Ankarmassa vinter (-20˚)
Ankarmassa för infästning i osprucken betong. För montage i låga temperaturer ner till -20˚C. POLY-GPG Winter är fri från styren och epoxy.
Produktinformation
Egenskaper
Material:
- Polyesterlim utan styren eller epoxy
- Montage av pinnbultar, gängstänger och armeringsjärn
Fördeler:
- Kan användas i temperatur ned till -20˚C
- Montage i fuktiga och vattenfyllda hål tillåtet
- Förseglar det borrade hålet helt
- Spänningsfri fastsättning
Applikationer
Monteras på:
- Osprucken betong
Användningsområden
- Stålkonstruktioner
- Skensystem
- Fasader
- Balkar
- Balkonger
- Maskiner
- Markiser
- Hyllor
- Upphängning av varmvattenberedare och luftkonditioneringsanläggningar
- Gängstänger/armeringsjärn i betong
Teknisk data
References
Art. nr. | Product information | ||
---|---|---|---|
Content [ml] | Weight [kg] | Packaging qty [pcs] | |
POLYGPG300W-DK | 300 | 0.586 | 12 |
Design resistance – Tension – NRd [kN] – Carbon steel 5.8
Art. nr. | Design resistance – Tension – NRd – Carbon steel 5.8 [kN] | |||||||
---|---|---|---|---|---|---|---|---|
Non-cracked concrete | ||||||||
hef = 8d | hef = 12d | |||||||
C20/25 | C30/37 | C40/50 | C50/60 | C20/25 | C30/37 | C40/50 | C50/60 | |
POLY-GPGW + LMAS M8 | 6.3 | 6.3 | 6.3 | 6.3 | 9.4 | 9.4 | 9.4 | 9.4 |
POLY-GPGW + LMAS M10 | 9.8 | 9.8 | 9.8 | 9.8 | 14.7 | 14.7 | 14.7 | 14.7 |
POLY-GPGW + LMAS M12 | 13.1 | 13.1 | 13.1 | 13.1 | 19.6 | 19.6 | 19.6 | 19.6 |
POLY-GPGW + LMAS M16 | 19.9 | 19.9 | 19.9 | 19.9 | 29.9 | 29.9 | 29.9 | 29.9 |
POLY-GPGW + LMAS M20 | 28.7 | 28.7 | 28.7 | 28.7 | 43.1 | 43.1 | 43.1 | 43.1 |
POLY-GPGW + LMAS M24 | 37.9 | 37.9 | 37.9 | 37.9 | 56.8 | 56.8 | 56.8 | 56.8 |
Concrete :
1. The design loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The loading figures are valid for unreinforced concrete and reinforced concrete with a rebar spacing s ≥ 15 cm (any diameter) or with a rebar spacing s ≥ 10 cm, if the rebar diameter is 10mm or smaller.
2. The figures for shear are based on a single anchor without influence of concrete edges. For anchorages close to edges (c ≤ max [10 hef; 60d]) the concrete edge failure shall be checked per ETAG 001, Annex C, design method A.
3. Concrete is considered non-cracked when the tensile stress within the concrete is\sigmaL +\sigmaR ≤ 0. In the absence of detailed verification\sigmaR = 3 N/mm² can be assumed (\sigmaL equals the tensile stress within the concrete induced by external loads, anchors loads included).
Design resistance – Shear – VRd [kN] – Carbon steel 5.8
Art. nr. | Design resistance – Shear – VRd – Carbon steel 5.8 [kN] | |||||||
---|---|---|---|---|---|---|---|---|
Non-cracked concrete | ||||||||
hef = 8d | hef = 12d | |||||||
C20/25 | C30/37 | C40/50 | C50/60 | C20/25 | C30/37 | C40/50 | C50/60 | |
POLY-GPGW + LMAS M8 | 7.2 | 7.2 | 7.2 | 7.2 | 7.2 | 7.2 | 7.2 | 7.2 |
POLY-GPGW + LMAS M10 | 12 | 12 | 12 | 12 | 12 | 12 | 12 | 12 |
POLY-GPGW + LMAS M12 | 16.8 | 16.8 | 16.8 | 16.8 | 16.8 | 16.8 | 16.8 | 16.8 |
POLY-GPGW + LMAS M16 | 31.2 | 31.2 | 31.2 | 31.2 | 31.2 | 31.2 | 31.2 | 31.2 |
POLY-GPGW + LMAS M20 | 48.8 | 48.8 | 48.8 | 48.8 | 48.8 | 48.8 | 48.8 | 48.8 |
POLY-GPGW + LMAS M24 | 70.4 | 70.4 | 70.4 | 70.4 | 70.4 | 70.4 | 70.4 | 70.4 |
Montage
Montage
Curing Schedule