HIT-RE 500 injection adhesive with rebar

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1 HIT-RE 500 injetion adheive with rebar Feature: Material: Rebar: Cartridge: Dipener: - bae material: onrete - injetion ytem with high loading apaity - good perormane in diamond drilled hole - good perormane in wet hole - uitable or water aturated onrete - large diameter appliation - long working time at elevated temperature - odourle epoxy rein - no expanion ore in bae material - mall edge ditane and anhor paing - lean and eay handling - Type BSt 500 aording to DIN 488 (See alo Euronorm ). For diering rebar, onult your Hilti adviory ervie. - 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 oil pak, mixer Conrete Rebar etion Cloe edge ditane / paing Fire reitane Hilti Anhor programme Bai loading data (or a ingle anhor): HIT-RE 500 with rebar etion All data on thi etion applie to For detailed method, ee page onrete: See table below. orret etting (See etting operation page 247) no edge ditane, paing and other inluene non-raked onrete Rebar embedment depth [mm]: onrete = C20/25 Noal anh. depth Mean ultimate reitane, R u,m [kn]: onrete = C20/25 Tenile, Conrete: N Ru,m Tenile, Steel: N Ru,m Shear, V Ru,m Charateriti reitane, R k [kn]: onrete = C20/25 Tenile, Conrete: N Rk Tenile, Steel: N Rk Shear, V Rk

2 HIT-RE 500 injetion adheive with rebar Following value aording to the Conrete Capaity Method Deign reitane, R d [kn]: onrete, k,ube = 25 N/mm 2 Tenile, N Rd Shear, V Rd Reommended load, L re [kn]: onrete, k,ube = 25 N/mm 2 Tenile, N Re Shear, V Re Setting detail h nom d 0 / 0 d h h 1 Rebar diameter [mm] d 0 [mm] Drill bit diameter h 1 [mm] Hole depth h nom [mm] Noal anhorage depth h [mm] Min. thikne o bae material ml Filling volume trigger pull Reommended drilling TE M 5..18M ytem Diamond drill. DD EC-1, DD 100 DD 100, DD 130, DD 160 Hole mut be illed approx. 2/3 rd. Temprature o the baematerial: 40 C 30 C 20 C 10 C 0 C -5 C le than -5 C The oil pak temperature mut be at leat +5 C. Intallation equipment Working time in whih rebar an be inerted and adjuted Curing time beore rebar an be ully loaded hour hour hour 2 hour 24 hour 3 hour 50 hour 4 hour 72 hour not allowed appropriate drill bit (diamond ore bit) dipener (MD 2000, BD 2000, P3000 F, P5000 HY, HIT P-8000 D) blow-out pump leaning bruhe 230

3 HIT-RE 500 injetion adheive with rebar Setting operation 232

4 HIT-RE 500 injetion adheive with rebar Anhor geometry and mehanial propertie d anhorage depth addtional length aording to appliation Rebar [mm] [mm] Noal rebar diameter A [mm²] Streed ro-etion uk [N/mm²] Noal tenile trength yk [N/mm²] Yield trength Detailed deign method - Hilti CC (The Hilti CC method i a impliied verion o ETAG Annex C.) Caution: In view o the high load tranerable with HIT-RE 500, it mut be veriied by the uer that the load ating on the onrete truture, inluding the load introdued by the anhor atening, do not aue ailure, e.g. raking, o the onrete truture. TENSION The deign tenile reitane o a ingle anhor i the lower o N Rd, : onrete one/pull-out reitane N Rd, : teel reitane h N re,/ N Rd, : Conrete one/pull-out reitane N Rd, = N o Rd, T B,N A,N R,N Temp W.at N 0 Rd,: Conrete one/pull-out reitane onrete ompreive trength, k,ube = 25 N/mm 2 Rebar [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 N o Rd, [kn] Conrete h nom [mm] Noal anhorage depth The deign tenile reitane i alulated rom the harateriti tenile reitane, N o Rk,, by N o Rd,= N o Rk,/γ M,N, where the partial aety ator, γ M,N, i

5 HIT-RE 500 injetion adheive with rebar T : Inluene o anhorage depth hat T = Limit to atual anhorage, h at : h nom h at 2.0 h nom h nom B,N : Inluene o onrete trength Conrete trength deignation (ENV 206) Cylinder ompreive trength, k,yl [N/mm²] Cube ompreive trength, k,ube [N/mm²] C20/ C25/ C30/ C35/ C40/ C45/ C50/ Conrete ylinder: Height 30m Diameter 15m Conrete ube: ide length 15 m Conrete tet peimen geometry B,N B,N = k,ube Limit: 25 N/mm² k,ube 60 N/mm² A,N : Inluene o anhor paing Anhor Rebar ize paing, [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø A,N = h nom Limit: r,n = 0,5h nom r,n = 2,0h nom 234

6 HIT-RE 500 injetion adheive with rebar R,N : Inluene o edge ditane Edge Rebar ize ditane, [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø = R,N h nom Limit r,n = 0,5 h nom r,n = 1,0 h nom Note: I more than 3 edge are maller than r,n, onult your Hilti tehnial adviory ervie. Temp : Inluene o bae material temperature Anhor etting: The Hilti HIT-RE 500 bond trength redue when the anhor i et, ure and in ervie in a bae material temperature range rom 5 to +5 C. Hilti HIT-RE 500 adheive how a pot uring eet. When the adheive warm up to above +5 C, the bond will reah it ull perormane. Servie lie: Bae material temperature above 50 C will lead to a dereae in Hilti HIT-RE 500 bond trength. Bae material temperature Temp anhor etting temp ervie lie -5 C C C C C C C Note: In ae o an anhor atening, whih i made in bae material at a temperature below +5 C and in ervie at a temperature over 50 C, only one inluening ator o the lower value hould be applied. W.at : Inluene o water aturated onrete W.at = 0.7 Note: The redution hall only be applied, i the anhor i etted into water-aturated onrete, e.g. onrete member in water, illed water tank, predrilled hole illed with water or more than 3 day. The redution doe not apply, i the onrete i ubjeted to hort term water inluene, e.g. diamond-ored hole. 235

7 HIT-RE 500 injetion adheive with rebar N Rd, : Steel deign tenile reitane Rebar [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 N Rd, [kn] The deign tenile reitane i alulated rom the harateriti tenile reitane, N Rk,, by N Rd, = A uk /γ M,N, where the partial aety ator, γ M,N, or rebar etion, type BSt 500, i N Rd : Sytem deign tenile reitane N Rd = lower o N Rd, and N Rd, Combined loading: Only i tenile load and hear load applied (See page 31 and etion 4 Example ). Detailed deign method - Hilti CC (The Hilti CC method i a impliied verion o ETAG Annex C.) >1.5 2 V re,/ SHEAR h>1.5 >1.5 2 The deign hear reitane o a ingle anhor i the lower o V Rd, : onrete edge reitane V Rd, : teel reitane Note: I the ondition or h and 2 are not met, onult your Hilti tehnial adviory ervie. V Rd, : Conrete edge deign reitane The lowet onrete edge deign reitane mut be alulated. All near edge mut be heked (not only the edge in the diretion o hear). The diretion o hear load i aounted or by the ator β,v. V Rd, = V 0 Rd, B,V AR,V β,v V 0 Rd,: Conrete edge deign reitane onrete ompreive trength, k,ube = 25 N/mm 2 at imum edge ditane Rebar [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 V o Rd, [kn] [mm] Min. edge ditane The deign hear reitane i alulated rom the harateriti hear reitane, V o Rk,, by V o Rd,= V o Rk,/γ M,V, where the partial aety ator, γ M,V, i

8 HIT-RE 500 injetion adheive with rebar B,V : Inluene o onrete trength Conrete trength deignation (ENV 206) Cylinder ompreive trength, k,yl [N/mm²] Cube ompreive trength, k,ube [N/mm²] B,V C20/ C25/ C30/ C35/ C40/ C45/ C50/ Conrete ylinder: Height 30m, Diameter 15m Conrete ube: ide length 15 m Conrete tet peimen geometry B,V = k,ube 25 Limit: 25 N/mm 2 k,ube 60 N/mm 2 AR,V : Inluene o edge ditane and paing AR,V / Single-anhor with edge inluene, / Thee reult are or a two-anhor atening For atening with two or more anhor, ue the general ormulae or n anhor

9 AR,V : Inluene o edge ditane and paing HIT-RE 500 injetion adheive with rebar Formula or ingle-anhor atening inluened only by 1 edge AR,V = Formula or two-anhor atening (edge plu 1 paing) only valid or < 3 AR,V 3 + = 6 reult tabulated below 2,1 n ,2 General ormula or n-anhor atening (edge plu n-1 paing) only valid when 1 and n-1 are eah < 3 and 2 > 1.5 h >1,5 AR,V n 1 2 n 1 = Note: It i aumed that only the row o anhor loet to the ree onrete edge arrie the entri hear load. β,v : Inluene o loading diretion Angle, ß [ ] β,v 0 to to Formulae: β, V = 1 1 = β, V o ß + 0,5 inß = 2 β, V or 0 ß 55 or 55 < ß 90 or 90 < ß 180 β V... applied hear ore V Rd, : Steel deign hear reitane Rebar [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Ø28 Ø32 Ø36 Ø40 V Rd, [kn] The teel deign hear reitane i alulated rom V Rd, = (0,6 A uk )/γ M,V. The partial aety ator, γ M,V, or rebar etion, type BSt 500, i 1.5. V Rd : Sytem deign hear reitane V Rd = lower o V Rd, and V Rd, Combined loading: Only i tenile load and hear load applied (See page 31 and etion 4 Example ). 238

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