d S1 HDA-P cut-out for setting /removal tool, turned through 90 l S

Transcription

1

2

3

4

5 HDA - Dimensions HDA-T d S3 d S2 d S1 ut-out for setting / removal tool, turned through 90 d C l S d B AF l B HDA-P d S3 d S2 d S1 ut-out for setting /removal tool, turned through 90 d C l S d B AF l B Anhor t fix l B Length l S AF d S1 d S2 d S3 d C d B [mm] [mm] ode [mm] [mm] [mm] [mm] [mm] [mm] [mm] HDA-P/PR/PF20-M10*100/ I HDA-T/TR/TF 20-M10*100/ I HDA-P/PR/PF 22-M12*125/ L HDA-P/PR/PF 22-M12*125/ N HDA-T/TR/TF 22-M12*125/ L HDA-T /TR/TF22-M12*125/ N HDA-P/PR/PF 30-M16*190/ R HDA-P/PR/PF 30-M16*190/ S HDA-T/TR/TF 30-M16*190/ R HDA-T/TR/TF 30-M16*190/ S HDA-P 37-M20*250/ V HDA-P 37-M20*250/ X HDA-T 37-M20*250/ V HDA-T 37-M20*250/ X

6 HDA - Dimensions Stop bit working length, t onnetion end Ø d 0 Stop bit t [mm] d 0 [mm] onnetion end TE-C-HDA-B 20* TE-C TE-C-HDA-B 20* TE-C TE-C-HDA-B 22* TE-C TE-C-HDA-B 22* TE-C TE-C-HDA-B 22* TE-C TE-Y-HDA-B 30* TE-Y TE-Y-HDA-B 30* TE-Y TE-Y-HDA-B 30* TE-Y TE-Y-HDA-B 37* TE-Y TE-Y-HDA-B 37* TE-Y TE-Y-HDA-B 37* TE-Y Setting tool onnetion end d Setting tool d 0 [mm] onnetion end TE-C-HDA-ST 20-M10 20 TE-C TE-C-HDA-ST 22-M12 22 TE-C TE-Y-HDA-ST 30-M16 30 TE-Y TE-Y-HDA-ST 37-M20 37 TE-Y

7 HIT-RE 500 injetion adhesive with rebar Features: Material: Rebar: Cartridge: Dispenser: - base material: onrete - injetion system with high loading apaity - good performane in diamond drilled holes - good performane in wet holes - suitable for water saturated onrete - large diameter appliations - long working time at elevated temperatures - odourless epoxy resin - no expansion fores in base material - small edge distane and anhor spaing - lean and easy handling - Type BSt 500 aording to DIN 488 (See also Euronorm ). For differing rebars, onsult your Hilti advisory servie. - Foil pak: 330 ml, 500ml - Jumbo artridge: 1100 ml - MD2000, BD2000, P3000 F, MD2500, P3500 F, P5000 HY, HIT P-8000 D HIT-RE 500 foil pak, mixer Conrete Rebar setion Close edge distane / spaing Fire resistane Hilti Anhor programme Basi loading data (for a single anhor): HIT-RE 500 with rebar setion All data on this setion applies to For detailed method, see page onrete: See table below. orret setting (See setting operations page 247) no edge distane, spaing and other influenes 3 non-raked onrete Rebar embedment depth [mm]: onrete = C20/25 Rebar diameter [mm] Nominal anh. depth Mean ultimate resistane, R u,m [kn]: onrete = C20/25 Rebar diameter [mm] Tensile, Conrete: NRu,m Tensile, Steel: NRu,m Shear, VRu,m Charateristi resistane, R k [kn]: onrete = C20/25 Rebar diameter [mm] Tensile, Conrete: NRk Tensile, Steel: NRk Shear, VRk Issue

8 HIT-RE 500 injetion adhesive with rebar Following values aording to the Conrete Capaity Method Design resistane, R d [kn]: onrete, f k,ube = 25 N/mm 2 Rebar diameter [mm] Tensile, NRd Shear, VRd Reommended load, L re [kn]: onrete, f k,ube = 25 N/mm 2 Rebar diameter [mm] Tensile, NRe Shear, VRe Setting details hnom d 0 / 0 d h 1 hmin Rebar diameter [mm] d0 [mm] Drill bit diameter h1 [mm] Hole depth hnom [mm] Nominal anhorage depth hmin [mm] Min. thikness of base material ml Filling volume 1) trigger pulls Reommended drilling TE M 5..18M system Diamond drill. DD EC-1, DD 100 DD 100, DD 130, DD 160 1) Holes must be filled approx. 2/3 rds. Temprature of the basematerial: Working time in whih rebar an be inserted and adjusted Curing time before rebar an be fully loaded 40 C 30 C 20 C 10 C 0 C -5 C 12 min. 20 min. 30 min. 2 hours 3 hours 4 hours 4 hours 8 hours 12 hours 24 hours 50 hours 72 hours less than -5 C not allowed The foil pak temperature must be at least +5 C. Installation equipment appropriate drill bit (diamond ore bit) dispenser (MD 2000, BD 2000, P3000 F, P5000 HY, HIT P-8000 D) blow-out pump leaning brushes 246 Issue 2005

9 HIT-RE 500 injetion adhesive with rebar Setting operations 3 Issue

10 HIT-RE 500 injetion adhesive with rebar Anhor geometry and mehanial properties d anhorage depth addtional length aording to appliation Rebar [mm] [mm] Nominal rebar diameter As [mm²] Stressed ross-setion fuk [N/mm²] Nominal tensile strength fyk [N/mm²] Yield strength Detailed design method - Hilti CC (The Hilti CC method is a simplified version of ETAG Annex C.) Caution: In view of the high loads transferable with HIT-RE 500, it must be verified by the user that the load ating on the onrete struture, inluding the loads introdued by the anhor fastening, do not ause failure, e.g. raking, of the onrete struture. TENSION The design tensile resistane of a single anhor is the lower of N Rd, : onrete one/pull-out resistane N Rd,s : steel resistane h N re,/s s N Rd, : Conrete one/pull-out resistane N Rd, N o Rd, f f T B,N f A,N f R,N f Temp f W.sat N 0 Rd,: Conrete one/pull-out resistane onrete ompressive strength, f k,ube = 25 N/mm 2 Rebar [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 N o Rd,1) [kn] Conrete hnom [mm] Nominal anhorage depth ) The design tensile resistane is alulated from the harateristi tensile resistane, N o Rk,, by N o Rd,= N o Rk,/M,N, where the partial safety fator, M,N, is Issue 2005

11 HIT-RE 500 injetion adhesive with rebar f T : Influene of anhorage depth T hat hnom f Limits to atual anhorage, h at : h nom h at 2.0 h nom f B,N : Influene of onrete strength Conrete strength designation (ENV 206) Cylinder ompressive strength, fk,yl [N/mm²] Cube ompressive strength, fk,ube [N/mm²] C20/ C25/ C30/ C35/ C40/ C45/ C50/ Conrete ylinder: Height 30m Diameter 15m Conrete ube: side length 15 m Conrete test speimen geometry fb,n f 25 k,ube f 1 B,N 200 Limits: 25 N/mm² f k,ube 60 N/mm² f A,N : Influene of anhor spaing Anhor spaing, s [mm] Rebar size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø f A,N s 0.5 4h nom Limits: s min s s r,n s min = 0,5h nom s r,n = 2,0h nom 3 Issue

12 HIT-RE 500 injetion adhesive with rebar f R,N : Influene of edge distane Edge Rebar size distane, [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø f R,N h nom Limits min r,n min = 0,5 h nom r,n = 1,0 h nom Note: If more than 3 edges are smaller than r,n, onsult your Hilti tehnial advisory servie. f Temp : Influene of base material temperature Anhor setting: The Hilti HIT-RE 500 bond strength redues when the anhor is set, ures and in servie in a base material temperature range from 5 to +5 C. Hilti HIT-RE 500 adhesive shows a post uring effet. When the adhesive warms up to above +5 C, the bond will reah its full performane. Servie life: Base material temperatures above 50 C will lead to a derease in Hilti HIT-RE 500 bond strength. Base material temperature ftemp anhor setting ftemp servie life -5 C C C C C C C Note: In ase of an anhor fastening, whih is made in base material at a temperature below +5 C and in servie at a temperature over 50 C, only one influening fator of the lower value should be applied. f W.sat : Influene of water saturated onrete f W.sat 0.7 Note: The redution shall only be applied, if the anhor is setted into water-saturated onrete, e.g. onrete members in water, filled water tanks, predrilled holes filled with water for more than 3 days. The redution does not apply, if the onrete is subjeted to short term water influene, e.g. diamond-ored holes. 250 Issue 2005

13 HIT-RE 500 injetion adhesive with rebar N Rd,s : Steel design tensile resistane Rebar [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 1) NRd,s 1) [kn] The design tensile resistane is alulated from the harateristi tensile resistane, NRk,s, by NRd,s= As fuk/ms,n, where the partial safety fator, Ms,N, for rebar setions, type BSt 500, is N Rd : System design tensile resistane N Rd = lower of N Rd, and N Rd,s Combined loading: Only if tensile load and shear load applied (See page 31 and setion 4 Examples ). Detailed design method - Hilti CC (The Hilti CC method is a simplified version of ETAG Annex C.) SHEAR The design shear resistane of a single anhor is the lower of V Rd, : onrete edge resistane V Rd,s : steel resistane h>1.5 >1.5 2 s V re,/s >1.5 Note: If the onditions for h and 2 are not met, onsult your Hilti tehnial advisory servie. 2 3 V Rd, : Conrete edge design resistane The lowest onrete edge design resistane must be alulated. All near edges must be heked (not only the edge in the diretion of shear). The diretion of shear load is aounted for by the fator f,v. V Rd, V 0 Rd, f B,V f AR,V f,v V 0 Rd,: Conrete edge design resistane onrete ompressive strength, f k,ube = 25 N/mm 2 at minimum edge distane min Rebar [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 V o 1) Rd, [kn] min [mm] Min. edge distane ) The design shear resistane is alulated from the harateristi shear resistane, V o Rk,, by V o Rd,= V o Rk,/M,V, where the partial safety fator, M,V, is 1.5. Issue

14 HIT-RE 500 injetion adhesive with rebar f B,V : Influene of onrete strength Conrete strength designation (ENV 206) Cylinder ompressive strength, fk,yl [N/mm²] Cube ompressive strength, fk,ube [N/mm²] f B,V C20/ C25/ C30/ C35/ C40/ C45/ C50/ Conrete ylinder: Height 30m, Diameter 15m Conrete ube: side length 15 m Conrete test speimen geometry fb,v fk,ube 25 Limits: 25 N/mm 2 f k,ube 60 N/mm 2 f AR,V : Influene of edge distane and spaing f AR,V /min Single-anhor with edge influene, s/min These results are for a two-anhor fastening For fastenings with two or more anhors, use the general formulae for n anhors Issue 2005

15 HIT-RE 500 injetion adhesive with rebar f AR,V : Influene of edge distane and spaing Formula for single-anhor fastening influened only by 1 edge f AR,V min min Formula for two-anhors fastening (edge plus 1 spaing) only valid for s < 3 f AR,V 3 s 6 min min results tabulated below 2,1 s n-1 s 3 s 2 s 1 2,2 General formula for n-anhor fastening (edge plus n-1 spaing) only valid when s1 and sn-1 are eah < 3 and 2 > 1.5 f AR,V 3 s1 s2... s 3 n min n1 min Note: h >1,5 It is assumed that only the row of anhors losest to the free onrete edge arries the entri shear load. f,v : Influene of loading diretion Angle, ß [ ] f,v 0 to to f Formulae:, V 1 1 f, V os ß 0,5 sinß f 2, V for 0 ß 55 for 55 < ß 90 for 90 < ß 180 V... applied shear fore 3 V Rd,s : Steel design shear resistane Rebar [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 VRd,s1) [kn] ) The steel design shear resistane is alulated from VRd,s= (0,6Asfuk)/Ms,V. The partial safety fator, Ms,V, for rebar setions, type BSt 500, is 1.5. V Rd : System design shear resistane V Rd = lower of V Rd, and V Rd,s Combined loading: Only if tensile load and shear load applied (See page 31 and setion 4 Examples ). Issue

16 HSL-3 heavy duty anhor Features: Bolt Material: Versions: HSL-3 HSL-3-G HSL-3-B HSL-3-SK HSL-3-SH - suitable for the tension zone - high loading apaity - fore-ontrolled expansion - reliable pull-down of part fastened - no rotation in hole when tightening bolt - grade 8.8 a. DIN EN ISO galvanised to min. 5 mirons - bolt - nut - safety ap (automati torque ontrol) - ountersunk head - soket head HSL-3 HSL-3-G HSL-3-B Conrete Tensile zone Fire resistane Hilti Anhor Programme Close edge distane/ spaing HSL-3-SK Fatigue Shok HSL-3-SH Basi loading data (for a single anhor): HSL-3 / HSL-3-B / HSL-3-SH*/ HSL-3-SK* All data on this page applies to onrete: as speified in the table no edge distane and spaing influene orret setting (See setting operations page 56) steel failure For detailed design method, see pages non-raked onrete raked onrete Mean ultimate resistane, R u,m [kn]: onrete C20/25 Anhor size M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tensile N Ru,m Shear V Ru,m Charateristi resistane, R k [kn]: onrete C20/25 Anhor size M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tensile N Rk Shear V Rk * HSL-3-SH, HSL-3-SK is only available up to M12 52

17 HSL-3 heavy duty anhor Following values aording to the: Conrete Capaity Method Design resistane, R d [kn]: onrete f k,ube = 25 N/mm 2 Anhor size M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tensile N Rd Shear V Rd Reommended load, L re [kn]: onrete f k,ube = 25 N/mm 2 Anhor size M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tensile N Re Shear V Re Basi loading data (for a single anhor): HSL-3 G All data on this setion applies to onrete: as speified in the table no edge distane and spaing influene orret setting (See setting operations page 56) steel failure For detailed design method, see pages non-raked onrete raked onrete Charateristi resistane, R k [kn]: onrete C20/25 Anhor size M8 M10 M12 M16 M20 M8 M10 M12 M16 M20 Tensile N Rk Shear V Rk Following values aording the: Conrete Capaity Method Design resistane, R d [kn]: onrete f k,ube = 25 N/mm 2 Anhor size M8 M10 M12 M16 M20 M8 M10 M12 M16 M20 Tensile N Rd Shear V Rd Reommended load L re [kn]: f k,ube = 25 N/mm 2 Anhor size M8 M10 M12 M16 M20 M8 M10 M12 M16 M20 Tensile N Re Shear V Re Installation equipment Rotary hammer (TE1, TE2, TE5, TE6, TE6A, TE15, TE15-C, TE18-M, TE35, TE55, TE76), hammer, torque wrenh, blow out pump. 53

18 HSL-3 heavy duty anhor Setting details HSL-3 Anhor size M8/ t fix M10/ t fix M12/ t fix M16/ t fix M20/ t fix M24/ t fix t fix [mm] Fastenable thikness (small/medium/large) 1) 5/20/40 5/20/40 5/25/50 10/25/50 10/30/60 10/30/60 d 0 [mm] Nominal diameter of drill hole [mm] Diameter of drill bit h 1 [mm] Depth of drill hole h ef [mm] Effetive anhorage depth l [mm] Anhor length 2) t fix small t fix medium t fix large [mm] Head height and washer d w [mm] Washer diameter h min [mm] Min. base material thikness d f [mm] Clearane hole S W [mm] Width aross T inst [Nm] Torque moment HSL-3-SH Anhor size M8/ t fix M10/ t fix M12/ t fix t fix [mm] Fastenable thikness 1) d 0 [mm] Nominal diameter of drill hole [mm] Diameter of drill bit 12,5 15,5 18,5 h 1 [mm] Depth of drill hole h ef [mm] Effetive anhorage depth l [mm] Anhor length 2) [mm] Head height and washer d w [mm] Washer diameter h min [mm] Min. base material thikness d f [mm] Clearane hole S W [mm] Width aross T inst [Nm] Torque moment ) Other t fix possible 2) Other anhor length possible aording to other t fix HSL-3-SK Anhor size M8/ t fix M10/ t fix M12/ t fix t fix [mm] Fastenable thikness (small/ /large) 1) 10/ d 0 [mm] Nominal diameter of drill hole [mm] Diameter of drill bit 12,5 15,5 18,5 h 1 [mm] Depth of drill hole h ef [mm] Effetive anhorage depth l [mm] Anhor length 2) 80/ h min [mm] Min. base material thikness d f [mm] Clearane hole S W [mm] Size of hexagon soket srew key T inst [Nm] Torque moment ) Other t fix possible 2) Other anhor length possible aording to other t fix 56

19 HSL-3 heavy duty anhor HSL-3-G Anhor size M8/ t fix M10/ t fix M12/ t fix M16/ t fix M20/ t fix t fix [mm] Fastenable thikness (small/medium/large/ 100 mm) 1) 5/20/40/ 100 5/20/40/ 100 5/25/50/ /25/50/ /30/60/1 00 d 0 [mm] Nominal diameter of drill hole [mm] Diameter of drill bit 12,5 15,5 18,5 24,55 28,55 h 1 [mm] Depth of drill hole h ef [mm] Effetive anhorage depth l [mm] Anhor length 2) t fix small t fix medium t fix large t fix = 100 mm [mm] Head height and washer d w [mm] Washer diameter h min [mm] Min. base material thikness d f [mm] Clearane hole (through setting) d f [mm] Clearane hole (only threaded rod arries the load) S W [mm] Width aross T inst [Nm] Torque moment ) Other t fix possible 2) Other anhor length possible aording to other t fix 56

20 HSL-3 heavy duty anhor HSL-3-B Anhor size M12/ t fix M16/ t fix M20/ t fix M24/ t fix t fix [mm] ( small / medium / large) 1) 5/25/50 10/25/50 10/30/60 10/30/60 d 0 [mm] Nominal diameter of drill hole [mm] Diameter of drill bit h 1 [mm] Depth of drill hole h ef [mm] Effetive anhorage depth l [mm] Anhor length 2) t fix small t fix medium t fix large [mm] Head height and washer d w [mm] Washer diameter h min [mm] Min. base material thikness d f [mm] Clearane hole S W [mm] Width aross T inst [Nm] Torque moment ) Other t fix possible 2) Other anhor length possible aording to other t fix Tinst. h ef t fix h min h 1 56

21 HSL-3 heavy duty anhor Setting operations Drill hole. Blow out dust and fragments. Install anhor. Apply tightening torque (for HSL-3-B: no torque wrenh is needed) Anhor mehanial properties Anhor size M8 M10 M12 M16 M20 M24 f uk [N/mm 2 ] Nominal tensile strength f yk [N/mm 2 ] Yield strength A s [mm 2 ] Stressed rossed-setion W [mm 2 ] Elasti moment of resistane M re [Nm] Reommended bending moment without sleeve Detailed design method - Hilti CC (The Hilti CC-Method is a simplified Version of ETAG Annex C) TENSION The tensile design resistane of a single anhor is the lower of, N Rd,p : onrete pull-out resistane N Rd, : onrete one resistane N Rd,s : steel resistane h N re,/s s N Rd,p : Pull-out resistane Pull-out failure mode is only determinating for the anhor sizes M8 and M10 in raked onrete N Rd,p N o Rd,p f B Conrete ompressive strength. f k.ube(150) = 25 N/mm 2 Anhor size M8 M10 N 0 1) Rd,p [kn] raked onrete ) The tensile design resistane is alulated from the tensile harateristi resistane N o Rk,p by N o Rd,p= N o Rk,p/ Mp, where the partial safety fator Mp is equal to 1.8 for M8 and 1.5 for M10. 57

22 HSL-3 heavy duty anhor N Rd, : Conrete one resistane N Rd, N o Rd, f B f A,N f R,N N 0 Rd, : Design onrete one resistane Conrete ompressive strength. f k.ube(150) = 25 N/mm 2 Anhor size M8 M10 M12 M16 M20 M24 N 0 Rd, 1) [kn] non-raked onrete N 0 Rd, 1) [kn] raked onrete h ef [mm] effetive embedment depth ) The tensile design resistane is alulated from the tensile harateristi resistane N o Rk, by N o Rd,= N o Rk,/ M,N, where the partial safety fator M,N is equal to 1.5. f B : Influene of onrete strength Conrete strength designation (ENV 206) Cylinder ompressive strength f k,yl [N/mm²] Cube ompressive strength f k,ube [N/mm²] C20/ C25/ C30/ C35/ C40/ C45/ C50/ Conrete ylinder: Conrete ube: height 30m, 15m side length 15m diameter Conrete test speimen geometry f AN : Influene of anhor spaing Anhor Anhor size spaing s [mm] M8 M10 M12 M16 M20 M f B fb f AN s h Limits: s s min s r,n s r,n f k,ube 25 Limits: 25 N/mm 2 f k,ube(150) 60 N/mm 2 3 h ef ef 60

23 HSL-3 heavy duty anhor f RN : Influene of edge distane Edge distane Anhor size [mm] M8 M10 M12 M16 M20 M f RN Limits: min r,n r,n = 1.5h ef h ef Note: If more than 3 edges are smaller than r,n onsult your Hilti Tehnial Advisory Servie Minimum thikness of onrete member, minimum spaing and minimum edge distane of anhors in raked and unraked onrete Anhor size M8 M10 M12 M16 M20 M24 Minimum spaing s min [mm] for [mm] Minimum edge distane min [mm] for s [mm] Minimum thikness h min [mm] Intermediate values by linear interpolation. N Rd,s : Steel design tensile resistane Anhor size M8 M10 M12 M16 M20 M24 1) N Rd,s 1) [kn] The tensile design resistane is alulated from the tensile harateristi resistane N Rd,s by N Rd,s= N Rk,s/ Ms, where the partial safety fator Ms is 1.5. N Rd : System design tensile resistane N Rd = lower of N Rd,p, N Rd, and N Rd,s Combined loading: Only if tensile load and shear load applied (See page 32 and setion 4 Examples ). Detailed design method - Hilti CC (The Hilti CC-Method is a simplified Version of ETAG Annex C) SHEAR The design shear resistane of a single anhor is the lower of, V Rd, : onrete edge resistane V Rd,s : steel resistane 60 Note: If the onditions for h and 2 are not met, onsult your Hilti tehnial advisory servie. h>1.5 >1.5 2 s V re,/s >1.5 2

24 HSL-3 heavy duty anhor Features: Bolt Material: Versions: HSL-3 HSL-3-G HSL-3-B HSL-3-SK HSL-3-SH - suitable for the tension zone - high loading apaity - fore-ontrolled expansion - reliable pull-down of part fastened - no rotation in hole when tightening bolt - grade 8.8 a. DIN EN ISO galvanised to min. 5 mirons - bolt - nut - safety ap (automati torque ontrol) - ountersunk head - soket head HSL-3 HSL-3-G HSL-3-B Conrete Tensile zone Fire resistane Hilti Anhor Programme Close edge distane/ spaing HSL-3-SK Fatigue Shok HSL-3-SH Basi loading data (for a single anhor): HSL-3 / HSL-3-B / HSL-3-SH*/ HSL-3-SK* All data on this page applies to onrete: as speified in the table no edge distane and spaing influene orret setting (See setting operations page 56) steel failure For detailed design method, see pages non-raked onrete raked onrete Mean ultimate resistane, R u,m [kn]: onrete C20/25 Anhor size M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tensile N Ru,m Shear V Ru,m Charateristi resistane, R k [kn]: onrete C20/25 Anhor size M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tensile N Rk Shear V Rk * HSL-3-SH, HSL-3-SK is only available up to M12 52

25 HSL-3 heavy duty anhor Following values aording to the: Conrete Capaity Method Design resistane, R d [kn]: onrete f k,ube = 25 N/mm 2 Anhor size M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tensile N Rd Shear V Rd Reommended load, L re [kn]: onrete f k,ube = 25 N/mm 2 Anhor size M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M24 Tensile N Re Shear V Re Basi loading data (for a single anhor): HSL-3 G All data on this setion applies to onrete: as speified in the table no edge distane and spaing influene orret setting (See setting operations page 56) steel failure For detailed design method, see pages non-raked onrete raked onrete Charateristi resistane, R k [kn]: onrete C20/25 Anhor size M8 M10 M12 M16 M20 M8 M10 M12 M16 M20 Tensile N Rk Shear V Rk Following values aording the: Conrete Capaity Method Design resistane, R d [kn]: onrete f k,ube = 25 N/mm 2 Anhor size M8 M10 M12 M16 M20 M8 M10 M12 M16 M20 Tensile N Rd Shear V Rd Reommended load L re [kn]: f k,ube = 25 N/mm 2 Anhor size M8 M10 M12 M16 M20 M8 M10 M12 M16 M20 Tensile N Re Shear V Re Installation equipment Rotary hammer (TE1, TE2, TE5, TE6, TE6A, TE15, TE15-C, TE18-M, TE35, TE55, TE76), hammer, torque wrenh, blow out pump. 53

26 HSL-3 heavy duty anhor Setting details HSL-3 Anhor size M8/ t fix M10/ t fix M12/ t fix M16/ t fix M20/ t fix M24/ t fix t fix [mm] Fastenable thikness (small/medium/large) 1) 5/20/40 5/20/40 5/25/50 10/25/50 10/30/60 10/30/60 d 0 [mm] Nominal diameter of drill hole [mm] Diameter of drill bit h 1 [mm] Depth of drill hole h ef [mm] Effetive anhorage depth l [mm] Anhor length 2) t fix small t fix medium t fix large [mm] Head height and washer d w [mm] Washer diameter h min [mm] Min. base material thikness d f [mm] Clearane hole S W [mm] Width aross T inst [Nm] Torque moment HSL-3-SH Anhor size M8/ t fix M10/ t fix M12/ t fix t fix [mm] Fastenable thikness 1) d 0 [mm] Nominal diameter of drill hole [mm] Diameter of drill bit 12,5 15,5 18,5 h 1 [mm] Depth of drill hole h ef [mm] Effetive anhorage depth l [mm] Anhor length 2) [mm] Head height and washer d w [mm] Washer diameter h min [mm] Min. base material thikness d f [mm] Clearane hole S W [mm] Width aross T inst [Nm] Torque moment ) Other t fix possible 2) Other anhor length possible aording to other t fix HSL-3-SK Anhor size M8/ t fix M10/ t fix M12/ t fix t fix [mm] Fastenable thikness (small/ /large) 1) 10/ d 0 [mm] Nominal diameter of drill hole [mm] Diameter of drill bit 12,5 15,5 18,5 h 1 [mm] Depth of drill hole h ef [mm] Effetive anhorage depth l [mm] Anhor length 2) 80/ h min [mm] Min. base material thikness d f [mm] Clearane hole S W [mm] Size of hexagon soket srew key T inst [Nm] Torque moment ) Other t fix possible 2) Other anhor length possible aording to other t fix 56

27 HSL-3 heavy duty anhor HSL-3-G Anhor size M8/ t fix M10/ t fix M12/ t fix M16/ t fix M20/ t fix t fix [mm] Fastenable thikness (small/medium/large/ 100 mm) 1) 5/20/40/ 100 5/20/40/ 100 5/25/50/ /25/50/ /30/60/1 00 d 0 [mm] Nominal diameter of drill hole [mm] Diameter of drill bit 12,5 15,5 18,5 24,55 28,55 h 1 [mm] Depth of drill hole h ef [mm] Effetive anhorage depth l [mm] Anhor length 2) t fix small t fix medium t fix large t fix = 100 mm [mm] Head height and washer d w [mm] Washer diameter h min [mm] Min. base material thikness d f [mm] Clearane hole (through setting) d f [mm] Clearane hole (only threaded rod arries the load) S W [mm] Width aross T inst [Nm] Torque moment ) Other t fix possible 2) Other anhor length possible aording to other t fix 56

28 HSL-3 heavy duty anhor HSL-3-B Anhor size M12/ t fix M16/ t fix M20/ t fix M24/ t fix t fix [mm] ( small / medium / large) 1) 5/25/50 10/25/50 10/30/60 10/30/60 d 0 [mm] Nominal diameter of drill hole [mm] Diameter of drill bit h 1 [mm] Depth of drill hole h ef [mm] Effetive anhorage depth l [mm] Anhor length 2) t fix small t fix medium t fix large [mm] Head height and washer d w [mm] Washer diameter h min [mm] Min. base material thikness d f [mm] Clearane hole S W [mm] Width aross T inst [Nm] Torque moment ) Other t fix possible 2) Other anhor length possible aording to other t fix Tinst. h ef t fix h min h 1 56

29 HSL-3 heavy duty anhor Setting operations Drill hole. Blow out dust and fragments. Install anhor. Apply tightening torque (for HSL-3-B: no torque wrenh is needed) Anhor mehanial properties Anhor size M8 M10 M12 M16 M20 M24 f uk [N/mm 2 ] Nominal tensile strength f yk [N/mm 2 ] Yield strength A s [mm 2 ] Stressed rossed-setion W [mm 2 ] Elasti moment of resistane M re [Nm] Reommended bending moment without sleeve Detailed design method - Hilti CC (The Hilti CC-Method is a simplified Version of ETAG Annex C) TENSION The tensile design resistane of a single anhor is the lower of, N Rd,p : onrete pull-out resistane N Rd, : onrete one resistane N Rd,s : steel resistane h N re,/s s N Rd,p : Pull-out resistane Pull-out failure mode is only determinating for the anhor sizes M8 and M10 in raked onrete N Rd,p N o Rd,p f B Conrete ompressive strength. f k.ube(150) = 25 N/mm 2 Anhor size M8 M10 N 0 1) Rd,p [kn] raked onrete ) The tensile design resistane is alulated from the tensile harateristi resistane N o Rk,p by N o Rd,p= N o Rk,p/ Mp, where the partial safety fator Mp is equal to 1.8 for M8 and 1.5 for M10. 57

30 HSL-3 heavy duty anhor N Rd, : Conrete one resistane N Rd, N o Rd, f B f A,N f R,N N 0 Rd, : Design onrete one resistane Conrete ompressive strength. f k.ube(150) = 25 N/mm 2 Anhor size M8 M10 M12 M16 M20 M24 N 0 Rd, 1) [kn] non-raked onrete N 0 Rd, 1) [kn] raked onrete h ef [mm] effetive embedment depth ) The tensile design resistane is alulated from the tensile harateristi resistane N o Rk, by N o Rd,= N o Rk,/ M,N, where the partial safety fator M,N is equal to 1.5. f B : Influene of onrete strength Conrete strength designation (ENV 206) Cylinder ompressive strength f k,yl [N/mm²] Cube ompressive strength f k,ube [N/mm²] C20/ C25/ C30/ C35/ C40/ C45/ C50/ Conrete ylinder: Conrete ube: height 30m, 15m side length 15m diameter Conrete test speimen geometry f AN : Influene of anhor spaing Anhor Anhor size spaing s [mm] M8 M10 M12 M16 M20 M f B fb f AN s h Limits: s s min s r,n s r,n f k,ube 25 Limits: 25 N/mm 2 f k,ube(150) 60 N/mm 2 3 h ef ef 60

31 HSL-3 heavy duty anhor f RN : Influene of edge distane Edge distane Anhor size [mm] M8 M10 M12 M16 M20 M f RN Limits: min r,n r,n = 1.5h ef h ef Note: If more than 3 edges are smaller than r,n onsult your Hilti Tehnial Advisory Servie Minimum thikness of onrete member, minimum spaing and minimum edge distane of anhors in raked and unraked onrete Anhor size M8 M10 M12 M16 M20 M24 Minimum spaing s min [mm] for [mm] Minimum edge distane min [mm] for s [mm] Minimum thikness h min [mm] Intermediate values by linear interpolation. N Rd,s : Steel design tensile resistane Anhor size M8 M10 M12 M16 M20 M24 1) N Rd,s 1) [kn] The tensile design resistane is alulated from the tensile harateristi resistane N Rd,s by N Rd,s= N Rk,s/ Ms, where the partial safety fator Ms is 1.5. N Rd : System design tensile resistane N Rd = lower of N Rd,p, N Rd, and N Rd,s Combined loading: Only if tensile load and shear load applied (See page 32 and setion 4 Examples ). Detailed design method - Hilti CC (The Hilti CC-Method is a simplified Version of ETAG Annex C) SHEAR The design shear resistane of a single anhor is the lower of, V Rd, : onrete edge resistane V Rd,s : steel resistane 60 Note: If the onditions for h and 2 are not met, onsult your Hilti tehnial advisory servie. h>1.5 >1.5 2 s V re,/s >1.5 2

32 HSL-3 heavy duty anhor V Rd, : Conrete edge design resistane The lowest onrete edge resistane must be alulated. All nearby edges must be heked, (not only the edge in the diretion of shear). Shear diretion is aounted for by the fator f,v. V Rd, V o Rd, f B f,v f AR,V V 0 Rd, : Conrete edge design resistane Conrete ompressive strength f k,ube(150) = 25 N/mm 2 at a minimum edge distane min Anhor size M8 M10 M12 M16 M20 M24 V 0 Rd, [kn] non-raked onrete V 0 Rd, [kn] raked onrete min [mm] min. edge distane s min [mm] min. spaing distane ) o The shear design resistane is alulated from the shear harateristi resistane V Rk, by V o Rd,= V o Rk,/ M,V, where the partial safety fator M,V is equal to 1.5. f B : Influene of onrete strength Conrete strength designation (ENV 206) Cylinder ompressive strength f k,yl [N/mm²] Cube ompressive strength f k,ube [N/mm²] C20/ C25/ C30/ C35/ C40/ C45/ C50/ Conrete ylinder: Conrete ube: height 30m, 15m side length 15m diameter Conrete test speimen geometry f B f B f k,ube 25 Limits: 25 N/mm 2 f k,ube(150) 60 N/mm 2 f,v : Influene of shear load diretion Angle [ ] f,v 0 to to Formulae: f, V 1 1 f, V os 0.5 sin f, V 2 for 0 55 for 55 < 90 for 90 < 180 V... applied shear fore f AR.V : Influene of spaing and edge distane Formula for single anhor fastening influened only by edge 2,1 s n-1 f AR,V min min Formula for two-anhor fastening valid for s < 3 f AR,V 3 s 6 min min results tabulated below s 3 s 2 s 1 2,2 h >1,5 60

33 HSL-3 heavy duty anhor General formula for n anhors (edge distane plus n-1 spaing) only valid where s 1 to s n-1 are all < 3 and 2 > 1.5 f AR,V 3 s 1 s2... s 3n min n1 min Note : It is assumed that only the row of anhors losest to the free onrete edge arries the entri shear load f AR.V / min Single anhor with edge influene s/ min These results are for a two Anhor fastening For fastening made with more than 2 anhors, use the general formulae for n anhors at the top of the page V Rd,s : Steel design shear resistane Anhor size M8 M10 M12 M16 M20 M24 V Rd,s [kn] HSL HSL-3-SH, HSL-3-SK HSL-3-G HSL-3-G threaded rod only The shear design resistane is alulated from the shear harateristi resistane V Rd,s by V Rd,s= V Rk,s/ Ms, where the partial safety fator Ms is V Rd : System design shear resistane V Rd : System design shear resistane V Rd = lower of V Rd, and V Rd,s Combined loading: Only if tensile load and shear load applied (See page 32 and setion 4 Examples ). 61

34 HSL-3 Heavy Duty Sleeve Anhor Mehanial Anhoring Systems HSL-3 Heavy Duty Anhor HSL-3-G Heavy Duty Anhor with Threaded Rod Metri HSL-3-G M 12/25 Maximum fastened thikness (mm) Heavy duty blank-bolt Metri thread size (mm); Sleeve (Expansion) G: stud not hole diameter Anhor B: torque ap Produt Desription The Hilti HSL-3 Heavy Duty Sleeve Anhor is a torque-ontrolled expansion bolt designed for high performane in stati and dynami appliation inluding the tension zone of onrete strutures where raking an be expeted. HSL-3 anhors are available in metri sizes from M8 (5/16 ) to M24 (1 ). With a variety of head styles, inluding bolt, stud and torque ap. All versions are available in zin-plated arbon steel. HSL-3-B Heavy Duty Anhor with Torque Cap Red Setting Indiator Produt Features Approved for use in the onrete tension zone (raked onrete) Data for use with the Strength design provisions of ACI Appendix D and ACI Appendix B Allowable stress design data for use with ASD methods High load apaity Fore-ontrolled expansion (allows for follow-up expansion) Reliable pull-down of part fastened to overome gaps Suitable for dynami loading, inluding seismi, fatigue and shok No spinning of the anhor in hole when tightening bolt or nut Seismi qualifiation per ICC-ES AC193 and the requirements of ACI Appendix D Guide Speifiation Expansion Anhors: Carbon steel anhor onsists of hex bolt (threaded stud), sleeve, expansion sleeve, expansion one, ollapsible plasti sleeve, (nut) and washer. Anhors shall be torque ontrolled expansion bolt as manufatured by Hilti, In., Tulsa, OK. Three aurately sized shear pins are provided in the red indiator ap. On applying the required torque with an ordinary wrenh, the red indiator ap shears off. The green seal on the bolt head whih appears indiates that the anhor has been properly set Example: HSL-3-G M12/25 This is an HSL-3 stud anhor. The thread size is 12 mm and this anhor an attah up to a 25 mm thik plate HSL Produt Desription Material Speifiation Tehnial Data Edge and Spaing Distane Guidelines for ASD Data Installation Instrutions Ordering Information Bolt Washer Minimum Embedment Mark Spaer Sleeve Plasti ollapsible setion with anhor rotation prevention Expansion Sleeve Cone Material Speifiations Carbon Steel Bolt or Threaded Rod for HSL-3 (Bolt), HSL-3 (Stud) and HSL-3-B onform to DIN EN ISO 898-1, Grade 8.8, fy > 93 ksi Carbon Steel Nut onforms to DIN 934, Grade 8, fu > 116 ksi Carbon Steel Washer onforms to DIN 1544, Grade St37, fu > 100 ksi Carbon Steel Expansion Cone onforms to DIN , fu > 80 ksi Carbon Steel Expansion Sleeve onforms to DIN 1624 Carbon Steel Spaing Sleeve onforms to DIN 2393 T1, fu > 100 ksi Collapsible Sleeve is made from aetal polyoxymethylene (POM) resin 1 Listings/Approvals International Code Counil Evaluation Servies (ICC ES), ESR-Pending European Tehnial Approval, ETA-02/0042

35 HSL-3 Heavy Duty Sleeve Anhor Mehanial Anhoring Systems HSL-3 Heavy Duty Anhor HSL-3-G Heavy Duty Anhor with Threaded Rod Metri HSL-3-G M 12/25 Maximum fastened thikness (mm) Heavy duty blank-bolt Metri thread size (mm); Sleeve (Expansion) G: stud not hole diameter Anhor B: torque ap Produt Desription The Hilti HSL-3 Heavy Duty Sleeve Anhor is a torque-ontrolled expansion bolt designed for high performane in stati and dynami appliation inluding the tension zone of onrete strutures where raking an be expeted. HSL-3 anhors are available in metri sizes from M8 (5/16 ) to M24 (1 ). With a variety of head styles, inluding bolt, stud and torque ap. All versions are available in zin-plated arbon steel. HSL-3-B Heavy Duty Anhor with Torque Cap Red Setting Indiator Produt Features Approved for use in the onrete tension zone (raked onrete) Data for use with the Strength design provisions of ACI Appendix D and ACI Appendix B Allowable stress design data for use with ASD methods High load apaity Fore-ontrolled expansion (allows for follow-up expansion) Reliable pull-down of part fastened to overome gaps Suitable for dynami loading, inluding seismi, fatigue and shok No spinning of the anhor in hole when tightening bolt or nut Seismi qualifiation per ICC-ES AC193 and the requirements of ACI Appendix D Guide Speifiation Expansion Anhors: Carbon steel anhor onsists of hex bolt (threaded stud), sleeve, expansion sleeve, expansion one, ollapsible plasti sleeve, (nut) and washer. Anhors shall be torque ontrolled expansion bolt as manufatured by Hilti, In., Tulsa, OK. Three aurately sized shear pins are provided in the red indiator ap. On applying the required torque with an ordinary wrenh, the red indiator ap shears off. The green seal on the bolt head whih appears indiates that the anhor has been properly set Example: HSL-3-G M12/25 This is an HSL-3 stud anhor. The thread size is 12 mm and this anhor an attah up to a 25 mm thik plate HSL Produt Desription Material Speifiation Tehnial Data Edge and Spaing Distane Guidelines for ASD Data Installation Instrutions Ordering Information Bolt Washer Minimum Embedment Mark Spaer Sleeve Plasti ollapsible setion with anhor rotation prevention Expansion Sleeve Cone Material Speifiations Carbon Steel Bolt or Threaded Rod for HSL-3 (Bolt), HSL-3 (Stud) and HSL-3-B onform to DIN EN ISO 898-1, Grade 8.8, fy > 93 ksi Carbon Steel Nut onforms to DIN 934, Grade 8, fu > 116 ksi Carbon Steel Washer onforms to DIN 1544, Grade St37, fu > 100 ksi Carbon Steel Expansion Cone onforms to DIN , fu > 80 ksi Carbon Steel Expansion Sleeve onforms to DIN 1624 Carbon Steel Spaing Sleeve onforms to DIN 2393 T1, fu > 100 ksi Collapsible Sleeve is made from aetal polyoxymethylene (POM) resin 1 Listings/Approvals International Code Counil Evaluation Servies (ICC ES), ESR-Pending European Tehnial Approval, ETA-02/0042

36 HSL-3 Heavy Duty Sleeve Anhor Mehanial Anhoring Systems Tehnial Data HSL-3 Speifiation Table HSL-3 Anhor Thread Diameter (mm) Details M8 M10 M12 M16 M20 M24 nominal drill bit diameter 1 dbit mm Hilti mathed-tolerane arbidetipped drill bit minimum base material thikness (to obtain smallest ritial edge distane) minimum hole depth effetive embedment depth minimum learane hole diameter in part being fastened max. umulative gap between part(s) being fastened and onrete surfae maximum thikness of part fastened HSL-3, HSL-3-B overall length of anhor HSL-3, HSL-3-B maximum thikness of part fastened HSL-3-G overall length of anhor HSL-3-G - - h ho hef dh - t t TE-CX 12/22 TE-YX 12/35 TE-CX 15/27 TE-YX 15/35 TE-C 18/22 TE-YX 18/32 TE-C-T 24/27 TE-YX 24/32 TE-C-T 28/27 TE-YX 28/32 TE-YX 32/37 mm 110 (120) 120 (140) 135 (160) 160 (200) 190 (250) 225 (300) (in.) 4 3/8 (4 3/4) 4 3/4 (5 1/2) 5 3/8 (6 1/4) 6 1/4 (7 7/8) 7 1/2 (9 7/8) 8 7/8 (11 7/8) mm (in.) (3 1/8) (3 1/2) (4 1/8) (4 7/8) (6 1/8) (7 1/8) mm (in.) (2 3/8) (2 3/4) (3 1/8) (3 7/8) (4 7/8) (5 7/8) mm (in.) (1/2) (5/8) (3/4) (1) (1 1/4) (1 3/8) mm (in.) (1/8) (3/16) (5/16) (3/8) (1/2) (5/8) mm (in.) (3/4) (1 ½) (3/4) (1 ½) (1) (2) (1) (2) (1 1/8) (2 1/4) (1 1/8) (2 1/4) mm (in.) (3 7/8) (4 5/8) (4 3/8) (5 1/8 (5 1/8) (6 1/8) (6) (7) (7 1/4) (8 3/8) (8) (9 1/4) mm (in.) (3/4) (1 ½) (1) (2) (1) (2) (1 1/8) (2 1/4) mm (in.) (4) (4 ½) (5 1/2) (6 3/8) (6 3/8) (7 3/8) (7 1/2) (8 3/4) mm washer diameter dw (in.) (3/4) (1) (1 1/8) (1 9/16) (1 3/4) (2) installation torque HSL-3 installation torque HSL-3-G Tinst Tinst Nm (ft-lb) (18) (37) (59) (89) (148) (185) Nm (ft-lb) (15) (26) (44) (59) (118) wrenh size HSL-3, HSL-3-G - mm wrenh size HSL-3-B - mm For pound-inh units: 1 mm = inhes, 1 Nm = ft-lbf 1 Use metri bits only. 2

37 HSL-3 Heavy Duty Sleeve Anhor Mehanial Anhoring Systems Tehnial Data HSL-3 Speifiation Table HSL-3 Anhor Thread Diameter (mm) Details M8 M10 M12 M16 M20 M24 nominal drill bit diameter 1 dbit mm Hilti mathed-tolerane arbidetipped drill bit minimum base material thikness (to obtain smallest ritial edge distane) minimum hole depth effetive embedment depth minimum learane hole diameter in part being fastened max. umulative gap between part(s) being fastened and onrete surfae maximum thikness of part fastened HSL-3, HSL-3-B overall length of anhor HSL-3, HSL-3-B maximum thikness of part fastened HSL-3-G overall length of anhor HSL-3-G - - h ho hef dh - t t TE-CX 12/22 TE-YX 12/35 TE-CX 15/27 TE-YX 15/35 TE-C 18/22 TE-YX 18/32 TE-C-T 24/27 TE-YX 24/32 TE-C-T 28/27 TE-YX 28/32 TE-YX 32/37 mm 110 (120) 120 (140) 135 (160) 160 (200) 190 (250) 225 (300) (in.) 4 3/8 (4 3/4) 4 3/4 (5 1/2) 5 3/8 (6 1/4) 6 1/4 (7 7/8) 7 1/2 (9 7/8) 8 7/8 (11 7/8) mm (in.) (3 1/8) (3 1/2) (4 1/8) (4 7/8) (6 1/8) (7 1/8) mm (in.) (2 3/8) (2 3/4) (3 1/8) (3 7/8) (4 7/8) (5 7/8) mm (in.) (1/2) (5/8) (3/4) (1) (1 1/4) (1 3/8) mm (in.) (1/8) (3/16) (5/16) (3/8) (1/2) (5/8) mm (in.) (3/4) (1 ½) (3/4) (1 ½) (1) (2) (1) (2) (1 1/8) (2 1/4) (1 1/8) (2 1/4) mm (in.) (3 7/8) (4 5/8) (4 3/8) (5 1/8 (5 1/8) (6 1/8) (6) (7) (7 1/4) (8 3/8) (8) (9 1/4) mm (in.) (3/4) (1 ½) (1) (2) (1) (2) (1 1/8) (2 1/4) mm (in.) (4) (4 ½) (5 1/2) (6 3/8) (6 3/8) (7 3/8) (7 1/2) (8 3/4) mm washer diameter dw (in.) (3/4) (1) (1 1/8) (1 9/16) (1 3/4) (2) installation torque HSL-3 installation torque HSL-3-G Tinst Tinst Nm (ft-lb) (18) (37) (59) (89) (148) (185) Nm (ft-lb) (15) (26) (44) (59) (118) wrenh size HSL-3, HSL-3-G - mm wrenh size HSL-3-B - mm For pound-inh units: 1 mm = inhes, 1 Nm = ft-lbf 1 Use metri bits only. 2

38 HSL-3 Heavy Duty Sleeve Anhor Mehanial Anhoring Systems Allowable Stress Design Stati Tension Loads for Unraked Normal Weight Conrete 1,3 Anhor Diameter M8 M10 M12 M16 M20 M24 Embedment Depth h ef mm (in.) Condition A kn (lb) 13.8 MPa (2,000 psi) Condition B kn (lb) Condition A kn (lb) Conrete Compressive Strength MPa (3,000 psi) Condition B kn (lb) Condition A kn (lb) 27.6 MPa (4,000 psi) Condition B kn (lb) Condition A kn (lb) 41.4 MPa (6,000 psi) Condition B kn (lb) (2 3/8) (1,746) (1,746) (2,139) (2,139) (2,470) (2,470) (3,025) (3,025) (2 3/4) (2,631) (2,280) (3,222) (2,792) (3,720) (3,224) (4,556) (3,949) (3 1/8) (3,214) (2,785) (3,936) (3,411) (4,545) (3,939) (5,567) (4,825) (3 15/16) (4,492) (3,893) (5,501) (4,768) (6,352) (5,505) (7,780) (6,743) (4 15/16) (6,277) (5,440) (7,688) (6,663) (8,877) (7,694) (10,873) (9,423) (5 15/16) (8,252) (7,152) (10,106) (8,759) (11,670) (10,114) (14,292) (12,387) For SI: 1 lbf = 4.45 N, 1 psi = MPa For pound-inh units: 1 mm = inhes 1 Values are for single anhors with no edge distane or spaing redution. 2 Values are for normal weight onrete. For sand-lightweight onrete, multiply values by For all-lightweight onrete, multiply values by See ACI Setion D Condition A applies where the potential onrete failure surfaes are rossed by supplementary reinforement proportioned to tie the potential onrete failure prism into the strutural member. Condition B applies where suh supplementary reinforement is not provided, or where pullout or pryout strength governs. See ACI Appendix D setion D.4.4 Allowable Stress Design Stati Shear loads for Unraked Conrete 1 Anhor Diameter M8 M10 M12 M16 M20 M24 Allowable Steel Capaity, Shear HSL-3, HSL-3-B kn (lb) 15.0 (3,361) 21.1 (4,749) 29.1 (6,837) 55.2 (12,400) 81.6 (18,349) 94.9 (21,334) HSL-3-G kn (lb) 12.5 (2,818) 17.3 (3,893) 25.1 (5,647) 46.8 (10,531) 68.5 (15,395) For SI: 1 lbf = 4.45 N 1 Values are for single anhors with no edge distane or spaing redution due to onrete failure. 3

39 HSL-3 Heavy Duty Sleeve Anhor Mehanial Anhoring Systems Edge and Spaing Distane Guidelines for ASD Data Anhor Size h ef mm (in.) M8 60 (2 3/8) M10 70 (2 ¾) M12 80 (3 1/8) M (3 15/16) M (4 15/16) M (5 15/16) = atual edge distane s = atual spaing h = slab thikness Tension Load Adjustment Fators for Edge Distane f R Distane Anhor Diameter mm (in.) M8 M10 M12 M16 M20 M24 60 (2 3/8) (2 3/4) (3 1/4) (3 1/2) (4) (4 1/4) (4 3/8) (4 3/4) (5) (5 1/2) (5 7/8) (6 1/2) (7) (7 1/2) (8) (8 7/8) Tension Load Adjustmant Fators for Anhor Spaing f A Spaing s Anhor Diameter mm (in.) M8 M10 M12 M16 M20 M24 60 (2 3/8) (2 3/4) (3 1/8) (3 1/2) (4) (5) (6) (6 3/4) (7) (8) (8 3/8) (9) (10) (11) (12) (13) (15) (18) 1.00 Notes: Tension redution fators are based on a minimum base material thikness of 2 x hef Shear redution fators are based on a thik base material at the edge (i.e. no influene from a thin base material) 4

40 HSL-3 Heavy Duty Sleeve Anhor Mehanial Anhoring Systems Edge Distane Guidelines for Shear Loading by Conrete Compressive Strength- Part 1 Edge Distane mm (in.) Load Adjustment Fators, f R, for Shear Loading Toward the Edge (single anhor) 13.8 MPa (2,000 psi) 20.7 MPa (3,000 psi) HSL-3, HSL-3-B HSL-3-G HSL-3, HSL-3-B HSL-3-G Anhor Diameter Anhor Diameter Anhor Diameter Anhor Diameter M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 60 (2 3/8) (2 3/4) (3 1/2) (4) (4 3/8) (4 3/4) (5) (5 7/8) (6 1/2) (7) (7 1/2) (8) (8 7/8) (9) (9 1/4) (9 3/4) (10) (10 1/2) (11) (11 1/4) (12) (12 3/4) (13) (13 1/2) (14) (15) (15 3/8) (16) (16 1/2) (17 1/4) (18) (18 1/2) (19) (19 1/2) (20) (21) (22) (22 1/4) 1.00 Does not inlude effets of thin base materials at the edge. 1 5

41 HSL-3 Heavy Duty Sleeve Anhor Mehanial Anhoring Systems Edge Distane Guidelines for Shear Loading by Conrete Compressive Strength Part 2 Edge Distane mm (in.) Load Adjustment Fators, f R, for Shear Loading Toward the Edge (single anhor) 27.6 MPa (4,000 psi) 41.4 MPa (6,000 psi) HSL-3, HSL-3-B HSL-3G HSL-3, HSL-3-B HSL-3G Anhor Diameter Anhor Diameter Anhor Diameter Anhor Diameter M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 M8 M10 M12 M16 M20 M24 M8 M10 M12 M16 M20 60 (2 3/8) (2 3/4) (3 1/2) (4) (4 3/8) (4 3/4) (5) (5 1/2) (5 7/8) (6 1/4) (6 3/8) (6 1/2) (7) (7 1/8) (7 3/8) (7 1/2) (7 3/4) (8) (8 1/2) (8 7/8) (10) (10 5/8) (11) (12) (12 1/4) (12 1/2) (13) (13 1/2) (14) (14 5/8) (15) (15 1/2) (16) (16 3/4) (17 5/8) 1.00 Does not inlude effets of thin base materials at the edge. 1 6

42 HSL-3 Heavy Duty Sleeve Anhor Installation Instrutions. Step 1: Using the orret diameter metri bit, drill hole to minimum required hole depth or deeper. Mehanial Anhoring Systems Step 3: Using a hammer, tap the anhor through the part being fastened into the drilled hole until the washer is in ontat with the fastened part. Do not expand anhor by hand prior to installation. Step 2: Remove drilling debris with a blowout bulb or with ompressed air. Step 4: Using a torque wrenh, apply the speified installation torque. HSL-3- B does not require use of a torque wrenh Ordering Information HSL-3 Bolt Version HSL-3-B Torque Cap HSL-3-G Stud Version Item No. Desription Box Qty Item No. Desription Box Qty Item No. Desription Box Qty HSL-3 M 8/ HSL-3-B M 12/ HSL-3-G M 8/ HSL-3 M 8/ HSL-3-B M 12/ HSL-3-G M 10/ HSL-3 M 10/ HSL-3-B M 12/ HSL-3-G M 12/ HSL-3 M 10/ HSL-3-B M 16/ HSL-3-G M 12/ HSL-3 M 12/ HSL-3-B M 16/ HSL-3-G M 16/ HSL-3 M 12/ HSL-3-B M 20/ HSL-3-G M 16/ HSL-3 M 16/ HSL-3-B M 24/ HSL-3-G M 20/ HSL-3 M 16/ HSL-3-G M 20/ HSL-3 M 20/ HSL-3 M 20/ HSL-3 M 24/ HSL-3 M 24/60 4 7

43 HSL-G-R heavy-duty anhor Features: - high loading apaity - fore-ontrolled expansion Bolt Material: - reliable pull-down of part fastened - no rotation in hole when tightening bolt - X5CrNiMo1810, , A4-70 DIN 267 T11 HSL-G-R A4 316 Version: HSL-G-R: - nut Conrete Hilti Anhor programme Fire resistane Corrosion resistane Small edge distane / spaing Basi loading data (for a single anhor): HSL-G-R All data on this setion applies to onrete, f = 30 N/mm 2 no edge distane and spaing influene orret setting (See setting operations page 65) non-raked onrete Charateristi resistane, R k [kn]: Anhor size Conrete, M8 M10 M12 M16 M20 f [N/mm ] Tensile, NRk Shear, VRk safety onept (EUROCODE 1) R k S S R F d d M S atual load S d design ation (load) R d design resistane (anhor) R k harateristi anhor resistane N Rk tensile load V Rk shear load F partial safety fator (ation / load) = 1.4 M partial safety fator (resistane) = 2.15 (onrete) 1.60 (steel) 61

44 HSL-G-R heavy-duty anhor Design resistane, R d [kn]: f = 30 N/mm 2 Anhor size M8 M10 M12 M16 M20 Tensile, NRd Combined load Shear, VRd Reommended load, F 30 in [kn], f = 30 N/mm 2 Anhor size M8 M10 M12 M16 M20 Tensile, NRe Combined load Shear, VRe Reommended load for speifi appliation N F re F 30 f f f f B T f T : Influene of anhorage depth h at f h T nom hat 1.5 hnom h nom A R h at atual anhorage depth F V h s Anhor size M8 M10 M12 M16 M20 hnom [mm] f B : Influene of onrete strength Anhor size Conrete, f [N/mm 2 ] M8 M10 M12 M16 M Tensile Shear

45 HSL-G-R heavy-duty anhor f A : Influene of anhor spaing Anhor spaing, Tensile / Shear HSL-G-R s [mm] M8 M10 M12 M16 M s fa 0.15 h at. Smin = hnom, sr = 3hat Separate multiple-anhor fastenings must be at least a 2 sr apart to ensure they do not influene eah other. f R : Influene of edge distane Tensile, frn Shear, frv Edge distane, Anhor size Anhor size [mm] M8 M10 M12 M16 M20 M8 M10 M12 M16 M f RN frv h h at. nom min = h nom, r = 2.5h at. min = h nom, r = 2.5h nom For ombined loads with influene of edge distane: fr frn (frn frv ) 90 There must be reinforement in the edge of a onrete omponent whih an take up 0.25 times the anhor load if the edge distane is equal to or less than r. 63

46 HSL-G-R heavy-duty anhor Setting details l d h d o T inst dw h nom h ef h 1 h t fix h n HSL-G-R Anhor size HSLG-R 2 Setting Details M 8/20 M 10/20 M 12/25 M 16/25 M 20/30 d0 [mm] Drill bit diameter h1 [mm] Hole depth hnom [mm] Min. anhorage depth tfix [mm] Max. fixture thikness l [mm] Anhor length hn [mm] Head height + washer Tinst [Nm] Tightening torque Max. gap [mm] Sw [mm] Width aross flats dh [mm] Clearane hole dw [mm] Washer diameter h [mm] Min. base material thikness Drill bit TE-CX- 12/22 15/ Drill bit TE-T /32 24/32 28/32 Installation equipment Rotary hammer (TE1, TE2, TE5, TE6, TE6A, TE15, TE15-C, TE18-M, TE35, TE55, TE76), a hammer and a torque wrenh. 64

47 HSL-G-R heavy-duty anhor Features: - high loading apaity - fore-ontrolled expansion Bolt Material: - reliable pull-down of part fastened - no rotation in hole when tightening bolt - X5CrNiMo1810, , A4-70 DIN 267 T11 HSL-G-R A4 316 Version: HSL-G-R: - nut Conrete Hilti Anhor programme Fire resistane Corrosion resistane Small edge distane / spaing Basi loading data (for a single anhor): HSL-G-R All data on this setion applies to onrete, f = 30 N/mm 2 no edge distane and spaing influene orret setting (See setting operations page 65) non-raked onrete Charateristi resistane, R k [kn]: Anhor size Conrete, M8 M10 M12 M16 M20 f [N/mm ] Tensile, NRk Shear, VRk safety onept (EUROCODE 1) R k S S R F d d M S atual load S d design ation (load) R d design resistane (anhor) R k harateristi anhor resistane N Rk tensile load V Rk shear load F partial safety fator (ation / load) = 1.4 M partial safety fator (resistane) = 2.15 (onrete) 1.60 (steel) 61

48 HSL-G-R heavy-duty anhor Design resistane, R d [kn]: f = 30 N/mm 2 Anhor size M8 M10 M12 M16 M20 Tensile, NRd Combined load Shear, VRd Reommended load, F 30 in [kn], f = 30 N/mm 2 Anhor size M8 M10 M12 M16 M20 Tensile, NRe Combined load Shear, VRe Reommended load for speifi appliation N F re F 30 f f f f B T f T : Influene of anhorage depth h at f h T nom hat 1.5 hnom h nom A R h at atual anhorage depth F V h s Anhor size M8 M10 M12 M16 M20 hnom [mm] f B : Influene of onrete strength Anhor size Conrete, f [N/mm 2 ] M8 M10 M12 M16 M Tensile Shear

49 HSL-G-R heavy-duty anhor f A : Influene of anhor spaing Anhor spaing, Tensile / Shear HSL-G-R s [mm] M8 M10 M12 M16 M s fa 0.15 h at. Smin = hnom, sr = 3hat Separate multiple-anhor fastenings must be at least a 2 sr apart to ensure they do not influene eah other. f R : Influene of edge distane Tensile, frn Shear, frv Edge distane, Anhor size Anhor size [mm] M8 M10 M12 M16 M20 M8 M10 M12 M16 M f RN frv h h at. nom min = h nom, r = 2.5h at. min = h nom, r = 2.5h nom For ombined loads with influene of edge distane: fr frn (frn frv ) 90 There must be reinforement in the edge of a onrete omponent whih an take up 0.25 times the anhor load if the edge distane is equal to or less than r. 63

50 HSL-G-R heavy-duty anhor Setting details l d h d o T inst dw h nom h ef h 1 h t fix h n HSL-G-R Anhor size HSLG-R 2 Setting Details M 8/20 M 10/20 M 12/25 M 16/25 M 20/30 d0 [mm] Drill bit diameter h1 [mm] Hole depth hnom [mm] Min. anhorage depth tfix [mm] Max. fixture thikness l [mm] Anhor length hn [mm] Head height + washer Tinst [Nm] Tightening torque Max. gap [mm] Sw [mm] Width aross flats dh [mm] Clearane hole dw [mm] Washer diameter h [mm] Min. base material thikness Drill bit TE-CX- 12/22 15/ Drill bit TE-T /32 24/32 28/32 Installation equipment Rotary hammer (TE1, TE2, TE5, TE6, TE6A, TE15, TE15-C, TE18-M, TE35, TE55, TE76), a hammer and a torque wrenh. 64

51 HSL-G-R heavy-duty anhor Drill hole with drill bit. Blow out dust and fragments. Install anhor. Apply tightening torque Anhor mehanial properties Anhor size HSL-G-R M 8 M 10 M 12 M 16 M 20 fuk [N/mm 2 ] Nominal tensile strength fyk [N/mm 2 ] Yield strength As [mm 2 ] Stressed ross-setion W [mm 3 ] Effetive moment of resistane Md [Nm] Design bending moment

52 HSL-G-R heavy-duty anhor Drill hole with drill bit. Blow out dust and fragments. Install anhor. Apply tightening torque Anhor mehanial properties Anhor size HSL-G-R M 8 M 10 M 12 M 16 M 20 fuk [N/mm 2 ] Nominal tensile strength fyk [N/mm 2 ] Yield strength As [mm 2 ] Stressed ross-setion W [mm 3 ] Effetive moment of resistane Md [Nm] Design bending moment

53 HSL-I heavy duty anhor Features: Material: - high loading apaity - fore ontrolled expansion - no rotation in hole when tightening torque Nut: - arbon steel, grade 8.8 Washer: - arbon steel a. ASTM F 844 Anhor Body: - arbon steel, grade 8.8 Cone: Expansion Sleeve: - ST arbon steel C45PB Threaded Rod: - grade 8.8 Star washer: Bolt material: Versions: - stainless steel - grade 8.8 a. DIN EN ISO galvanised to min.5 mirons -HSL-I M12/0*65 -HSL-I M12/0*80 Conrete Hilti Anhor programme HSL-I Basi loading data (for a single anhor): HSL-I All data on this page applies to onrete: as speified in the table no edge distane and spaing influene orret setting (See setting operations page 68) steel failure non-raked onrete Charateristi resistane, R k [kn]: onrete C20/25 Anhor size M12 M12 hnom Tensile NRk Shear VRk Following values aording to the Conrete Capaity Method Design resistane, R d [kn]: onrete f k,ube =25N/mm 2 Anhor size M12 M12 hnom Tensile NRd Shear VRd Reommended load L re [kn]: onrete f k,ube =25N/mm 2 Anhor size M12 M12 hnom Tensile NRe Shear VRe Issue 2005

54 HSL-I heavy duty anhor Setting details h ef h 1 2 h min HSL-I HSL-I M12x65 HSL-I M12x80 d 0 Nominal bit diameter (mm) h nom h 1 embedment depth Hole depth (mm) (in.) (mm) (in.) minimum base (mm) h min ; material thikness (in.) 5 1/8 6 1/4 d h wedge learane hole in plate (mm) (in.) T inst Installation Torque (Nm) (ft/*lb) Wrenh size (for nut) (mm) allen wrenh size (for soket) (mm) 6 6 Washer diameter (mm) Installation equipment Rotary hammer (TE1, TE2, TE5, TE6, TE6A, TE15, TE15-C, TE18-M or TE35), a blow out pump, Issue

55 HSL-I heavy duty anhor Setting operations Drill hole. Remove dust and debris using ompressed air or blow pump. Hammer in anhor. Insert Allen wrenh into the anhor. Turn the Allen wrenh until resistane is exerted. Plae fixture and insert the threaded rod into the anhor. Using the appropriate torque nut, apply torque until the upper setion of torque nut shears of. Detailed design method - Hilti CC TENSION The tensile design resistane of a single anhor is the lower of, N Rd,p : onrete pull-out resistane N Rd, : onrete one resistane N Rd,s : steel resistane N Rd,p : Pull-out resistane Pull-out failure mode not determinating N Rd, : Conrete one resistane N Rd, N o Rd, f f B AN f RN 68 Issue 2005

56 HSL-I heavy duty anhor Features: Material: - high loading apaity - fore ontrolled expansion - no rotation in hole when tightening torque Nut: - arbon steel, grade 8.8 Washer: - arbon steel a. ASTM F 844 Anhor Body: - arbon steel, grade 8.8 Cone: Expansion Sleeve: - ST arbon steel C45PB Threaded Rod: - grade 8.8 Star washer: Bolt material: Versions: - stainless steel - grade 8.8 a. DIN EN ISO galvanised to min.5 mirons -HSL-I M12/0*65 -HSL-I M12/0*80 Conrete Hilti Anhor programme HSL-I Basi loading data (for a single anhor): HSL-I All data on this page applies to onrete: as speified in the table no edge distane and spaing influene orret setting (See setting operations page 68) steel failure non-raked onrete Charateristi resistane, R k [kn]: onrete C20/25 Anhor size M12 M12 hnom Tensile NRk Shear VRk Following values aording to the Conrete Capaity Method Design resistane, R d [kn]: onrete f k,ube =25N/mm 2 Anhor size M12 M12 hnom Tensile NRd Shear VRd Reommended load L re [kn]: onrete f k,ube =25N/mm 2 Anhor size M12 M12 hnom Tensile NRe Shear VRe Issue 2005

57 HSL-I heavy duty anhor Setting details h ef h 1 2 h min HSL-I HSL-I M12x65 HSL-I M12x80 d 0 Nominal bit diameter (mm) h nom h 1 embedment depth Hole depth (mm) (in.) (mm) (in.) minimum base (mm) h min ; material thikness (in.) 5 1/8 6 1/4 d h wedge learane hole in plate (mm) (in.) T inst Installation Torque (Nm) (ft/*lb) Wrenh size (for nut) (mm) allen wrenh size (for soket) (mm) 6 6 Washer diameter (mm) Installation equipment Rotary hammer (TE1, TE2, TE5, TE6, TE6A, TE15, TE15-C, TE18-M or TE35), a blow out pump, Issue

58 HSL-I heavy duty anhor Setting operations Drill hole. Remove dust and debris using ompressed air or blow pump. Hammer in anhor. Insert Allen wrenh into the anhor. Turn the Allen wrenh until resistane is exerted. Plae fixture and insert the threaded rod into the anhor. Using the appropriate torque nut, apply torque until the upper setion of torque nut shears of. Detailed design method - Hilti CC TENSION The tensile design resistane of a single anhor is the lower of, N Rd,p : onrete pull-out resistane N Rd, : onrete one resistane N Rd,s : steel resistane N Rd,p : Pull-out resistane Pull-out failure mode not determinating N Rd, : Conrete one resistane N Rd, N o Rd, f f B AN f RN 68 Issue 2005

59 HSL-I heavy duty anhor Features: Material: - high loading apaity - fore ontrolled expansion - no rotation in hole when tightening torque Nut: - arbon steel, grade 8.8 Washer: - arbon steel a. ASTM F 844 Anhor Body: - arbon steel, grade 8.8 Cone: Expansion Sleeve: - ST arbon steel C45PB Threaded Rod: - grade 8.8 Star washer: Bolt material: Versions: - stainless steel - grade 8.8 a. DIN EN ISO galvanised to min.5 mirons -HSL-I M12/0*65 -HSL-I M12/0*80 Conrete Hilti Anhor programme HSL-I Basi loading data (for a single anhor): HSL-I All data on this page applies to onrete: as speified in the table no edge distane and spaing influene orret setting (See setting operations page 68) steel failure non-raked onrete Charateristi resistane, R k [kn]: onrete C20/25 Anhor size M12 M12 hnom Tensile NRk Shear VRk Following values aording to the Conrete Capaity Method Design resistane, R d [kn]: onrete f k,ube =25N/mm 2 Anhor size M12 M12 hnom Tensile NRd Shear VRd Reommended load L re [kn]: onrete f k,ube =25N/mm 2 Anhor size M12 M12 hnom Tensile NRe Shear VRe Issue 2005

60 HSL-I heavy duty anhor Features: Material: - high loading apaity - fore ontrolled expansion - no rotation in hole when tightening torque Nut: - arbon steel, grade 8.8 Washer: - arbon steel a. ASTM F 844 Anhor Body: - arbon steel, grade 8.8 Cone: Expansion Sleeve: - ST arbon steel C45PB Threaded Rod: - grade 8.8 Star washer: Bolt material: Versions: - stainless steel - grade 8.8 a. DIN EN ISO galvanised to min.5 mirons -HSL-I M12/0*65 -HSL-I M12/0*80 Conrete Hilti Anhor programme HSL-I Basi loading data (for a single anhor): HSL-I All data on this page applies to onrete: as speified in the table no edge distane and spaing influene orret setting (See setting operations page 68) steel failure non-raked onrete Charateristi resistane, R k [kn]: onrete C20/25 Anhor size M12 M12 hnom Tensile NRk Shear VRk Following values aording to the Conrete Capaity Method Design resistane, R d [kn]: onrete f k,ube =25N/mm 2 Anhor size M12 M12 hnom Tensile NRd Shear VRd Reommended load L re [kn]: onrete f k,ube =25N/mm 2 Anhor size M12 M12 hnom Tensile NRe Shear VRe Issue 2005

61 HSL-I heavy duty anhor Setting details h ef h 1 2 h min HSL-I HSL-I M12x65 HSL-I M12x80 d 0 Nominal bit diameter (mm) h nom h 1 embedment depth Hole depth (mm) (in.) (mm) (in.) minimum base (mm) h min ; material thikness (in.) 5 1/8 6 1/4 d h wedge learane hole in plate (mm) (in.) T inst Installation Torque (Nm) (ft/*lb) Wrenh size (for nut) (mm) allen wrenh size (for soket) (mm) 6 6 Washer diameter (mm) Installation equipment Rotary hammer (TE1, TE2, TE5, TE6, TE6A, TE15, TE15-C, TE18-M or TE35), a blow out pump, Issue

62 HSL-I heavy duty anhor Setting operations Drill hole. Remove dust and debris using ompressed air or blow pump. Hammer in anhor. Insert Allen wrenh into the anhor. Turn the Allen wrenh until resistane is exerted. Plae fixture and insert the threaded rod into the anhor. Using the appropriate torque nut, apply torque until the upper setion of torque nut shears of. Detailed design method - Hilti CC TENSION The tensile design resistane of a single anhor is the lower of, N Rd,p : onrete pull-out resistane N Rd, : onrete one resistane N Rd,s : steel resistane N Rd,p : Pull-out resistane Pull-out failure mode not determinating N Rd, : Conrete one resistane N Rd, N o Rd, f f B AN f RN 68 Issue 2005