KEM V Winter
Winter Vinylester Anchoring Adhesive for Low Temperature Installation (-20°)
KEM V Winter is a high performance vinylester anchoring adhesive for heavy-duty structural fixings installed in low temperatures.
This formula provides high performances when anchoring threaded rods and rebar in cracked and uncracked concrete and masonry.
Working temperature: from -40 up to +120°C short period and from -40 up to +72°C long period.
ETA
Feu R 120
Podrobnosti produktu
Obrázky
Vlastnosti
Material
Vinylester
Aplikace
Applications
- Steel constructions
- Wood to concrete structural fixings
- Industrial construction
- Steel and metal construction (railings, brackets, etc.)
- Anchorages for gates and machines
- Post installed rebar connections
Suitable for
- Threaded rods and rebar in cracked and uncracked concrete
- Threaded rods in masonry
Suitable base materials:
Concrete
Solid brick
Honeycomb
Cell like clay brick
Light weight honeycomb brick
Hollow dense aggregate block
Hollow light aggregate block
Aerated concrete (partially suitable)
Solid stone1)
Wood
1) For application on natural stone or marble, carry out test and wait 24/48 hours for any reactions
For installation instructions and information please refer to technical documents
Technické údaje
KEM V Winter
Table "KEM V Winter" cannot be displayed : no references available.
Spacing, edge distance and member thickness - Concrete
| Art. nr. | Spacing, edge distance and member thickness | ||||
|---|---|---|---|---|---|
| BFK embedment depths | |||||
| Characteristic spacing - scr,N | min. spacing - smin | Characteristic edge distance - ccr,N | min. edge distance - cmin | Min. member thickness - hmin | |
| KEM V Winter + M8 | 120 | 40 | 110 | 8 | 18 |
| KEM V Winter + M10 | 135 | 50 | 120 | 14.1 | 29 |
| KEM V Winter + M12 | 165 | 60 | 140 | 22.8 | 42 |
| KEM V Winter + M16 | 190 | 80 | 161 | 34.5 | 68.8 |
| KEM V Winter + M20 | 255 | 100 | 218 | 58.7 | 109 |
| KEM V Winter + M24 | 315 | 120 | 266 | 87 | 149.7 |
| KEM V Winter + M30 | 405 | 150 | 340 | 152.8 | 218.3 |
Characteristic resistance - Tension - NRk [kN] - Carbon Steel 5.8
| Art. nr. | embedment depth | Characteristic resistance – Carbon steel 5.8 | |
|---|---|---|---|
| hef | Tension - NRk [kN] | ||
| Cracked concrete | Non-cracked concrete | ||
| C20/25 | C20/25 | ||
| KEM V Winter + M8 | 80 | 240 | 40 |
| KEM V Winter + M10 | 90 | 270 | 50 |
| KEM V Winter + M12 | 110 | 330 | 60 |
| KEM V Winter + M16 | 125 | 380 | 80 |
| KEM V Winter + M20 | 170 | 510 | 100 |
| KEM V Winter + M24 | 210 | 630 | 120 |
| KEM V Winter + M30 | 270 | 810 | 150 |
Characteristic resistance - Shear - VRk [kN]
| Art. nr. | embedment depth | Characteristic resistance | |
|---|---|---|---|
| hef | Shear - VRk | ||
| Static and quasi-static loads | |||
| Carbon steel 5.8 | Stainless steel A4 70 | ||
| KEM V Winter + M8 | 80 | 11 | 13 |
| KEM V Winter + M10 | 90 | 17 | 20 |
| KEM V Winter + M12 | 110 | 25 | 30 |
| KEM V Winter + M16 | 125 | 47 | 55 |
| KEM V Winter + M20 | 170 | 74 | 86 |
| KEM V Winter + M24 | 210 | 106 | 124 |
| KEM V Winter + M30 | 270 | 168 | 140 |
Design resistance - Tension - NRd [kN] – Carbon steel 5.8
| Art. nr. | embedment depth | Design resistance – Carbon steel 5.8 | |
|---|---|---|---|
| hef | Tension - NRd [kN] | ||
| Cracked concrete | Non-cracked concrete | ||
| C20/25 | C20/25 | ||
| KEM V Winter + M8 | 80 | 5.4 | 12 |
| KEM V Winter + M10 | 90 | 7.9 | 18.9 |
| KEM V Winter + M12 | 110 | 12.7 | 27.6 |
| KEM V Winter + M16 | 125 | 19.2 | 38.2 |
| KEM V Winter + M20 | 170 | 32.6 | 60.6 |
| KEM V Winter + M24 | 210 | 48.4 | 83.2 |
| KEM V Winter + M30 | 270 | 84.9 | 121.3 |
Design resistance - Shear - VRd [kN]
| Art. nr. | embedment depth | Design resistance | |
|---|---|---|---|
| hef | Shear - VRd | ||
| Static and quasi-static loads | |||
| Carbon steel 5.8 | Stainless steel A4 70 | ||
| KEM V Winter + M8 | 80 | 8.8 | 8.3 |
| KEM V Winter + M10 | 90 | 13.9 | 12.8 |
| KEM V Winter + M12 | 110 | 20.2 | 19.2 |
| KEM V Winter + M16 | 125 | 37.7 | 35.3 |
| KEM V Winter + M20 | 170 | 58.8 | 55.1 |
| KEM V Winter + M24 | 210 | 84.7 | 79.5 |
| KEM V Winter + M30 | 270 | 134.6 | 58.8 |
Permissible resistance - Tension - N [kN] – Carbon steel 5.8
| Art. nr. | embedment depth | Permissible resistance – Carbon steel 5.8 | |
|---|---|---|---|
| hef | Tension - N [kN] | ||
| Cracked concrete | Non-cracked concrete | ||
| C20/25 | C20/25 | ||
| KEM V Winter + M8 | 80 | 3.8 | 8.6 |
| KEM V Winter + M10 | 90 | 5.6 | 13.5 |
| KEM V Winter + M12 | 110 | 9.1 | 19.7 |
| KEM V Winter + M16 | 125 | 13.7 | 27.3 |
| KEM V Winter + M20 | 170 | 23.3 | 43.3 |
| KEM V Winter + M24 | 210 | 34.5 | 59.4 |
| KEM V Winter + M30 | 270 | 60.6 | 86.6 |
Permissible resistance - Shear - V [kN]
| Art. nr. | embedment depth | Permissible resistance | |
|---|---|---|---|
| hef | Shear - V | ||
| Static and quasi-static loads | |||
| Carbon steel 5.8 | Stainless steel A4 70 | ||
| KEM V Winter + M8 | 80 | 6.3 | 5.9 |
| KEM V Winter + M10 | 90 | 9.9 | 9.2 |
| KEM V Winter + M12 | 110 | 14.5 | 13.7 |
| KEM V Winter + M16 | 125 | 26.9 | 25.2 |
| KEM V Winter + M20 | 170 | 42 | 39.3 |
| KEM V Winter + M24 | 210 | 60.5 | 56.7 |
| KEM V Winter + M30 | 270 | 96.2 | 42 |
Masonry - Clay solid brick - fbk ≥ 28 MPa - ρ ≥ 1,6 kg/dm3 EN 771-1
| Art. nr. | permissible tension and shearloads [kN] for a single anchor without effects of distances and spacings | ||||||
|---|---|---|---|---|---|---|---|
| embedment depth hef | drill hole d0 | Clay solid brick - fbk ≥ 28 MPa - ρ ≥ 1,6 kg/dm3 EN 771-1 | edge distance Ccr = Cmin | spacing Scr = Smin | max torque Tinst max | ||
| Tension - N [kN] | Shear - V [kN] | ||||||
| KEM V Winter + M8 | 80 | 10 | 1.6 | 1.6 | 120 | 240 | 2 |
| KEM V Winter + M10 | 90 | 12 | 1.7 | 1.6 | 135 | 270 | 2 |
| KEM V Winter + M12 | 100 | 14 | 2 | 1.6 | 150 | 300 | 2 |
1kN ≈ 100 kgf
(1) Single anchor without influence from anchor spacing and edge distances
(2) Design method according to EOTA TR054
(3) The recommended loads N and V derive from the characteristic loads on the ETA certification and are inclusive of the partial safety factors γf=1.4 and γm
(4) Values valid for temperature 24°C on the long term and up to 40°C on the short term. For higher temperatures see the certification ETA
(5) For all other conditions, more detailed information or different types of masonry please refer to ETA certification
Masonry - Clay hollow brick double UNI - fbk ≥ 28 MPa - ρ ≥ 1,2 kg/dm3 EN 771-1
| Art. nr. | permissible tension and shearloads [kN] for a single anchor without effects of distances and spacings | |||||||
|---|---|---|---|---|---|---|---|---|
| Clay hollow brick double UNI - fbk ≥ 28 MPa - ρ ≥ 1,2 kg/dm3 EN 771-1 | edge distance Ccr = Cmin | spacing Scr = Smin | max torque Tinst max | |||||
| min embedment depth hef | Stud diameter | drill hole d0 | Tension - N | Shear - V | ||||
| KEM V Winter + BRP Ø12 | 50 | M6 M8 | 12 | 0.3 | 0.7 | 100 | 250 | 2 |
| KEM V Winter + BRP Ø15 | 85 | M8 M10 | 16 | 0.3 | 0.7 | 100 | 250 | 2 |
| KEM V Winter + BRP Ø20 | 85 | M12 | 22 | 0.3 | 0.7 | 120 | 250 | 2 |
1kN ≈ 100 kgf
(1) Single anchor without influence from anchor spacing and edge distances
(2) Design method according to EOTA TR054
(3) The recommended loads N and V derive from the characteristic loads on the ETA certification and are inclusive of the partial safety factors γf=1.4 and γm
(4) Values valid for temperature 24°C on the long term and up to 40°C on the short term. For higher temperatures see the certification ETA
(5) M6 stud not included in ETA certification
(6) For all other conditions, more detailed information or different types of masonry please refer to ETA certification
Masonry - Clay hollow brick - fbk ≥ 6 MPa - ρ ≥ 0,6 kg/dm3 EN 771-1
| Art. nr. | permissible tension- and shearloads [kN] for a single anchor without effects of distances and spacings | |||||||
|---|---|---|---|---|---|---|---|---|
| Clay hollow brick - fbk ≥ 6 MPa - ρ ≥ 0,6 kg/dm3 EN 771-1 | edge distance Ccr = Cmin | spacing Scr = Smin | max torque Tinst max | |||||
| min embedment depth hef | Stud diameter | drill hole d0 | Tension - N [mm] | Shear - V [mm] | ||||
| KEM V Winter + BRP Ø12 | 50 | M6 M8 | 12 | 0.1 | 0.7 | 100 | 250 | 2 |
| KEM V Winter + BRP Ø15 | 85 | M8 M10 | 16 | 0.1 | 0.7 | 100 | 250 | 2 |
| KEM V Winter + BRP Ø20 | 85 | M12 | 22 | 0.1 | 0.7 | 120 | 250 | 2 |
1kN ≈ 100 kgf
(1) Single anchor without influence from anchor spacing and edge distances
(2) Design method according to EOTA TR054
(3) The recommended loads N and V derive from the characteristic loads on the ETA certification and are inclusive of the partial safety factors γf=1.4 and γm
(4) Values valid for temperature 24°C on the long term and up to 40°C on the short term. For higher temperatures see the certification ETA
(5) M6 stud not included in ETA certification
(6) For all other conditions, more detailed information or different types of masonry please refer to ETA certification
Instalace
Instalace
Installation parameters - Concrete
| Art. nr. | embedment depth | Installation parameteres | ||||
|---|---|---|---|---|---|---|
| hef | Ø drilling - d0 | drilling depth (zyl.) - h0 ≥ | Max. fixture hole Ø - df ≤ | Wrench size DIN 934 (ISO 4032) - SW | Max installation torque - Tinst,max | |
| KEM V Winter + M8 | 80 | 10 | 80 | 9 | 13 | 10 |
| KEM V Winter + M10 | 90 | 12 | 90 | 12 | 17 | 20 |
| KEM V Winter + M12 | 110 | 14 | 110 | 14 | 19 | 40 |
| KEM V Winter + M16 | 125 | 18 | 125 | 18 | 24 | 80 |
| KEM V Winter + M20 | 170 | 24 | 170 | 22 | 30 | 120 |
| KEM V Winter + M24 | 210 | 28 | 210 | 26 | 36 | 160 |
| KEM V Winter + M30 | 270 | 35 | 270 | 33 | 46 | 200 |
Notes to the load charts of threaded rods on concrete:
1kN ≈ 100 kgf
(1) Single anchor without influence from anchor spacing and edge distances in concrete C20/25
(2) Design Method acc. to EN 1992-4:2018 (γc= 1,5; ψsus= 1)
(3) The design loads Nrd and Vrd derive from the characteristic loads on the ETA certification and are inclusive of the partial safety factors ym
(4) The recommended loads N and V derive from the characteristic loads on the ETA certification and are inclusive of the partial safety factors γf=1.4 and γm
(5) Values valid for temperature 24°C on the long term and up to 40°C on the short term. For higher temperatures see the certification ETA
(6) M30 stainless steel threaded rod class A4 50
(7) Value of pure shear with distance from the edge C ≥ 10xhnom
(8) Seismic resistances include the factors αeq = 0,85 (single anchor under tension in the case of concrete cone failure)
(9) For all other conditions and more detailed information please refer to Technical Sheet and ETA certification
Reference
Advantages
- Excellent mechanical and thermal characteristics
- High chemical resistance suitable in highly aggressive atmospheres
- Suitable for damp concrete and flooded holes
- Minimum installation temperature -20°C
- Fire resistance R120