SPIT MAXIMA Zinc coated steel
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1 Zinc coated steel 1/4 ETA Bonded anchor in glass capsule T inst d European Technical Approval ETA Option 7 n 03/0008 Ø d f t fix L 45 h ef = h 0 Lp h min d 0 Technical data SPIT MAXIMA Max. Max. thick Min thick Ø thread Drilling Ø drill Ø clearance Total Total Max. Code Code anchor of part to of base depth bit rod capsule tighten rod capsule depth be fixed material lenth torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (m) h ef t fix h min d h O d O d f L L p T inst MAXIMA M MAXIMA M MAXIMA M MAXIMA M MAXIMA M MAXIMA M MAXIMA M APPLICATIO Fixing steel framed structures Fixing machinery (resistant to vibration) Fixing of storage silos, refinery pipework supports Fixing motorway signs Fixing safety barriers MATERIAL Threaded rod M8-M16: cold formed steel F A35-53 Threaded rod M20-M30: 11 SMnPb37 - FA ut: Steel, E grade 6 or 8 Washer: Steel DI 513 Zinc coating 5 m min. F E ISTALLATIO * Anchor mechanical properties M8 M10 M12 M16 M20 M24 M30 Threaded part f uk (/mm 2 ) Min. tensile strength f yk(/mm 2 ) Yield strength As (mm 2 ) Stressed cross-section 36, , ,9 522,8 W el (mm 3 ) Elastic section modulus 31,2 62,3 109,2 277,5 482,4 833,7 1686,0 M 0 Rk,s (m) Characteristic bending moment M (m) Recommended bending moment 9,0 18,4 31,8 81,6 122,9 212,2 429,4 Setting time before tightening torque and applying a load Ambient temperature ( C) SPIT MAXIMA resin Dry concrete Wet concrete T 20 C 20 min. 40 min. 10 C < T < 20 C 30 min. 60 min. 0 C < T 10 C 1 hour 2 hours -5 C < T 0 C 5 hours 10 hours Chemical resistance of the SPIT MAXIMA anchor Chemical Concentration Resistance substances (%) itric acid < 20 (+) itric acid (o) Phosphoric acid < 10 (+) Sulphurous acid 100 (o) Sulphuric acid 30 (+) Ethyl alcohol 15 (+) Beer 100 (+) Carbon dioxide 100 (+) Engine petrol without benzene 100 (o) Hydrogen fluoride 20 (+) Ammonia 100 (+) Chemical Concentration Resistance substances (%) Ethylene glycol 100 (+) Heptane 100 (o) Hexane 100 (o) Methanol 15 (o) Carbon monoxide 100 (+) Washing powder 100 (+) Perchloroethylene 100 (o) Hydrogen peroxide 40 (o) Caustic potash 100 (+) Cement in suspension saturated solution (+) Resistant (+): the samples in contact with the substances did not show any visible damage such as cracks, attacked surfaces, burst corners nor large swelling. Sensitive (o): use with care regarding exposure of the field of usage, precautions to be taken. The samples in contact with the substance slightly attacked the material. * Using the installation tool available in each box of studs. 124
2 Zinc coated steel 2/4 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. Ultimate ( Ru,m, Ru,m ) / characteristic loads ( Rk, Rk ) in k Mean Ultimate loads are derived from test results in admissible service conditions, and characteristic loads are statistically determined. TESILE Ru,m 25,9 44,1 67,2 93,2 105,4 237,6 297,7 Rk 18,3 25,7 37,7 57,1 80,8 119,7 151,9 Ru,m 13,1 21,7 23,32 45,2 73,7 114,7 168,3 Rk 10,8 15,8 19,6 37,2 69,5 96,6 146,5 Design Loads ( Rd, Rd ) for one anchor without edge or spacing influence in k *Derived from test results TESILE Rd 10,2 14,3 20,9 31,7 44,9 66,5 84,4 Mc = 1,8 Rd 7,6 11,0 13,7 26,0 46,3 64,4 97,7 Ms = 1,43 for M8 to M16 and Ms = 1,5 for M20 to M30 Chemical anchors Recommended loads ( rec, rec ) for one anchor without edge or spacing influence in k *Derived from test results with studs grade 10,9 TESILE Rec 7,3 10,2 14,9 22,7 32,0 47,5 60,3 F = 1,4 ; Mc = 1,8 Rec 5,4 7,9 9,8 18,6 33,1 46,0 69,8 F = 1,4 ; Ms = 1,43 for M8 to M16 and Ms = 1,5 for M20 to M30 125
3 Zinc coated steel SPIT CC- Method (values issued from ETA) 3/4 TESILE in k in k Pull out resistance for dry, wet (1) and flooded (2) concrete Concrete edge resistance 0 Rd,p Design pull-out resistance in dry and wet concrete -40 C à +40 C 8,9 13,9 22,2 33,3 41,7 63,9 77,8-40 C à +80 C 5,0 8,9 13,9 22,2 27,8 41,7 52,8 Design pull-out for flooded concrete -40 C à +40 C ,0 28,6 35,7 54,8 66,7-40 C à +80 C ,9 19,0 23,8 35,7 45,2 Mc = 1,8 (wet) ; Mc = 2,1 (flooded) Concrete cone resistance for dry, wet (1) and flooded (2) concrete 0 Rd,c Design concrete cone resistance in dry and wet concrete -40 C à +40 C 8,9 13,9 22,2 33,3 41,7 63,9 77,8-40 C à +80 C 5,0 8,9 13,9 22,2 27,8 41,7 52,8 Design concrete cone for flooded concrete -40 C à +40 C ,0 28,6 35,7 54,8 66,7-40 C à +80 C ,9 19,0 23,8 35,7 45,2 Mc = 1,8 (wet) ; Mc = 2,1 (flooded) 0 Rd,c Design concrete edge resistance at minimum edge distance () S min Rd,c 2,5 3,3 4,8 6,9 12,1 17,9 31,2 Mc = 1,5 Pryout failure 0 Rd,cp Design pryout resistance in dry and wet concrete -40 C à +40 C 21,3 33,3 53,3 80,0 100,0 153,3 186,7-40 C à +80 C 12,0 21,3 33,3 53,3 66,7 100,0 126,7 Design pryout resistance for flooted concrete -40 C à +40 C ,3 80,0 100,0 153,3 186,7-40 C à +80 C ,3 53,3 66,7 100,0 126,7 Mcp = 1,5 Steel resistance Steel resistance Rd,s Steel design tensile resistance Rd,s 12,9 19,9 29, ,2 114,1 181,9 Ms = 1,71 for M8 to M16 and Ms = 1,49 for M20 to M30 Rd,s Steel design shear resistance Rd,s 7,7 11,8 17,7 32,8 39,3 56,6 90,7 Ms = 1,43 for M8 to M16 and Ms = 1,5 for M20 to M30 (1) The concrete in the area of the anchorage is water statured. (2) The concrete is wet, and the hole is full of water. The resin can be injected without remove water. Rd = min( Rd,p ; Rd,c ; Rd,s ) = Sd / Rd 1 Rd = min( Rd,c ; Rd,cp ; Rd,s ) = Sd / Rd 1 + 1,2 f B IFLUECE OF COCRETE f, IFLUECE OF LOADIG DIRECTIO C20/ C30/ ,18 1,07 1,27 C50/ ,53 1,22 1,79 Angle [ ] f, 0 to ,1 70 1,2 80 1,5 90 to β β 80 β β c
4 Zinc coated steel SPIT CC- Method (values issued from ETA) 4/4 s IFLUECE OF SPACIG FOR COCRETE COE RESISTACE I TESILE LOAD s S min < S < S cr, S cr, = 2.h ef S must be used for each spacing influenced the anchors group. SPACIG S Reduction factor s M8 M10 M12 M , ,64 0, ,67 0,65 0,63 0, ,70 0,68 0,65 0, ,77 0,74 0,69 0, ,83 0,79 0,74 0, ,94 0,89 0,82 0, ,00 0,94 0,86 0, ,00 0,91 0, ,00 0, ,00 SPACIG S Reduction factor s M20 M24 M , ,65 0, ,71 0,67 0, ,74 0,69 0, ,76 0,71 0, ,82 0,76 0, ,87 0,80 0, ,94 0,86 0, ,00 0,90 0, ,94 0, ,00 0, ,00 c, IFLUECE OF EDGE FOR COCRETE COE RESISTACE I TESILE LOAD c < C < C cr, C cr, = h ef c, must be used for each distance influenced the anchors group. EDGE C Reduction factor c, M8 M10 M12 M , ,68 0, ,77 0,71 0, ,86 0,79 0,70 0, ,00 0,95 0,83 0, ,00 0,86 0, ,00 0, ,00 EDGE C Reduction factor c, M20 M24 M , ,72 0, ,78 0, ,87 0,75 0, ,00 0,86 0, ,00 0, , ,00 s-c, IFLUECE OF SPACIG AD EDGE DISTACE FOR COCRETE EDGE RESISTACE I LOAD Chemical anchors For single anchor fastening Factor s-c, C 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2 s-c, 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72 s 1 s s 2 s 3 s n-1 For 2 anchors fastening S C Factor s-c, 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2 1,0 0,67 0,84 1,03 1,22 1,43 1,65 1,88 2,12 2,36 2,62 2,89 3,16 1,5 0,75 0,93 1,12 1,33 1,54 1,77 2,00 2,25 2,50 2,76 3,03 3,31 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 2,5 0,92 1,11 1,32 1,54 1,77 2,00 2,25 2,50 2,77 3,04 3,32 3,61 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65 For 3 anchors fastening and more 127
5 Stainless steel 1/4 ETA Bonded anchor in glass capsule T inst d European Technical Approval ETA Option 7 n 03/0009 Ø d f t fix L 45 h ef = h 0 Lp h min d 0 Technical data SPIT MAXIMA Max. Max. thick Min thick Ø thread Drilling Ø drill Ø clearance Total Total Max. Code Code A4 anchor of part to of base depth bit rod capsule tighten rod capsule depth be fixed material lenth torque (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (mm) (m) h ef t fix h min d h O d O d f L L p T inst MAXIMA M MAXIMA M MAXIMA M MAXIMA M MAXIMA M MAXIMA M MAXIMA M Anchor mechanical properties APPLICATIO Fixing steel framed structures Fixing machinery Fixing of storage silos, refinery pipework supports Fixing motorway signs Fixing safety barriers MATERIAL Threaded rod M8-M24: A4-70 acc. ISO Threaded rod M30: A4-50 acc. Iso ut: Stainless steela4-80 (M8- M24), A4-70 (M30), F E Washer: Stainless steel A4, F E ISTALLATIO * M8 M10 M12 M16 M20 M24 M30 Threaded part f uk (/mm 2 ) Min. tensile strength f yk(/mm 2 ) Yield strength As (mm 2 ) Stressed cross-section 32,7 52, , ,9 522,8 W el (mm 3 ) Elastic section modulus 26,4 54,1 95,3 247,0 482,4 833,7 1686,0 M 0 Rk,s (m) Characteristic bending moment M (m) Recommended bending moment 9,0 18,4 32,7 84,5 165,3 285,7 412,7 Setting time before tightening torque and applying a load Ambient temperature ( C) SPIT MAXIMA resin Dry concrete Wet concrete T 20 C 20 min. 40 min. 10 C< T < 20 C 30 min. 60 min. 0 C < T 10 C 1 hour 2 hours -5 C < T 0 C 5 hours 10 hours Chemical resistance of the SPIT MAXIMA anchor Chemical Concentration Resistance substances (%) itric acid < 20 (+) itric acid (o) Phosphoric acid < 10 (+) Sulphurous acid 100 (o) Sulphuric acid 30 (+) Ethyl alcohol 15 (+) Beer 100 (+) Carbon dioxide 100 (+) Engine petrol without benzene 100 (o) Hydrogen fluoride 20 (+) Ammonia 100 (+) Chemical Concentration Resistance substances (%) Ethylene glycol 100 (+) Heptane 100 (o) Hexane 100 (o) Methanol 15 (o) Carbon monoxide 100 (+) Washing powder 100 (+) Perchloroethylene 100 (o) Hydrogen peroxide 40 (o) Caustic potash 100 (+) Cement in suspension saturated solution (+) Resistant (+): the samples in contact with the substances did not show any visible damage such as cracks, attacked surfaces, burst corners nor large swelling. Sensitive (o): use with care regarding exposure of the field of usage, precautions to be taken. The samples in contact with the substance slightly attacked the material. * Using the installation tool available in each box of studs. 128
6 Stainless steel 2/4 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. Ultimate ( Ru,m, Ru,m ) / characteristic loads ( Rk, Rk ) in k Mean Ultimate loads are derived from test results in admissible service conditions, and characteristic loads are statistically determined. TESILE Ru,m 25,9 44,1 67,2 93,2 105,4 237,6 297,7 Rk 18,3 25,7 37,7 57,1 80,8 119,7 151,9 Ru,m 13,2 20,8 30,3 56,5 70, ,1 Rk 11,0 17,4 25,3 47,1 59,0 85,0 135,9 Design Loads ( Rd, Rd ) for one anchor without edge or spacing influence in k *Derived from test results TESILE Rd 10,2 14,3 20,9 31,7 44,9 66,5 84,4 Mc = 1,8 Rd 7,0 11,2 16,3 30,4 38,1 54,8 57,1 Ms = 1,55 for M8 to M24 and Ms = 2,38 for M30 Chemical anchors Recommended loads ( rec, rec ) for one anchor without edge or spacing influence in k Derived from test results with studs grade 10,9 TESILE Rec 7,3 10,2 14,9 22,7 32,0 47,5 60,3 F = 1,4 ; Mc = 1,8 Rec 5,0 8,0 11,6 21,7 27,2 39,1 40,8 F = 1,4 ; Ms = 1,55 for M8 to M24 and Ms = 2,38 for M30 129
7 Stainless steel SPIT CC- Method (values issued from ETA) 3/4 TESILE in k in k Pull out resistance for dry, wet (1) and flooded (2) concrete Concrete edge resistance 0 Rd,p Design pull-out resistance in dry and wet concrete -40 C à +40 C 8,9 13,9 22,2 33,3 41,7 63,9 77,8-40 C à +80 C 5,0 8,9 13,9 22,2 27,8 41,7 52,8 Design pull-out for flooded concrete -40 C à +40 C ,0 28,6 35,7 54,8 66,7-40 C à +80 C ,9 19,0 23,8 35,7 45,2 Mc = 1,8 (wet) ; Mc = 2,1 (flooded) Concrete cone resistance for dry, wet (1) and flooded (2) concrete 0 Rd,c Design concrete cone in dry and wet concrete -40 C à +40 C 8,9 13,9 22,2 33,3 41,7 63,9 77,8-40 C à +80 C 5,0 8,9 13,9 22,2 27,8 41,7 52,8 Design concrete cone for flooded concrete -40 C à +40 C ,0 28,6 35,7 54,8 66,7-40 C à +80 C ,9 19,0 23,8 35,7 45,2 Mc = 1,8 (wet) ; Mc = 2,1 (flooded) 0 Rd,c Design concrete edge resistance at minimum edge distance () S min Rd,c 2,5 3,3 4,8 6,9 12,1 17,9 31,2 Mc = 1,5 Pryout failure 0 Rd,cp Design pryout resistance in dry and wet concrete -40 C à +40 C 21,3 33,3 53,3 80,0 100,0 153,3 186,7-40 C à +80 C 12,0 21,3 33,3 53,3 66,7 100,0 126,7 Design pryout resistance for flooted concrete -40 C à +40 C ,3 80,0 100,0 153,3 186,7-40 C à +80 C ,3 53,3 66,7 100,0 126,7 Mcp = 1,5 Steel resistance Steel resistance Rd,s Steel design tensile resistance Rd,s 12,9 19,9 29, ,2 114,1 181,9 Ms = 1,71 for M8 to M16 and Ms = 1,49 for M20 to M30 Rd,s Steel design shear resistance Rd,s 7,1 11,0 16,1 30,3 38,0 54,8 57,1 Ms = 1,55 for M8 to M24 and Ms = 2,38 for M30 (1) The concrete in the area of the anchorage is water statured. (2) The concrete is wet, and the hole is full of water. The resin can be injected without remove water. Rd = min( Rd,p ; Rd,c ; Rd,s ) = Sd / Rd 1 Rd = min( Rd,c ; Rd,cp ; Rd,s ) = Sd / Rd 1 + 1,2 f B IFLUECE OF COCRETE f, IFLUECE OF LOADIG DIRECTIO C20/ C30/ ,18 1,07 1,27 C50/ ,53 1,22 1,79 Angle [ ] f, 0 to ,1 70 1,2 80 1,5 90 to β β 80 β β c
8 Stainless steel SPIT CC- Method (values issued from ETA) 4/4 s IFLUECE OF SPACIG FOR COCRETE COE RESISTACE I TESILE LOAD s S min < S < S cr, S cr, = 2.h ef S must be used for each spacing influenced the anchors group. SPACIG S Reduction factor s M8 M10 M12 M , ,64 0, ,67 0,65 0,63 0, ,70 0,68 0,65 0, ,77 0,74 0,69 0, ,83 0,79 0,74 0, ,94 0,89 0,82 0, ,00 0,94 0,86 0, ,00 0,91 0, ,00 0, ,00 c, IFLUECE OF EDGE FOR COCRETE COE RESISTACE I TESILE LOAD SPACIG S Reduction factor s M20 M24 M , ,65 0, ,71 0,67 0, ,74 0,69 0, ,76 0,71 0, ,82 0,76 0, ,87 0,80 0, ,94 0,86 0, ,00 0,90 0, ,94 0, ,00 0, ,00 c < C < C cr, C cr, = h ef c, must be used for each distance influenced the anchors group. EDGE C Reduction factor c, M8 M10 M12 M , ,68 0, ,77 0,71 0, ,86 0,79 0,70 0, ,00 0,95 0,83 0, ,00 0,86 0, ,00 0, ,00 EDGE C Reduction factor c, M20 M24 M , ,72 0, ,78 0, ,87 0,75 0, ,00 0,86 0, ,00 0, , ,00 s-c, IFLUECE OF SPACIG AD EDGE DISTACE FOR COCRETE EDGE RESISTACE I LOAD Chemical anchors For single anchor fastening C Factor s-c, 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2 s-c, 1,00 1,31 1,66 2,02 2,41 2,83 3,26 3,72 4,19 4,69 5,20 5,72 s 1 s 2 s 3 s s n-1 For 2 anchors fastening S C Factor s-c, 1,0 1,2 1,4 1,6 1,8 2,0 2,2 2,4 2,6 2,8 3,0 3,2 1,0 0,67 0,84 1,03 1,22 1,43 1,65 1,88 2,12 2,36 2,62 2,89 3,16 1,5 0,75 0,93 1,12 1,33 1,54 1,77 2,00 2,25 2,50 2,76 3,03 3,31 2,0 0,83 1,02 1,22 1,43 1,65 1,89 2,12 2,38 2,63 2,90 3,18 3,46 2,5 0,92 1,11 1,32 1,54 1,77 2,00 2,25 2,50 2,77 3,04 3,32 3,61 3,0 1,00 1,20 1,42 1,64 1,88 2,12 2,37 2,63 2,90 3,18 3,46 3,76 3,5 1,30 1,52 1,75 1,99 2,24 2,50 2,76 3,04 3,32 3,61 3,91 4,0 1,62 1,86 2,10 2,36 2,62 2,89 3,17 3,46 3,75 4,05 4,5 1,96 2,21 2,47 2,74 3,02 3,31 3,60 3,90 4,20 5,0 2,33 2,59 2,87 3,15 3,44 3,74 4,04 4,35 5,5 2,71 2,99 3,28 3,71 4,02 4,33 4,65 6,0 2,83 3,11 3,41 3,71 4,02 4,33 4,65 For 3 anchors fastening and more 131
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Features and Benefits Version 23/12/2013 High bond strength with High load resistance Used with all grades of threaded rod and rebar in accordance with TR029 Used in non-cracked and cracked concrete Fast
Cracked Concrete. Introduction. Cracked Concrete CRACKED CONCRETE
Introduction CRACKED CONCRETE Cracked Concrete Cracked Concrete Introduction When selecting a post-installed anchor for a connection detail, there are a number of areas that need to be considered such
English translation prepared by CSTB - Original version in French language
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R-RBL Rawlbolt - Loose Bolt for use in cracked and non-cracked concrete
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PRODUCT DATA SHEET SAFETY BOLT
S SK B S A4 SK A4 B A4 PRODUCT DATA SHEET SAFETY BOLT LEGENDARY TWIN-CONE HEAVY DUTY ANCHOR FOR HI-POWER PERFORMANCE www.sormat.com facebook.com/sormat youtube.com/sormatfixing 1 Legendary twin-cone heavy
Page 9, issued on 03. February 2009 Threaded rod M8, M10, M12, M16, M20, M24, M27, M30 with washer and hexagon nut L df h h ef 0 tfix h min Reinforcing bar 8, 10, 12, 14, 16, 20, 25, 28, 32 acc. to Annex
Declaration of Performance No. DPGEB1018 v2
G&B Fissaggi S.r.l. C.so Savona 22 10029 Villastellone (TO), Italia tel. +39 011 9619433 - fax +39 011 9619382 www.gebfissaggi.com - info@gebfissaggi.com p. 1/5 Declaration of No. DPGEB1018 v2 1. Unique
Anchor Fastening Technology Manual 09 / 2012
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SIMPLY THE BEST HEAVY DUTY SELF-UNDERCUTTING ANCHOR IN THE WORLD
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English translation prepared by CSTB - Original version in French language
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Anchor Fastening Technology Manual 09 / 2012
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HST3 Metal expansion anchor
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English translation prepared by CSTB - Original version in French language. Smart expansion anchor types H / T / K
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Declaration of Performance
Expandet ESI Extreme Pro, EVL Extreme Pro (galvanized or stainless steel bonded anchor) Intended use or uses of the construction product according to ETAG 001 parts 1 and 5 Generic type Bonded anchor for
Designated according to Article 29 of Regulation (EU) No 305/2011 and member of EOTA (European Organisation for Technical Assessment)
INSTYTUT TECHNIKI BUDOWLANEJ PL 00-611 WARSZAWA ul. Filtrowa 1 tel.: (+48 22) 825-04-71 (+48 22) 825-76-55 fax: (+48 22) 825-52-86 www.itb.pl Designated according to Article 29 of Regulation (EU) No 305/2011
Declaration of Performance
G&B Fissaggi S.r.l. C.so Savona 22 10029 Villastellone (TO), Italia tel. +39 011 9619433 - fax +39 011 9619382 www.gebfissaggi.com - info@gebfissaggi.com p. 1/12 Declaration of Performance No. DPGEB1009
HUS3-H 8 / 10 / 14 Carbon steel concrete screw with hexagonal head. HUS3-C 8 / 10 Carbon steel concrete screw with countersunk head
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HSV Carbon steel with DIN 125 washer. HSV-BW Carbon steel with DIN 9021 washer and DIN 127b spring washer
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ETA-11/0141 of 08/08/2016. European Technical Assessment. General Part. Technical Assessment Body issuing the. Instytut Techniki Budowlanej
INSTYTUT TECHNIKI BUDOWLANEJ PL 00-611 WARSZAWA ul. Filtrowa 1 tel.: (+48 22) 825-04-71 (+48 22) 825-76-55 fax: (+48 22) 825-52-86 www.itb.pl European Technical Assessment of 08/08/2016 General Part (English
Declaration of Performance No. DPGEB1006 v2.1
G&B Fissaggi S.r.l. C.so Savona 22 10029 Villastellone (TO), Italia tel. +39 011 9619433 - fax +39 011 9619382 www.gebfissaggi.com - info@gebfissaggi.com p. 1/7 Declaration of No. DPGEB1006 v2.1 1. Unique
English translation prepared by CSTB - Original version in French language. Tecfi S.p.A. SS Appia km 193 Pastorano (CE) 81050, Italia
Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 www.eota.eu Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical
Hilti, Inc South 122 nd East Avenue Tulsa, OK
Attached are page(s) from the 2014 Hilti North American Product Tech Guide. For complete details on this product, including data development, product specifications, general suitability, installation,
Technical data No. 17/0001 of 25/04/2017
Hilti Corporation Feldkircherstrasse 100 FL-9494 Schaan Principality of Liechtenstein www.hilti.group Technical data No. 17/0001 of 25/04/2017 General Part Trade name Injection system Hilti HIT-RE 500
VM 250 M WITH THREADED ROD (METRIC)
WITH THREADED ROD (METRIC) WIT-VM 250 Approved for: Concrete C20/25 to C50/60, cracked 420 ml Art.no.: 0903450200 330 ml Art.no.: 0903450202 Galvanized (5 microns): M8 - M30 300 ml Art.no.: 0903450201
1 Input data. Profis Anchor Company: Specifier: Address: Phone I Fax: Page: Project: Sub-Project I Pos. No.
Specifier's comments: 1 1 Input data Anchor type and diameter: HIT-HY 200-R + HIT-Z M12 Effective embedment depth: h ef,opti = 104 mm (h ef,limit = 144 mm) Material: DIN EN ISO 4042 Evaluation Service
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R-RBL Rawlbolt - Loose Bolt for use in hollow core slab and cera mic substrates
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PRODUCT DATA SHEET THROUGH BOLTS S-KA S-KAK S-KAH A4 S-KAH HCR S-KAR A2 HHA A2
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Designated according to Article 29 of Regulation (EU) No 305/2011 and member of EOTA (European Organisation for Technical Assessment)
INSTYTUT TECHNIKI BUDOWLANEJ PL 00-611 WARSZAWA ul. Filtrowa 1 tel.: (+48 2 825-04-71 (+48 2 825-76-55 fax: (+48 2 825-52-86 www.itb.pl Designated according to Article 29 of Regulation (EU) No 305/2011
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S-KA S-KAK S-KAH A4 S-KAH HCR S-KAR A2 S-HHA A2 PRODUCT DATA SHEET THROUGH BOLTS www.sormat.com facebook.com/sormat youtube.com/sormatfixing 1 Premium-quality through bolts for fixing in cracked and non-cracked
English translation prepared by CSTB - Original version in French language SPIT EPOMAX. Société SPIT Route de Lyon F BOURG-LES-VALENCE FRANCE
Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 www.eota.eu Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical
Hilti HIT-HY 200-R 500 ml foil pack (also available as 330 ml foil pack) Static mixer
with HIT-V Hilti HIT-HY 200 with HIT-V Injection Mortar System Benefits Hilti HIT-HY 200-R 500 ml foil pack (also available as 330 ml foil pack) Static mixer HIT-V rods HIT-V (Zinc) HIT-V-F (Gal) HIT-V-R
English translation prepared by CSTB - Original version in French language. Injection system DeWalt PURE110-PRO
Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical Assessment
European Technical Assessment. ETA-11/0336 of 17 July English translation prepared by DIBt - Original version in German language.
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Société SPIT Route de Lyon F BOURG-LES-VALENCE France. Société SPIT Route de Lyon F BOURG-LES-VALENCE France
Member of Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès CHAMPS-SUR-MARNE F-77447 Marne-la-Vallée Cedex 2 www.eota.eu Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 European Technical
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27.1 SAFETY ANCHORS 27.1 GENERAL INFORMATION PERFORMANCE RELATED MATERIAL INSTALLATION RELATED Product A high security, high performance, through fixing, torque controlled expansion anchor which has approval
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E TA TECHNICAL REPORT. Evaluation of Anchorages in Concrete concerning Resistance to Fire. TR 020 Edition May 2004
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ITH 165 Pe art. 72900 Application in noncracked concrete ITH 300 Pe art. 72940 ITH 410 Pe art. 72941 Content Page Product description 2 Properties and benefits 2 Sample applications 2 Applications and
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The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 16.1.
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(English language translation, the original version is in French language) SPIT MAXIMA A4. Société SPIT Route de Lyon F BOURG-LES-VALENCE France
Centre Scientifique et Technique du Bâtiment 84 avenue Jean Jaurès Champs sur Marne F-77447 Marne-la-Vallée Cedex 2 Tél. : (33) 01 64 68 82 82 Fax : (33) 01 60 05 70 37 Autorisé et notifié conformément
1 Input data. Profis Anchor Company: Specifier: Address: Phone I Fax: Obeikan Tensile Struct
1 Specifier's comments: Typiacl Base plate Design (B3) for Nodes 5985 & 5977- Critical Combination LC17 (1.2D.L.+1.6S+0.8WX CASE B) 1 Input data Anchor type and diameter: HIT-HY 200 + HIT-V (8.8) M27 Seismic/Filling
English translation prepared by CSTB - Original version in French language
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HSA Carbon steel with DIN 125 washer. HSA-R Stainless steel A4 with DIN 125 washer. HSA-R2 Stainless steel A2 with DIN 125 washer
Anchor version Benefits HSA Carbon steel with DIN 125 washer HSA-R Stainless steel A4 with DIN 125 washer HSA-R2 Stainless steel A2 with DIN 125 washer HSA-BW Carbon steel with DIN 9021 washer HSA-F Carbon
Hilti HIT-RE 100 mortar with rebar (as anchor)
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Designated. according to. Article29 of. Regulation (EU) Nº 305/2011. English translation prepared by IETcc. Original version in Spanish language
Member of Designated according to Article29 of www.eota.eu Regulation (EU) INSTITUTO DE CIENCIAS DE LA CONSTRUCCIÓN EDUARDO TORROJA C/ Serrano Galvache n. 4 28033 Madrid (Spain) Tel.: (34) 91 302 04 40
fischer fixing compass Cracked concrete.
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General Information. Installation Information Design Information Material Information Ordering Information
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English translation prepared by CSTB - Original version in French language. FRIULSIDER Via Trieste,1 I San Giovanni al Natisone (UDINE) ITALIE
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Drop-in Anchor E / ES Steel, zinc plated
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Typical Applications. 1) Concrete Temperature 2) Cartridge Temperature must be min. +15 C. 3) Cartridge Temperature must be under +20 C.
Vinylester Injection System with ETA Assessment Option 1 for Cracked & Non-Cracked Concrete. SA TS 101:2015 Compliant Suitable Anchor Rods M8 - M30 and 8.8 Zinc Plated and Hot Dip Galvanized Stainless
Hammer-Capsule CHEMICAL PRODUCT DESCRIPTION SUGGESTED SPECIFICATION APPROVALS AND LISTINGS HAMMER CAPSULE SPECIFICATIONS
22 INSTALLATION OF ANCHORS OVERHEAD Prior to installing adhesive anchors overhead or in walls, consult with the governing building authority to determine the requirements for fire safety guidelines. The
Intended uses of the construction product, in accordance with the applicable harmonized technical specification as foreseen by the manufacturer:
DoP SM0BS00 page / 7 SM0BS00 Unique identification code of the product-type: TURBO SMART concrete screw Type or serial number or any other element allowing identification of the construction product as
ChemSet 101 PLUS. Chemical Anchoring - Anchor Studs 12.1 CHEMICAL INJECTION ANCHORING 12.1 GENERAL INFORMATION. Product
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Declaration of Performance
Declaration of Performance 1343-CPR-M 530-11/01.15 1. Unique identification code of the product-type: Bonded injection type anchor Mungo MIT Tropical and MIT- VE Plus for use in non-cracked concrete 2.
EJOT Chemical Anchoring Systems. High strength anchoring of threaded resin studs into masonry blocks, cracked and non-cracked concrete
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Hilti HIT-RE 10 mortar Economical epoxy mortar for concrete
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Hilti, Inc South 122 nd East Avenue Tulsa, OK
Attached are page(s) from the 2011 Hilti North American Product Tech Guide. For complete details on this product, including data development, product specifications, general suitability, installation,
Designated. according to. Article29 of. Regulation (EU) Nº 305/2011. English translation prepared by IETcc. Original version in Spanish language
Member of Designated according to Article29 of www.eota.eu Regulation (EU) INSTITUTO DE CIENCIAS DE LA CONSTRUCCIÓN EDUARDO TORROJA C/ Serrano Galvache n. 4 28033 Madrid (Spain) Tel.: (34) 91 302 04 40
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