TH-DEX PRODUCT INFORMATION. Direct fixing concrete screw, for use in cracked and non cracked concrete. TECHNICAL GUIDE Direct fixing anchor
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1 MECHAICAL ACHORS TH Diret fixing onrete srew, for use in raked and non raked onrete Assessed ETA Option 1. Steel with Silver Ruspert oating. PRODUCT IFORMATIO DESCRIPTIO Metalli srew, with thread for fixing in raked and non-raked onrete. OFFICIAL DOCUMETATIO CE-1219-CPR ETA 15/0017 option 1. Delaration of Performane DoP THDEX. SIZES Ø7,5x35( 6) to Ø16x160( 14). DESIG LOAD RAGE From 5,0 to 22,2 k (non-raked). From 3,3 to 19,1 k (raked). BASE MATERIAL Conrete lass C20/25 to C50/60 raked or non-raked. Stone Conrete ASSESSMETS Option 1 (Craked and non raked onrete). Fire Resistane R Ténias Expansivas S.L. Segador 13. Logroño. Spain ETA 15/ Strutural fixings in onrete Reinfored Conrete Craked Conrete CHARACTERISTICS AD BEEFITS Easy installation Use in raked and non-raked onrete. Use for medium-heavy duty loads. Countersunk head version for Ø7,5. Variety of length and diameters: flexiility in assemly Suitale when redued distane to edge and etween anhors is required. Working y mehanial interlok etween onrete and thread. For stati and quasi stati loads. Diret fixing; no wrenh needed. Can e unninstalled leaving the surfae lear. Availale at IDEXal. MATERIALS Srew: Caron steel; Silver Ruspert oating. APPLICATIOS Strutural fixings raked and non raked onrete, inluding industrial and marine environments. Glazing, windows and shop windows. Industrial raks. Installation of railings and handrails in interiors. Fixation of steel strutures, anals, mahinery, oilers, signs, stadium seats, faade sustrutures, et. Fixing of wood strutures in onrete. 1
2 TH MECHAICAL ACHORS MECHAICAL PROPERTIES Threaded area setion A s (mm 2 ) Threaded area setion 23,3 40,8 64,0 144,8 f u,s (/mm 2 ) Chrateristi tension resistane f y,s (/mm 2 ) Yield strength ISTALLATIO DATA SIZE (Øsrew / Ødrill) Código THDEX07XXX THDEX10XXX THDEX12XXX THDEX16XXX d 0 ominal diameter of drill it [mm] T ins Installation torque moment [m] d f Diameter of learane hole in the fixture [mm] h 1 Minimum drill hole depth [mm] h nom Installation depth [mm] h ef Effetive emedment depth [mm] h min Minimum ase material thikness [mm] t fix Maximum thikness of fixture [mm] L - 55 L - 60 L - 70 L s r, Critial spaing [mm] r, Critial edge distane [mm] s r,sp Critial distane (splitting) [mm] r,sp Critial edge distane (splitting) [mm] s min Minimum spaing [mm] min Minimum edge distane [mm] SW Installation wrenh Tinst 2
3 MECHAICAL ACHORS TH Code ISTALLATIO PRODUCTS Hammer drill ISTALLATIO BHDSXXXXX Conrete Drill its MOBOMBA Blow pump MORCEPKIT Cleaning Brush Torque wrenh Hexagonal soket 4 5 Resistanes in C20/25 onrete for an isolated anhor, without effets of edge distane or spaing Charateristi Resistane Rk and V Rk TESIO Size Rk on-raked onrete [k] 9,0 12,0 20,0 40,0 Rk Craked onrete [k] 6,0 9,0 12,0 28,7 SHEAR Size V Rk on-raked onrete [k] 7,5 16,3 35,6 57,9 V Rk Craked onrete [k] 7,5 16,3 35,6 57,9 Design Resistane Rd and V Rd TESIO Size Rd on-raked onrete [k] 5,0 6,7 11,1 22,2 Rd Craked onrete [k] 3,3 5,0 6,7 19,1 SHEAR Size V Rd on-raked onrete [k] 6,0 13,0 28,5 46,3 V Rd Craked onrete [k] 6,0 13,0 28,5 46,3 Maximum Loads Reommended re and V re TESIO Size re on-raked onrete [k] 3,6 4,8 7,9 15,9 re Craked onrete [k] 2,4 3,6 4,8 13,7 SHEAR Size V re on-raked onrete [k] 4,3 9,3 20,3 33,1 V re Craked onrete [k] 4,3 9,3 20,3 33,1 Simplified alulation method European Tehnial Assessment ETA 15/0017 Simplified version of the alulation method aording to ETAG 001, annex C. Resistane is alulated aording to the data shown in assessment ETA 15/0017. Influene of onrete strength. Influene of edge distane. Influene of spaing etween anhors. Influene of reinforements. Influene of ase material thikness. Influene of load appliation angle. Valid for a group of two anhors. The alulation method is ased on the following simplifiation: Different loads do not at on individual anhors, without eentriity. IDEXal For a more aurate alulation and to take more onstrutive provisions into aount, we reommend using our alulation program IDEXal. It may e easily downloaded from our wesite om 3
4 TH MECHAICAL ACHORS TESIO LOADS Steel design resistane: Pull-out design resistane: Conrete one design resistane: Rd,s Rd,p = º Rd,p Rd, = º Rd, s,, re, Conrete splitting design resistane: Rd,sp = º Rd, s,sp,sp re, h,sp Steel Design resistane Rd,s Size º Rd on-raked onrete [k] 12,5 21,8 34,1 77,3 Pull-out design resistane Rd,p = º Rd,p Size º Rd,p on-raked onrete [k] 5,0 6,7 11,1 22,2 º Rd,p Craked onrete [k] 3,3 5,0 6,7 16,7 Conrete one design resistane Rd, = º Rd, s,, re, Conrete splitting design resistane* Rd,sp = º Rd, s,sp,sp re, h,sp Size º Rd, on-raked onrete [k] 7,6 8,5 10,5 22,4 º Rd, Craked onrete [k] 5,4 6,0 7,5 16,0 *Conrete splitting design resistane must only e onsidered for non-raked onrete. 4
5 MECHAICAL ACHORS TH Coeffiients of influene Influene of onrete strength resistane in pul-out failure C 20/25 1,00,ur (on-raked onrete) C 30/37 1,22 1,08 1,04 1,04 C 40/50 1,41 1,15 1,07 1,07 C 50/60 1,55 1,19 1,09 1,09 Influene of onrete strength resistane in pul-out failure C 20/25 1,00,r (Craked onrete) C 30/37 1,22 1,22 1,22 1,12 C 40/50 1,41 1,41 1,41 1,23 C 50/60 1,55 1,55 1,55 1,30 Influene of onrete strength in onret one and splitting failure C 20/25 1,00 C 30/37 1,22 C 40/50 1,41 C 50/60 1,55 = fk,ue 25 >_ 1 5
6 TH MECHAICAL ACHORS S = 0,5 + s <_ 1 s, 2 Sr, Influene of spaing (onrete one) s, s [mm] 45 0, ,70 0,69 Invalid value 55 0,72 0, ,74 0,72 0, ,78 0,76 0, ,82 0,80 0, ,86 0,83 0, ,90 0,87 0,82 0, ,94 0,91 0,85 0, ,98 0,94 0,88 0, ,00 0,97 0,90 0, ,98 0,92 0, ,00 0,93 0, ,95 0, ,98 0, ,00 0, , , , , , , , Value without redution = 1 0, , , , ,00 6
7 MECHAICAL ACHORS TH Influene of spaing (onrete splitting) s,sp s [mm] 45 0, ,70 0,69 Invalid value 55 0,72 0, ,74 0,72 0, ,78 0,76 0, ,82 0,80 0, ,86 0,83 0, ,90 0,87 0,78 0, ,94 0,91 0,81 0, ,98 0,94 0,84 0, ,00 0,97 0,86 0, ,98 0,87 0, ,00 0,88 0, ,90 0, ,92 0, ,94 0, ,95 0, ,98 0, ,00 0, , , , , Value without redution = 1 0, , , , , , , , ,00 S = 0,5 + s <_ 1 s,sp 2 Sr,sp 7
8 TH MECHAICAL ACHORS C 0,5 = 0,35 + 0,15 2,sp C + <_ 1 r,sp C r,sp 2 Influene of onrete edge distane (splitting),sp s [mm] 45 0, ,84 0,81 Invalid value 55 0,90 0, ,96 0,92 0, ,00 0,95 0, ,98 0, ,00 0, , , , , , , , , , , , Value without redution = 1 0, , , , , ,00 8
9 MECHAICAL ACHORS TH Influene of onrete edge distane (onrete one), s [mm] 45 0, ,84 0,81 Invalid value 55 0,90 0, ,96 0,92 0, ,00 0,95 0, ,98 0, ,00 0, , , , , , Value without redution = 1 0, , , , ,98 C 0,5 = 0,35 + 0,15 2, C + <_ 1 r, C r, 2 Influene of reinforements re, re, 0,71 0,725 0,76 0,93 *This fator only applies for a high density of reinforements. If in the area of the anhor there are reinforements with a distaning of 150 mm (any diameter) or with a diameter 10 mm and a distaning of 100 mm, a f re, = 1 fator may e applied. = 0,5 + h ef re, 200 <_ 1 h,sp Influene of ase material thikness h,sp h/hef 2,00 2,20 2,40 2,60 2,80 3,00 3,20 3,40 3,60 3,68 fh 1,00 1,07 1,13 1,19 1,25 1,31 1,37 1,42 1,48 1,50 h,sp ( ) h = <_ 1,5 2 hef 2/3 h 9
10 TH MECHAICAL ACHORS SHEAR LOADS Steel design resistane without lever arm: V Rd,s Pry-out design resistane: V Rd,p = k º Rd, Conrete edge design resistane: V Rd, = Vº Rd, se,v,v re,v,v h,v Steel design resistane V V Rd,s Size V Rd,s [k] 6,0 13,0 28,5 46,3 Pry-out design resistane* V V Rd,p = k º Rd, Size k * º Rd, Conrete one design resistane for tension loads Conrete edge resistane V V Rd, = Vº Rd, se,v,v re,v,v h,v Size Vº Rd, Craked onrete [k] 2,9 3,3 4,1 11,6 on-raked onrete [k] 4,1 4,6 5,8 16,3 10
11 MECHAICAL ACHORS TH Coeffiients of influene Influene of onrete strength in onrete edge failure C 20/25 1,00 C 30/37 1,22 C 40/50 1,41 C 50/60 1,55 = fk,ue 25 >_ 1 Influene of edge distane and spaing se,v FOR OE ACHOR OLY /h ef 0,50 0,75 1,00 1,25 1,50 1,75 2,00 2,25 2,50 2,75 3,00 3,25 3,50 3,75 4,00 4,50 5,00 Isolated 0,35 0,65 1,00 1,40 1,84 2,32 2,83 3,38 3,95 4,56 5,20 5,86 6,55 7,26 8,00 9,55 11,18 FOR TWO ACHORS /h ef 0,50 0,75 1,00 1,25 1,50 1,75 2,00 2,25 2,50 2,75 3,00 3,25 3,50 3,75 4,00 4,50 5,00 1,0 0,24 0,43 0,67 0,93 1,22 1,54 1,89 2,25 2,64 3,04 3,46 3,91 4,37 4,84 5,33 6,36 7,45 1,5 0,27 0,49 0,75 1,05 1,38 1,74 2,12 2,53 2,96 3,42 3,90 4,39 4,91 5,45 6,00 7,16 8,39 s/ 2,0 0,29 0,54 0,83 1,16 1,53 1,93 2,36 2,81 3,29 3,80 4,33 4,88 5,46 6,05 6,67 7,95 9,32 2,5 0,32 0,60 0,92 1,28 1,68 2,12 2,59 3,09 3,62 4,18 4,76 5,37 6,00 6,66 7,33 8,75 10,25 3,0 0,35 0,65 1,00 1,40 1,84 2,32 2,83 3,38 3,95 4,56 5,20 5,86 6,55 7,26 8,00 9,55 11,18 C C S V h > 1,5 V h > 1,5 = ( ) se,v h ef 1,5 1,5 = ( ) ( s ) 1+ 0,5 se,v 3 h ef 11
12 TH MECHAICAL ACHORS C = ( d ),V 0,20 Influene of onrete edge distane,v s [mm] 45 0, ,65 0,69 Invalid value 60 0,63 0,67 0, ,62 0,66 0, ,65 0, , , , , , , Value without redution = 1 0, , , ,62 12
13 MECHAICAL ACHORS TH Influene of reinforements re,v Without perimetral reinforements Perimetral reinforements Ø12 mm Perimetral reinforements with rakets 100 mm on-raked onrete Craked onrete 1 1,2 1,4 Influene of load appliation angle,v Angle, (º) ,V 1,00 1,01 1,05 1,13 1,24 1,40 1,64 1,97 2,32 2,50 0º V 90º = 1 >_ 1,V 2 sin v ( os v) +( 2 2,5 ) Influene of ase material thikness h,v /h 0,67 0,75 0,85 0,95 1,10 1,30 1,65 2,25 3,30 6,65 f h,v 1,00 1,06 1,13 1,19 1,28 1,40 1,57 1,84 2,22 3,16 ( ) 1/2 1,5 C = h,v h >_ 1 h 13
14 TH MECHAICAL ACHORS FIRE RESISTACE Charateristi Resistane* RF30 0,2 0,6 1,3 2,9 RF60 0,2 0,5 1,0 2,2 RF90 0,2 0,4 0,8 1,9 RF120 0,1 0,3 0,6 1,5 Maximum Load Reommended RF30 0,2 0,4 0,9 2,1 RF60 0,2 0,4 0,7 1,6 RF90 0,1 0,3 0,6 1,3 RF120 0,1 0,2 0,5 1,0 *The safety fator for design resistane under fire exposure is =1 (in asene of M,fi other national regulations). As a eresult the Charateristi Resistane is the same as Design Resistane. RAGE Code Size Maximum thikness of fixture Code Size Maximum thikness of fixture THDEX x 30 Ø THDEX x 40 Ø THDEX x 50 Ø THDEX x 60 Ø THDEX ,5 x 35 Ø THDEX ,5 x 45 Ø THDEX ,5 x 60 Ø THDEX ,5 x 80 Ø THDEX ,5 x 100 Ø THDEX x 55 Ø THDEX x 65 Ø THDEX x 75 Ø THDEX x 110 Ø THDEX x 130 Ø THDEX x 65 Ø THDEX x 75 Ø THDEX x 85 Ø THDEX x 100 Ø THDEX x 120 Ø THDEX x 140 Ø THDEX x 80 Ø THDEX x 115 Ø THDEX x 135 Ø THDEX x 160 Ø THDEX x 90 Ø TH-DAV TH-PA Code Size Maximum thikness of fixture Code Size Maximum thikness of fixture THDAV ,5 x 72 Ø6 T THPA ,5 X 50 Ø6 T THDAV ,5 x 92 Ø6 T THDAV ,5 x 112 Ø6 T THDAV ,5 x 132 Ø6 T TH-TRU Code Size Maximum thikness of fixture THDAV ,5 x 152 Ø6 T THTRU ,5 X 50 Ø6 T on assessed sizes. Resistane values and installation data are not appliale to these referenes. For further information, please ontat Tehnial Department. 14
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