Technische Daten - Injektionsmörtel

SET-XP®

Technische Daten

Zubehör

Artikel Art.Nr. Inhalt [ml] Gewicht [kg]
SET-XP-600-EU SET-XP-600-EU 600 0.97

2 buses sont fournies avec chaque cartouche.

Zulässige Lasten für Einzeldübel ohne Einfluss von Achs- und Randabständen im Temperaturbereich I 1) 2) 3)

Artikel Verankerungs-
tiefe [hef] [mm]
Zugkraft [Rds,N] [kN] Abscheren [Rds,V] [kN] Biegemoment [Mrds] [Nm]
gerissener
Beton C20/25
ungerissener
Beton C20/25*
gerissener
Beton C20/25
ungerissener
Beton C20/25*
SET-XP + LMAS M12 (hef=70mm) 70 5.4 10 12 12 37.7
SET-XP + LMAS M12 (hef=240mm) 240 18.4 20 21 12 37.7
SET-XP + LMAS M16 (hef=80mm) 80 6.1 12.3 17.2 22.2 94.8
SET-XP + LMAS M16 (hef=320mm) 320 24.6 37.6 22.2 22.2 94.8
SET-XP + LMAS M20 (hef=90mm) 90 5.7 14.6 16.1 34.8 185.7
SET-XP + LMAS M20 (hef=400mm) 400 25.6 58.5 34.8 34.8 185.7
SET-XP + LMAS M24 (hef=100mm) 100 7.6 17.1 21.6 48 320.5
SET-XP + LMAS M24 (hef=480mm) 480 36.9 84.2 50.2 50.2 320.5
SET-XP + LMAS M27 (hef=110mm) 110 9.5 19.8 26.6 55.4 475.4
SET-XP + LMAS M27 (hef=540mm) 540 46.7 109 65.7 65.7 475.4

1) Bei Interaktion von Zug- und Querlasten (Hebelarm) sowie bei Dübelgruppen und/oder Randeinfluss ist eine Bemessung nach TR 029, unter Berücksichtigung der Zulassung ETA-11/0360, durchzuführen.
2) Die Lastangaben berücksichtigen die in der ETA-Zulassung angegebenen Teilsicherheitsbeiwerte der Widerstände sowie einen Teilsicherheitsbeiwert der Einwirkungen von γF=1,4.
Bei den angegebenen Werten wird von unbewehrtem bzw. normal bewehrtem Beton mit einem Abstand der Bewehrungsstäbe s ≥ 15 cm oder s ≥ 10 cm bei einem Bewehrungsstabdurchmesser ds ≤ 10 mm ausgegangen.
3) Temperaturbereich l: -40°C bis +43°C (max. Langzeit-Temperatur: +24°C; max. Kurzzeit-Temperatur: +43°C).

Design capacities - single anchor - no edge distances - Carbon Steel

Artikel Design capacities
Carbon steel Bending moment - MRd [Nm]
Tension - NRd [kN] Shear - VRd [kN]
Non-cracked concrete C20/25 Cracked concrete C20/25 Non-cracked concrete C20/25 Cracked concrete C20/25
SET-XP + LMAS M12 (hef=70mm) 14.1 7.5 16.8 16.8 52.8
SET-XP + LMAS M12 (hef=240mm) 28 25.8 16.8 16.8 52.8
SET-XP + LMAS M16 (hef=80mm) 17.2 8.6 31.2 24.1 132.8
SET-XP + LMAS M16 (hef=320mm) 52.7 34.5 31.2 31.2 132.8
SET-XP + LMAS M20 (hef=90mm) 20.5 8.1 48.8 22.6 260
SET-XP + LMAS M20 (hef=400mm) 82 35.9 48.8 48.8 260
SET-XP + LMAS M24 (hef=100mm) 24 10.8 67.3 30.1 448.8
SET-XP + LMAS M24 (hef=480mm) 118 51.7 70.4 70.4 448.8
SET-XP + LMAS M27 (hef=110mm) 27.7 13.3 77.7 37.3 665.6
SET-XP + LMAS M27 (hef=540mm) 152.6 65.4 92 92 665.6

The design loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The capacities in tension 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.
The capacities in 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.

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).
Temperature range: -40°C to +43°C (long term max temp: +24°C, short term max temp: +43°C)

 

Design capacities - single anchor - no edge distances - Stainless Steel

Artikel Design capacities
Stainless steel Bending moment - MRd [Nm]
Tension - NRd [kN] Shear - VRd [kN]
Non-cracked concrete C20/25 Cracked concrete C20/25 Non-cracked concrete C20/25 Cracked concrete C20/25
SET-XP + LMAS M12 (hef=70mm) 14.1 7.5 16.8 16.8 59
SET-XP + LMAS M12 (hef=240mm) 28 25.8 16.8 16.8 59
SET-XP + LMAS M16 (hef=80mm) 17.2 8.6 31.2 24.1 149.4
SET-XP + LMAS M16 (hef=320mm) 52.7 34.5 31.2 31.2 149.4
SET-XP + LMAS M20 (hef=90mm) 20.5 8.1 48.8 22.6 291
SET-XP + LMAS M20 (hef=400mm) 82 35.9 48.8 48.8 291
SET-XP + LMAS M24 (hef=100mm) 24 10.8 67.3 30.1 484.6
SET-XP + LMAS M24 (hef=480mm) 118 51.7 70.4 70.4 484.6
SET-XP + LMAS M27 (hef=110mm) 27.7 13.3 48.3 37.3 349.6
SET-XP + LMAS M27 (hef=540mm) 80.4 65.4 48.3 48.3 349.6

The design loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The capacities in tension 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.
The capacities in 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.

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).
Temperature range: -40°C to +43°C (long term max temp: +24°C, short term max temp: +43°C)

Recommended capacities - single anchor - no edge distances- Carbon Steel

Artikel Recommanded capacities
Carbon steel Bending moment - Mrec [Nm]
Tension - Nrec [kN] Shear - Vrec
Non-cracked concrete C20/25 Cracked concrete C20/25 Non-cracked concrete C20/25 Cracked concrete C20/25
SET-XP + LMAS M12 (hef=70mm) 12 12 37.7 7.2 3.8
SET-XP + LMAS M12 (hef=240mm) 12 12 37.7 14.3 13.2
SET-XP + LMAS M16 (hef=80mm) 22.3 17.2 94.9 8.8 4.4
SET-XP + LMAS M16 (hef=320mm) 22.3 22.3 94.9 26.9 17.6
SET-XP + LMAS M20 (hef=90mm) 34.9 16.1 185.7 10.5 4.1
SET-XP + LMAS M20 (hef=400mm) 34.9 34.9 185.7 41.8 18.3
SET-XP + LMAS M24 (hef=100mm) 48.1 21.5 320.6 12.2 5.5
SET-XP + LMAS M24 (hef=480mm) 50.3 50.3 320.6 60.2 26.4
SET-XP + LMAS M27 (hef=110mm) 55.5 26.6 475.4 14.1 6.8
SET-XP + LMAS M27 (hef=540mm) 65.7 65.7 475.4 41 33.4

The design loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The capacities in tension 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.
The capacities in 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.

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).
Temperature range: -40°C to +43°C (long term max temp: +24°C, short term max temp: +43°C)

Recommended capacities - single anchor - no edge distances - Stainless Steel

Artikel Recommended capacities
Stainless steel Bending moment - Mrec [Nm]
Tension - Nrec [kN] Shear - Vrec [kN]
Non-cracked concrete C20/25 Cracked concrete C20/25 Non-cracked concrete C20/25 Cracked concrete C20/25
SET-XP + LMAS M12 (hef=70mm) 10.1 5.4 12 12 42.1
SET-XP + LMAS M12 (hef=240mm) 20 18.4 12 12 42.1
SET-XP + LMAS M16 (hef=80mm) 12.3 6.1 22.3 17.2 106.7
SET-XP + LMAS M16 (hef=320mm) 37.6 24.6 22.3 22.3 106.7
SET-XP + LMAS M20 (hef=90mm) 14.6 5.8 34.9 16.1 207.9
SET-XP + LMAS M20 (hef=400mm) 58.6 25.6 34.9 34.9 207.9
SET-XP + LMAS M24 (hef=100mm) 17.1 7.7 48.1 21.5 346.1
SET-XP + LMAS M24 (hef=480mm) 84.3 36.9 50.3 50.3 346.1
SET-XP + LMAS M27 (hef=110mm) 19.8 9.5 34.5 26.6 249.7
SET-XP + LMAS M27 (hef=540mm) 57.4 46.7 34.5 34.5 249.7

The design loads have been calculated using the partial safety factors for resistances stated in ETA-approval(s). The capacities in tension 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.
The capacities in 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.

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).
Temperature range: -40°C to +43°C (long term max temp: +24°C, short term max temp: +43°C)