SHP-VE / Hammer-in capsule Vinylester capsule resin for use in concrete

Transcription

1 BASIC PRODUCT INFORMATION SUBSTRATE: Non-cracked concrete C20/25 C50/60 (Option 7) Reinforced and unreinforced concrete Dry or wet concrete (Category 1) Flooded holes, except sea water (Category 2) FEATURES: Styrene free resin (odourless) MECHANICAL PROPERTIES Rebar diameter d s [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Nominal tensile strength f uk [N/mm 2 ] Nominal yield strength f yk [N/mm 2 ] (2) B500SP (1) GS (1) G2 (1) (2) B500SP (1) GS (1) G2 (1) Cross-sectional area As [mm 2 ] ,1 314,2 490,9 Section modulus W el [mm 3 ] Characteristic bending resistance M 0 Rk.s [Nm] Design bending resistance M [Nm] (1) according to PN-EN 10080:2005 (U) (2) according to DIN 488 (2) B500SP (1) GS (1) G2 (1) (2) B500SP (1) GS (1) G2 (1) Last update Page 1 of 6

2 INSTALLATION DATA Size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Rebar diameter d s [mm] Hole diameter in substrate d 0 [mm] Min. hole depth h 0 [mm] Embedment depth l v [mm] Min. spacing s min [mm] Min. edge distance c min [mm] INSTALLATION GUIDE: 1. Drill hole to the correct diameter and depth for stud size being used. 2. Clean the hole with brush and hand pump at least four times each. 3. Insert capsule into the hole. 4. The stud is simply hammered through the capsule using a manual hammer (M8- M12) or mechanical hammer (M16-M30) 5. Leave the anchor undisturbed until the curing time elapses. Last update Page 2 of 6

3 MINIMUM CURING AND WORKING TIME Resin temperature Concrete temperature Curing time* Working time [ o C] [ o C] [min] [min] * For wet concrete the curing time must be doubled. Last update Page 3 of 6

4 DESIGN PERFORMANCE DATA FOR GROUP OF ANCHORS Size Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø25 Anchorage length l v [mm] TENSION LOADS STEEL FAILURE A-II (18G2)* Characteristic resistance N Rk.s [kn] Design resistance γ Ms = 1.4 N Rd.s [kn] STEEL FAILURE A-III (34GS)* Characteristic resistance N Rk.s [kn] Design resistance γ Ms = 1.4 N Rd.s [kn] STEEL FAILURE A-IIIN (RB500.. B500SP) Characteristic resistance N Rk.s [kn] Design resistance γ Ms = 1.4 N Rd.s [kn] PULL-OUT FAILURE; NON-CRACKED CONCRETE C20/25 (40 o C/24 o C) Characteristic resistance N Rk.p [kn] Design resistance γ Mp = 1.8** N Rd.p [kn] PULL-OUT FAILURE; NON-CRACKED CONCRETE C20/25 (80 o C/50 o C) Characteristic resistance N Rk.p [kn] Design resistance γ Mp = 1.8** N Rd.p [kn] C30/ Increasing factors for N Rd.p C40/ C50/ Spacing S cr.n [mm] Edge distance c cr.n [mm] SHEAR LOADS CONCRETE EDGE FAILURE; NON-CRACKED CONCRETE C20/25 Edge distance c min [mm] Characteristic resistance for c min V Rk.c [kn] Design resistance γ Mc = 1.8 V Rd.c [kn] STEEL FAILURE A-II (18G2)* Characteristic resistance without lever arm V Rk.s [kn] Design resistance γ Ms = 1.5 V Rd.s [kn] Edge distance c cr.v [mm] STEEL FAILURE A-III (34GS)* Characteristic resistance without lever arm V Rk.s [kn] Design resistance γ Ms = 1.5 V Rd.s [kn] Edge distance c cr.v [mm] STEEL FAILURE A-IIIN (RB500.. B500SP) Characteristic resistance without lever arm V Rk.s [kn] Design resistance γ Ms = 1.5 V Rd.s [kn] Edge distance c cr.v [mm] *Not covered by approval Last update Page 4 of 6

5 **Partial safety factor 2.1 for category II (wet concrete) EDGE DISTANCE AND SPACING EDGE DISTANCE (TENSILE) c N [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø EDGE DISTANCE (SHEAR) C v [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø Last update Page 5 of 6

6 SPACING s [mm] Ø8 Ø10 Ø12 Ø14 Ø16 Ø20 Ø Last update Page 6 of 6