TECHNICAL DATA SHEET

Transcription

1 Prduct Cde: HH Page 1 f 5 Certificates ETA 16/0600 Certificatin Optin 1 fr anchring f threaded bars in nn-cracked and cracked cncrete, f reinfrcing bars in nn-cracked cncrete ETA 16/0599 Certificatin fr reinfrcing bars, design accrding t Eurcde 2 (EN ) Certificatin fr anchring in slid and hllw masnry, with threaded bar and plastic sleeve (ETA under cmpletin) Certificatin f fire resistance Cmplies with LEED requirements, IEQ Credit 4.1 Class A+ fr emissin f vlatile rganic cmpunds (VOCs) in living spaces Suitable fr cntact with drinking water Base material Certified use Specific use Suitable use Nn-cracked cncrete Cracked cncrete Natural stne Slid, perfrated and hllw masnry Hllw cncrete blck Wd Cellular cncrete Sizes Art. Cntent Mixer Applicatr HH ml HH HH Intended use Dry r wet cncrete Flded hles in cncrete (bars M8 t M16 and Ø8 t Ø16) Dry masnry, installatin in dry r wet substrate Cartridge temperature: between +5 and +20 C Installatin temperature: between +5 and +30 C Wrk temperature: I between -40 and +40 C (maximum shrt term temperature +40 C; lng term +24 C) II between -40 and +80 C (maximum shrt term temperature +80 C; lng term +50 C) Shelf life:18 mnths fr 410 ml cartridges (strage temperature between +5 and +25 C) Time and temperatures Temperature f base material Wrking time Full curing dry base material Full curing wet base material 5 t 9 C 10 min 145 min 290 min 10 t 19 C 6 min 85 min 170 min 20 t 29 C 4 min 50 min 100 min 30 C 4 min 40 min 80 min Cartridge temperature must be between +5 and +20 C d = bar diameter L = bar length t fix = fixable thickness d 0 = hle diameter h 1 = minimum hle depth h nm = setting depth h ef = effective anchrage depth T inst = tightening trque Use withut sleeve: h ef = h 1 = h nm

2 Prduct Cde: HH Page 2 f 5 Use in nn-cracked and cracked cncrete with threaded bars Installatin M16 M20 M24 M27 M30 Hle diameter d 0 mm Hle depth h ef,min mm h ef,max mm Minimum spacing s min mm h ef / 2 Minimum edge distance c min mm h ef / 2 Min. base material thickness h min mm h ef h ef + 2d 0 Tightening trque T inst Nm Fr installatin in dry r wet cncrete and wrk temperature I (minimum temperature -40 C, maximum shrt term temperature +40 C; lng term +24 C) Valid fr a single anchr beynd the minimum edge distance, n a thick cncrete member f class C20/25 with sparse reinfrcing. Threaded bars n nn-cracked cncrete Characteristic resistance f resin (kn) M16 M20 M24 M27 M30 Tensin N Rk,p (kn) M16 M20 M24 M27 M30 Tensin N Rd (kn) V Rd (kn) Recmmended lad (kn) M16 M20 M24 M27 M30 Tensin N rec (kn) V rec (kn) Steel failure class 5.8 Steel failure class

3 Prduct Cde: HH Page 3 f 5 Threaded bars in cracked cncrete Characteristic resistance f resin (kn) Tensin N Rk,p (kn) Tensin N Rd (kn) V Rd (kn) Recmmended lad (kn) Tensin N rec (kn) V rec (kn) Steel failure class 5.8 Steel failure class Use in nn-cracked cncrete with reinfrcing bars (used as anchrs) Installatin Hle diameter d 0 mm Hle depth h ef,min mm h ef,max mm Minimum spacing s min mm h ef / 2 Minimum edge distance c min mm h ef / 2 Min. base material thickness h min mm h ef h ef + 2d 0 Fr installatin in dry r wet cncrete and wrk temperature I (minimum temperature -40 C, maximum shrt term temperature +40 C; lng term +24 C) Valid fr a single anchrs beynd the minimum edge distance, n a thick cncrete member f class C20/25 with sparse reinfrcing. Reinfrcing bars n nn-cracked cncrete Characteristic resistance f resin (kn) Tensin N Rk,p (kn)

4 Last Updated: Prduct Cde: HH Page 4 f 5, fr reinfrcing bars with f uk = 550 N/mm 2 Tensin N Rd (kn) V Rd (kn) Recmmended lad (kn), fr reinfrcing bars with f uk = 550 N/mm 2 Tensin N rec (kn) V rec (kn) Steel failure Lad values derive frm parameters certified in Eurpean Technical Assessment ETA 16/0600. Characteristic resistance N Rk refers uniquely t the resin resistance t failure due t pull-ut and cncrete cne. Design resistances N Rd e V Rd refer t all failure mdes and include partial safety factrs n strengths. Recmmended lads N rec and V rec include the further 1.4 safety factr. Fr the design f fixing with reduced spacing, near the edge r n cncrete with increased resistance, reduced thickness r dense reinfrcement refer t ETA 16/0600 r t Declaratin f Perfrmance DPGEB1008 and use the design methd utlined in EOTA s Technical Reprt 029 r in CEN/TS :2009. In the same way, fr anchrs installed in flded hles and fr different wrking temperatures (II, between -40 and +80 C) refer t ETA. Use in masnry (ETA under cmpletin) Installatin Base material Hllw clay Brick Length / Width / Height (mm) Min. density ρ (kg/dm 3 ) Min. cmpr. strength f b (N/mm 2 ) Duble hllw 245/110/ Prtherm P+W 373/250/ It is pssible t use ther bricks after jb site tests cnducted accrding t Annex B f ETAG 029. Sleeve 16x85 16x85 20x85 Hle diameter d 0 mm Hle depth h 1 mm Effective anchrage depth h ef mm Tightening trque T inst Nm 2 2 2

5 Prduct Cde: HH Page 5 f 5 bar size M8 M10 M12 Duble hllw Prtherm P+W parallel t hrizntal jint perpendicular t hrizntal jint s cr II = s min II mm s cr = s min mm Minimum and critical edge distance c cr = c min mm parallel t hrizntal jint perpendicular t hrizntal jint s cr II = s min II mm s cr = s min mm Minimum and critical edge distance c cr = c min mm Fr installatin and use in dry masnry and wrk temperature II (minimum temperature -40 C, maximum shrt term temperature +80 C; lng term +50 C) Valid fr a single anchrs beynd the minimum edge distance. Characteristic resistance under tensin and shear (kn) Duble hllw N Rk = V Rk Prtherm P+W N Rk = V Rk Design resistance under tensin and shear (kn) Duble hllw N Rd = V Rd Prtherm P+W N Rd = V Rd Recmmended lad under tensin and shear (kn) Duble hllw N rec = V rec Prtherm P+W N rec = V rec Characteristic resistance N Rk and V Rk derive frm Eurpean Technical Assessment (ETA, under cmpletin). Design resistances N Rd e V Rd include partial safety factr n strengths f 2.5. Recmmended values N rec e V rec include the further 1.4 safety factr. Fr the design f fixing with reduced spacing r near the edge, r grups f tw r mre fixings and fr the resistance f a bar under shear with lever arm refer t ETA and use the design methd A utlined in Annex C f ETAG 029 (issued by EOTA).