Epoxy resin - High performance. Anchor mechanical properties
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1 Standard embedment (Galvanized and SS) Epoxy resin - High performance 1/10 Technical data APPLICATION Steel profiles Fixing machinery (resistant to vibration) Storage tanks, pipes Signs Guard rails Electrical insulated fixings Drinking water installations MATERIAL Threaded Zinc rod M8-M16: cold formed steel NF A Threaded Zinc rod M20-M30: 11 SMnPb37 - NFA Threaded SS rod M8 - M24: A4-70 acc. ISO Threaded SS rod M30: A4-50 acc. ISO Zinc coating 5 µm min. NF E INSTALLATION Premium cleaning* ETA Option 1 n 10/0309 SPIT EPCON C8 Max. Max. thick Min thick Ø drilling Ø Ø Total Tighening Code* resin with Zinc Anchor of part to of base Thread depth Drill Clearance length torque coated steel depth be fixed material bit MAXIMA rod (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (Nm) h ef t fix h min d h O d O d f L T inst EPCON C8 M EPCON C8 M EPCON C8 M EPCON C8 M EPCON C8 M EPCON C8 M EPCON C8 M EPCON C8 Epoxy Resin, dual component cartridge - vol. 450 ml EPCON C8 Epoxy Resin, dual component cartridge - vol. 900 ml * These are zinc coated Maxima studs, for standard studs or SS studs see catalogue. Anchor mechanical properties Threaded (Maxima rod) f uk (N/mm 2 ) Min. tensile strength Zinc f yk(n/mm 2 ) Yield strength Zinc f uk (N/mm 2 ) Min. tensile strength SS f yk(n/mm 2 ) Min. Yield strength SS As (mm 2 ) Stressed cross-section M 0 Rk,s (Nm) Characteristic bending moment Zinc M 0 Rk,s (Nm) Characteristic bending moment SS M (Nm) Recommended bending moment Zinc M (Nm) Recommended bending moment SS Setting time Ambient temperature ( C) SPIT EPCON C8 resin Max. time for Curing time (h) installation (min.) 40 C C to 39 C C to 29 C C to 24 C C to 19 C C to 9 C For temperatures below 0 C refer SPIT Effect of temperature on the resistance Temperature of the fixing ( C) Chemical resistance of the SPIT EPCON C8 anchor *Premium cleaning: 2 x blowing with compressed air 2 x brushing with fitted on a drilling machine 2 x blowing with compressed air Chemical Concentration Resistance substances (%) Sulfuric acid 10 (o) Hydrochloric acid 10 (o) Nitric acid 10 (o) Acetic acid 10 (o) Ammonium hydroxide 10 (o) or ammoniac Sodium Hypochlorite 5 (o) Sodium hydroxide 50 (o) (or Caustic soda) Substances Concentration Résistance chimiques (%) Acetone (-) Toluène (o) Ethanol (o) Methyl-ethyl-ketone (MEK) (-) Methanol (-) Demineralized water (+) Sea water 100 (+) Engine Petrol 100 (+) Motor oil 100 (+) 77
2 Standard embedment (Galvanized and SS) 2/10 The loads specified on this page allow judging the product s performances, but cannot be used for the designing. The data given in the pages «CC method» have to be applied. Number of sealings per cartridge Anchor size Ø Drilling (mm) Drilling depth (mm) Nb. of sealings for one cartridge EPCON C8 450 ml EPCON C8 900 ml Ultimate (N Ru,m, V Ru,m ) / Characteristic loads (N Rk, V Rk ) in kn Mean Ultimate loads are derived from test results in admissible service conditions, and characteristic loads are statistically determined. TENSILE SHEAR h ef (mm) N Ru,m 39,4 55,3 81,2 115,0 183,5 257,7 403,8 N Rk 32,1 45,2 66,2 93,8 149,8 211,4 330,5 Cracked concrete N Ru,m 27,0 37,7 55,1 82,5 139,4 205,4 340,4 N Rk 20,8 29,1 42,3 63,6 107,3 157,9 261,3 V Ru,m 15,92 22,75 32,8 56,2 73,6 115,0 177,7 V Rk 10,98 18,9 25,3 46,8 59,02 95,8 135,9 Chemische Ankers Design loads (N Rd, V Rd ) for one anchor without edge or spacing influence in kn *Derived from test results TENSILE h ef (mm) N Rd 17,8 25,1 36,8 52,1 83,2 117,4 183,6 Cracked concrete N Rd 11,6 16,1 23,5 35,3 59,6 87,7 145,1 SHEAR V Rd 7,7 13,2 17,7 32,7 39,3 63,9 90,6 γ Ms = 1.43 for M8 to M16 and γ Ms = 1.5 for M20 to M30 Recommended loads (N rec, V rec ) for one anchor without edge or spacing infuence in kn * derived from test results TENSILE h ef (mm) N Rec 12,7 17,9 26,3 37,2 59,4 83,9 131,2 Cracked concrete N Rec 8,3 11,5 16,8 25,2 42,6 62,7 103,7 γ F = 1.4 ; SHEAR V Rec 5,5 9,4 12,6 23,4 28,1 45,6 64,7 γ F = 1.4 ; γ Ms = 1.43 for M8 to M16 and γ Ms = 1.5 for M20 to M30 78
3 Standard embedment (Galvanized and SS) SPIT CC- Method 3/10 TENSILE in kn Pull - out resistance for dry and wet concrete (1) SHEAR in kn Concrete edge resistance N 0 Rd,p Design pull - out resistance h ef Non-cracked 17,9 25,1 36,9 52,4 83,1 114,4 190,6 Cracked 10,6 14,9 20,7 29,7 50,4 74,8 102,6 Concrete cone resistance for dry and wet concrete (1) V 0 Rd,c Design concrete edge resistance at minimun edge distance (C min) h ef (mm) C min (mm) S min (mm) Non-cracked 2,5 3,8 5,5 9,4 15,4 21,9 34,6 Cracked 1,8 2,7 3,9 6, ,6 24,7 γ Mc = 1.5 Pryout failure N 0 Rd,c Design cone resistance h ef Non-cracked 20,0 23,9 32,3 39,1 62,1 85,2 131,2 Cracked 14,3 17,1 23,1 28,0 44,3 60,9 93,7 V 0 Rd,cp Design pryout resistance h ef (mm) Non-cracked 35,7 47,8 64,6 78,3 124,1 170,4 262,4 Cracked 21,2 29,8 41,5 55,9 88,7 121,7 187,4 γ Mcp = 1.5 N Rd,s SPIT MAXIMA SS rod 12,3 19,8 28,9 54,5 85,0 122,5 91,3 SPIT MAXIMA Zinc rod 12,9 20,5 29,8 55,6 79,2 114,1 182,6 Std. rod grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0 186,7 Std. rod grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0 299,3 Std. rod grade 10.9* 26,4 41,4 60,0 112,1 175,0 252,1 400,7 MAXIMA rod: γ Ms = 1.71 for M8-M16 and γ Ms = 1.49 for M20-M30 Std. rod grade 5.8 and 8.8: γ Ms = 1.5 and 10.9 = γ Ms = 1.5 MAXIMA SS rod : γ Ms = 1.87 for M8-M24 and γ Ms = 2.86 for M30 V Rd,s SPIT MAXIMA SS rod 7,3 11,9 17,3 32,7 51,3 73,1 55,0 SPIT MAXIMA Zinc rod 7,7 12,2 17,7 32,9 39,3 56,7 90,7 Std. rod grade 5.8* 7,36 11,6 16,9 31,2 48,8 70,4 112,0 Std. rod grade 8.8* 11,68 18,6 27,0 50,4 78,4 112,8 179,2 Std. rod grade 10.9* 12,2 19,3 28,1 52,0 81,3 117,3 186,7 MAXIMA SS rod : γ Ms = 1.56 for M8-M24 and γ Ms = 2.38 for M30 MAXIMA rod: γ Ms = 1.43 for M8-M16 and γ Ms = 1.5 for M20-M30 Std. rod grade 5.8 and 8.8: γ Ms = 1.25 Std. rod grade 10.9: γ Ms = 1.5 (1) The concrete in the area of the anchorage is water saturated. * Special grade available on request N Rd = min(n Rd,p ; N Rd,c ; N Rd,s ) β N = N Sd / N Rd 1 V Rd = min(v Rd,c ; V Rd,cp ; V Rd,s ) β V = V Sd / V Rd 1 β N + β V 1.2 INFLUENCE OF CONCRETE INFLUENCE OF SHEAR LOADING DIRECTION. Concrete class C25/ C30/ C40/ C50/ Angle β [ ] 0 tot to
4 Standard embedment (Galvanized and SS) SPIT CC- Method 4/10 Ψ s INFLUENCE OF SPACING FOR CONCRETE CONE RESISTANCE IN TENSILE LOAD S min S S cr,n S cr,n = 3.h ef Ψ S Must be used for each spacing 40 0, ,60 0, ,63 0,61 0,59 0, ,67 0,65 0,62 0, ,71 0,69 0,65 0, ,81 0,78 0,73 0, ,92 0,87 0,80 0, ,00 0,96 0,88 0, ,00 0,95 0, ,00 0, , , ,62 0, ,65 0,62 0, ,68 0,64 0, ,70 0,66 0, ,75 0,70 0, ,84 0,78 0, ,94 0,86 0, ,00 0,90 0, ,00 0, ,00 0, ,00 Ψ c,n INFLUENCE OF EDGE FOR CONCRETE CONE RESISTANCE IN TENSILE LOAD C min C C cr,n C cr,n = 1,5.h ef Ψ c,n Must be used for each spacing Ψ s-c,v 40 0, ,56 0, ,63 0,58 0, ,75 0,69 0,61 0, ,00 0,92 0,80 0, ,00 0,86 0, ,00 0, ,00 INFLUENCE OF SPACING AND EDGE DISTANCE FOR CONCRETE EDGE RESISTANCE IN SHEAR LOAD 100 0, ,60 0, ,69 0,61 0, ,78 0,68 0, ,84 0,73 0, ,00 0,86 0, ,00 0, ,00 Chemische Ankers For single anchor fastening Ψ s-c,v For 2 anchors fastening For 3 anchors fastening and more 80
5 Embedment 12xø (Galvanized and SS) SPIT CC- Method 5/10 TENSILE in kn Pull - out resistance for dry and wet concrete (1) SHEAR in kn Concrete edge resistance N 0 Rd,p Design pull - out resistance h ef Non-cracked 21,2 33,5 48,3 80,4 107,5 152,5 224,6 Cracked 12,6 19,9 27,1 45,6 65,3 99,7 121,0 V 0 Rd,c Design concrete edge resistance at minimun edge distance (C min) h ef (mm) C min (mm) S min (mm) Non-cracked 2,6 3,5 5,1 7,5 12,7 18,9 32,2 Cracked 1,8 2,5 3,6 5,3 9 13,5 23 γ Mc = 1.5 Concrete cone resistance for dry and wet concrete (1) Pryout failure N 0 Rd,c Design cone resistance h ef Non-cracked 25,9 36,8 48,4 74,5 91,4 131,2 167,9 Cracked 18,5 26,3 34,6 53,2 65,3 93,7 119,9 N Rd,s SPIT MAXIMA SS rod 12,3 19,8 28,9 54,5 85,0 122,5 91,3 SPIT MAXIMA Zinc rod 12,9 20,5 29,8 55,6 79,2 114,1 182,6 Std. rod grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0 186,7 Std. rod grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0 299,3 Std. rod grade 10.9* 26,4 41,4 60,0 112,1 175,0 252,1 400,7 MAXIMA rod: γ Ms = 1.71 for M8-M16 and γ Ms = 1.49 for M20-M30 Std. rod grade 5.8 and 8.8: γ Ms = 1.5 and 10.9 = γ Ms = 1.5 MAXIMA SS rod: γ Ms = 1.87 for M8-M24 and γ Ms = 2.86 for M30 V 0 Rd,cp Design pryout resistance h ef (mm) Non-cracked 42,4 67,0 96,5 149,0 182,7 262,4 335,7 Cracked 25,2 39,8 54,3 91,1 130,5 187,4 239,8 γ Mcp = 1.5 V Rd,s SPIT MAXIMA SS rod 7,3 11,9 17,3 32,7 51,3 73,1 55,0 SPIT MAXIMA Zinc rod 7,7 12,2 17,7 32,9 39,3 56,7 90,7 Std. rod grade 5.8* 7,36 11,6 16,9 31,2 48,8 70,4 112,0 Std. rod grade 8.8* 11,68 18,6 27,0 50,4 78,4 112,8 179,2 Std. rod grade 10.9* 12,2 19,3 28,1 52,0 81,3 117,3 186,7 MAXIMA rod : γ Ms = 1.56 for M8-M24 and γ Ms = 2.38 for M30 MAXIMA Zinc rod: γ Ms = 1.43 for M8-M16 and γ Ms = 1.5 for M20-M30 Std. rod grade 5.8 and 8.8: γ Ms = 1.25 Std. rod grade 10.9: γ Ms = 1.5 (1) The concrete in the area of the anchorage is water saturated. N Rd = min(n Rd,p ; N Rd,c ; N Rd,s ) β N = N Sd / N Rd 1 V Rd = min(v Rd,c ; V Rd,cp ; V Rd,s ) β V = V Sd / V Rd 1 β N + β V 1.2 INFLUENCE OF CONCRETE INFLUENCE OF SHEAR LOADING DIRECTION. Concrete class C25/ C30/ C40/ C50/ Angle β [ ] 0 tot to
6 Embedment 12xø (Galvanized and SS) SPIT CC- Method 6/10 Ψ s INFLUENCE OF SPACING FOR CONCRETE CONE RESISTANCE IN TENSILE LOAD S min S S cr,n S cr,n = 3.h ef Ψ S Must be used for each spacing 40 0, ,59 0, ,61 0,58 0,57 0, ,64 0,61 0,59 0, ,68 0,64 0,62 0, ,76 0,71 0,67 0, ,85 0,78 0,73 0, ,00 0,90 0,84 0, ,00 0,92 0, ,00 0, , , ,59 0, ,61 0,59 0, ,64 0,61 0, ,65 0,62 0, ,69 0,65 0, ,73 0,68 0, ,80 0,74 0, ,88 0,80 0, ,00 0,89 0, ,00 0, ,00 Ψ c,n INFLUENCE OF EDGE FOR CONCRETE CONE RESISTANCE IN TENSILE LOAD C min C C cr,n C cr,n = 1,5.h ef Ψ c,n Must be used for each spacing Ψ s-c,v 40 0, ,51 0, ,57 0,50 0, ,67 0,58 0,53 0, ,00 0,85 0,75 0, ,00 0,88 0, ,00 0, ,00 INFLUENCE OF SPACING AND EDGE DISTANCE FOR CONCRETE EDGE RESISTANCE IN SHEAR LOAD 100 0, ,52 0, ,59 0,52 0, ,70 0,61 0, ,82 0,70 0, ,00 0,84 0, ,00 0, ,00 Chemische Ankers For single anchor fastening Ψ s-c,v For 2 anchors fastening For 3 anchors fastening and more 82
7 Embedment 16xø (Galvanized and SS) SPIT CC- Methode 7/10 TENSILE in kn Pull - out resistance for dry and wet concrete (1) SHEAR in kn Concrete edge resistance N 0 Rd,p Design pull - out resistance h ef Non-cracked 28,6 44,7 64,3 107,2 156,4 209,1 326,7 Cracked 17,0 26,5 36,2 60,8 94,9 136,7 175,9 V 0 Rd,c Design concrete edge resistance at minimun edge distance (C min) h ef (mm) C min (mm) S min (mm) Non-cracked 2,8 3,7 5,4 7,9 13,7 20,2 34,7 Cracked 2 2,6 3,8 5,6 9,7 14,4 24,7 γ Mc = 1.5 Concrete cone resistance for dry and wet concrete (1) Pryout failure N 0 Rd,c Design cone resistance h ef Non-cracked 40,5 56,7 74,5 114,7 160,3 210,7 294,5 Cracked 29,0 40,5 53,2 81,9 114,5 150,5 210,3 N Rd,s Std. rod grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0 186,7 Std. rod grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0 299,3 Std. rod grade 10.9* 26,4 41,4 60,0 112,1 175,0 252,1 400,7 MAXIMA rod: γ Ms = 1.71 for M8-M16 and γ Ms = 1.49 for M20-M30 Std. rod grade 5.8 and 8.8: γ Ms = 1.5 and 10.9 = γ Ms = 1.5 MAXIMA SS rod: γ Ms = 1.87 for M8-M24 and γ Ms = 2.86 for M30 V 0 Rd,cp Design pryout resistance h ef (mm) Non-cracked 57,2 89,4 128,7 214,5 312,8 418,2 588,9 Cracked 34,0 53,1 72,4 121,5 189,9 273,4 351,9 γ Mcp = 1.5 V Rd,s Std. rod grade 5.8* 7,36 11,6 16,9 31,2 48,8 70,4 112,0 Std. rod grade 8.8* 11,68 18,6 27,0 50,4 78,4 112,8 179,2 Std. rod grade 10.9* 12,2 19,3 28,1 52,0 81,3 117,3 186,7 MAXIMA SS rod: γ Ms = 1.56 for M8-M24 and γ Ms = 2.38 voor M30 MAXIMA zinc rod: γ Ms = 1.43 for M8-M16 and γ Ms = 1.5 for M20-M30 Std. rod grade 5.8 and 8.8: γ Ms = 1.25 Std. rod grade 10.9: γ Ms = 1.5 (1) The concrete in the area of the anchorage is water saturated. N Rd = min(n Rd,p ; N Rd,c ; N Rd,s ) β N = N Sd / N Rd 1 V Rd = min(v Rd,c ; V Rd,cp ; V Rd,s ) β V = V Sd / V Rd 1 β N + β V 1.2 INFLUENCE OF CONCRETE INFLUENCE OF SHEAR LOADING DIRECTION. Concrete class C25/ C30/ C40/ C50/ Angle β [ ] 0 tot to
8 Embedment 16xø (Galvanized and SS) SPIT CC- Methode 8/10 Ψ s INFLUENCE OF SPACING FOR CONCRETE CONE RESISTANCE IN TENSILE LOAD S min S S cr,n S cr,n = 3.h ef Ψ S Must be used for each spacing 40 0, ,57 0, ,58 0,56 0,55 0, ,60 0,58 0,57 0, ,66 0,63 0,60 0, ,76 0,71 0,67 0, ,83 0,76 0,72 0, ,00 0,90 0,83 0, ,00 0,92 0, ,00 0, , , ,56 0, ,58 0,57 0, ,63 0,61 0, ,68 0,65 0, ,79 0,74 0, ,84 0,78 0, ,89 0,83 0, ,94 0,87 0, ,00 0,92 0, ,00 0, ,00 Ψ c,n INFLUENCE OF EDGE FOR CONCRETE CONE RESISTANCE IN TENSILE LOAD C min C C cr,n C cr,n = 1,5.h ef Ψ c,n Must be used for each spacing Ψ s-c,v 40 0, ,45 0, ,48 0,44 0, ,56 0,50 0,46 0, ,99 0,84 0,74 0, ,00 0,88 0, ,00 0, , , ,44 0, ,48 0,45 0, ,64 0,58 0, ,72 0,64 0, ,00 0,88 0, ,00 0, ,00 INFLUENCE OF SPACING AND EDGE DISTANCE FOR CONCRETE EDGE RESISTANCE IN SHEAR LOAD Chemische Ankers For single anchor fastening Ψ s-c,v For 2 anchors fastening For 3 anchors fastening and more 84
9 Embedment 20xø (Galvanized and SS) SPIT CC- Methode 9/10 TENSILE in kn Pull - out resistance for dry and wet concrete (1) SHEAR in kn Concrete edge resistance N 0 Rd,p Design pull - out resistance h ef Non-cracked 35,7 55,9 80,4 134,0 195,5 261,4 408,4 Cracked 21,2 33,2 45,2 76,0 118,7 170,9 219,9 Voor de technische gegevens van gescheurd beton zie website V 0 Rd,c Design concrete edge resistance at minimun edge distance (C min) h ef (mm) C min (mm) S min (mm) Non-cracked 2,9 3,9 5,7 8,3 14,3 21,1 36,3 Cracked 2 2,7 4 5,9 10, ,9 γ Mc = 1.5 Concrete cone resistance for dry and wet concrete (1) Pryout failure N 0 Rd,c Design cone resistance h ef Non-cracked 56,7 79,2 104,1 160,3 224,0 294,5 411,5 Cracked 40,5 56,6 74,4 114,5 160,0 210,3 293,9 Voor de technische gegevens van gescheurd beton zie website N Rd,s Std. rod grade 5.8* 12,0 19,3 28,0 52,0 81,3 118,0 186,7 Std. rod grade 8.8* 19,3 30,7 44,7 84,0 130,7 188,0 299,3 Std. rod grade 10.9* 26,4 41,4 60,0 112,1 175,0 252,1 400,7 MAXIMA rod: γ Ms = 1.71 for M8-M16 and γ Ms = 1.49 for M20-M30 Std. rod grade 5.8 and 8.8: γ Ms = 1.5 and 10.9 = γ Ms = 1.5 MAXIMA SS rod: γ Ms = 1.87 for M8-M24 and γ Ms = 2.86 for M30 V 0 Rd,cp Design pryout resistance h ef (mm) Non-cracked 71,5 111,7 160,8 268,1 391,0 522,8 816,8 Cracked 42,4 66,3 90,5 151,9 237,4 341,8 439,8 γ Mcp = 1.5 V Rd,s Std. rod grade 5.8* 7,36 11,6 16,9 31,2 48,8 70,4 112,0 Std. rod grade 8.8* 11,68 18,6 27,0 50,4 78,4 112,8 179,2 Std. rod grade 10.9* 12,2 19,3 28,1 52,0 81,3 117,3 186,7 MAXIMA SS rod: γ Ms = 1.56 for M8-M24 and γ Ms = 2.38 for M30 MAXIMA zinc rod: γ Ms = 1.43 for M8-M16 and γ Ms = 1.5 for M20-M30 Std. rod grade 5.8 and 8.8: γ Ms = 1.25 Std. rod grade 10.9: γ Ms = 1.5 (1) The concrete in the area of the anchorage is water saturated. N Rd = min(n Rd,p ; N Rd,c ; N Rd,s ) β N = N Sd / N Rd 1 V Rd = min(v Rd,c ; V Rd,cp ; V Rd,s ) β V = V Sd / V Rd 1 β N + β V 1.2 INFLUENCE OF CONCRETE INFLUENCE OF SHEAR LOADING DIRECTION. Concrete class C25/ C30/ C40/ C50/ Angle β [ ] 0 tot to
10 Embedment 20xø (Galvanized and SS) SPIT CC- Methode 10/10 Ψ s INFLUENCE OF SPACING FOR CONCRETE CONE RESISTANCE IN TENSILE LOAD S min S S cr,n S cr,n = 3.h ef Ψ S Must be used for each spacing 40 0, ,55 0, ,56 0,55 0,54 0, ,58 0,57 0,56 0, ,66 0,63 0,60 0, ,76 0,71 0,67 0, ,86 0,79 0,74 0, ,00 0,90 0,83 0, ,00 0,92 0, ,00 0, , , ,55 0, ,56 0,55 0, ,60 0,59 0, ,65 0,62 0, ,69 0,66 0, ,75 0,71 0, ,83 0,78 0, ,92 0,85 0, ,00 0,92 0, ,00 0, ,00 Ψ c,n INFLUENCE OF EDGE FOR CONCRETE CONE RESISTANCE IN TENSILE LOAD C min C C cr,n C cr,n = 1,5.h ef Ψ c,n Must be used for each spacing Ψ s-c,v 40 0, ,41 0, ,44 0,40 0, ,50 0,45 0,42 0, ,00 0,85 0,75 0, ,00 0,88 0, ,00 0, ,00 INFLUENCE OF SPACING AND EDGE DISTANCE FOR CONCRETE EDGE RESISTANCE IN SHEAR LOAD 100 0, ,40 0, ,44 0,41 0, ,56 0,51 0, ,75 0,67 0, ,00 0,88 0, ,00 0, ,00 Chemische Ankers For single anchor fastening Ψ s-c,v For 2 anchors fastening For 3 anchors fastening and more 86
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