01 and ZJE 3 Not valid for Stainless steel version (ZJE71 and ZJE 8 Use restricted to anchoring of structural components which are statically indeterminate The partial safety factor γ 2 = 1,0 is included Declaration Of Performance Number 1219-DPC-0071 Rev. 01, 18 December 2013 Pag. 5 of 10

6 Table 2 (cont.) - Declared Performances according to ETAG 001 part 1 and part 2 Steel failure to shear load Zinc plated version (ZJE01 and ZJE3 Steel failure without lever arm V Rk,s [kn] 5,1 9,3 14,7 20,6 28,1 38,4 56,3 Steel failure with lever arm M 0 rk,s [Nm] 7,7 19,1 38,1 64,1 102,2 163,1 298,5 Partial safety factor γ M,p 1,25 Concrete pryout failure Zinc plated version (ZJE01 and ZJE3 Factor in equation 5.6 of the guideline's Annex C For h ef,std k 1,0 2,0 For h ef,red k NPD 1,0 2) 1,0 NPD NPD NPD Partial safety factor γ M,p 1,5 3) Concrete edge failure Zinc plated version (ZJE01 and ZJE3 Effective length of anchor under shear loads For h ef,std l f For h ef,red l f NPD 35 2) NPD NPD NPD Outside diameter of anchor d nom [mm] Partial safety factor γ M,p 1,5 3) Steel failure to shear load Stainless steel version (ZJE71 and ZJE8 Steel failure without lever arm V Rk,s [kn] 6,0 10,9 17,4 25, ,1 73,5 Steel failure with lever arm M 0 rk,s [Nm] 9,2 22,5 44,9 78, Partial safety factor γ M,p 1,52 Concrete pryout failure Stainless steel version (ZJE71 and ZJE8 Factor in equation 5.6 of the guideline's Annex C For h ef,std k 1,0 2,0 -- 2,0 For h ef,red k NPD 1,0 2) 1,0 -- NPD NPD Partial safety factor γ M,p 1,5 3) 2) 3) Valid only for zinc plated version (ZJE01 and ZJE 3 Not valid for Stainless steel version (ZJE71 and ZJE 8 Use restricted to anchoring of structural components which are statically indeterminate The partial safety factor γ 2 = 1,0 is included Declaration Of Performance Number 1219-DPC-0071 Rev. 01, 18 December 2013 Pag. 6 of 10

7 Table 2 (cont.) - Declared Performances according to ETAG 001 part 1 and part 2 Concrete edge failure Stainless steel version (ZJE71 and ZJE8 Effective length of anchor under shear loads For h ef,std l f For h ef,red l f NPD 35 2) NPD NPD Outside diameter of anchor d nom [mm] Partial safety factor γ M,p 1,5 3) under shear load Standard embedment depth h ef,std Zinc plated version (ZJE01 and ZJE3 Service tension load in non-cracked concrete C20/25 V [kn] 2,9 5,3 8,4 11,8 16,0 21,9 32,1 δ N0 [mm] 0,65 2,80 1,75 2,45 2,78 3,53 4,13 δ N [mm] 0,98 4,20 2,63 3,68 4,16 5,29 6,19 under shear load Reduced embedment depth h ef,red Zinc plated version (ZJE01 and ZJE3 Service tension load in non-cracked concrete C20/25 V [kn] NPD 5,3 8,4 11,8 NPD NPD NPD δ N0 [mm] NPD 0,59 1,22 1,10 NPD NPD NPD δ N [mm] NPD 0,89 1,83 1,65 NPD NPD NPD under shear load Standard embedment depth h ef,std - Stainless steel version (ZJE71 and ZJE8 Service tension load in non-cracked concrete C20/25 V [kn] 2,8 5,1 8,1 11, ,1 34,5 δ N0 [mm] 1,66 1,79 3,83 4, ,75 6,59 δ N [mm] 2,49 2,68 5,74 6, ,62 9,88 under shear load Reduced embedment depth h ef,red Stainless steel version (ZJE71 and ZJE8 Service tension load in non-cracked concrete C20/25 V [kn] NPD 5,1 8,1 11,8 -- NPD NPD 2) 3) δ N0 [mm] NPD 0,60 3,83 4,13 -- NPD NPD δ N [mm] NPD 0,90 5,74 6,19 -- NPD NPD Valid only for zinc plated version (ZJE01 and ZJE 3 Not valid for Stainless steel version (ZJE71 and ZJE 8 Use restricted to anchoring of structural components which are statically indeterminate The partial safety factor γ 2 = 1,0 is included Declaration Of Performance Number 1219-DPC-0071 Rev. 01, 18 December 2013 Pag. 7 of 10

8 Table 3 ZJE01 ZJE31 ranges M d o [mm] l [mm] t fix,std [mm] t fix,red [mm] Item Code 60 2 ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE Declaration Of Performance Number 1219-DPC-0071 Rev. 01, 18 December 2013 Pag. 8 of 10

9 Table 3 (cont.) ZJE71 ZJE81 ranges M d o [mm] l [mm] t fix,std [mm] t fix,red [mm] Item Code ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE ZJE Declaration Of Performance Number 1219-DPC-0071 Rev. 01, 18 December 2013 Pag. 9 of 10

10 Figure 3 - Label The performances of the product identified by the above identification code are in conformity with the declared performance. This declaration of performance is issued under the sole responsibility of Tecfi S.p.A. Signed for and behalf of the manufacturer by: Name and function Place and date of issue Signature Presidente Antonio Guarino Pastorano, December 18 th 2013 Declaration Of Performance Number 1219-DPC-0071 Rev. 01, 18 December 2013 Pag. 10 of 10