BOAX-II A4

Krachtanker voor doorsteekankers - Rvs A4

Bevestigingssysteem door spreidkracht.

CE-Markering
ETA
Gebruiksklasse 3
Brand
Résistance aux gros chocs
Roestvrij staal A4
Veeleisend
Brand R120
Brand R 60

Product Details

Afbeeldingen

Kenmerken

Materiaal

  • Roestvrij staal A4 overenkomstig NF EN 10088.

Voordelen

  • Eenvoudige en snelle plaatsing : beperkte verankeringsdiepte; draad-Ø = boorgat-Ø,
  • Schroefdraad over de volledige lengte,
  • Schroefdraad blijft beschermd tijdens plaatsing : inslagpunt.

Toepassing

Ondergrond

  • Ongescheurd beton,
  • Harde natuursteen.

Toepassingsgebieden

  • Bevestiging van houtconstructies : ophangbeugels voor kapconstructies, ...
  • Bevestiging van metaalprofielen : borstweringen, consoles en kabelgoten,
  • Bevestiging voor statische of quasi-statische belastingen : portalen en machines.

Technische gegevens

Afmetingen

Afmetingen en karakteristieke waarden

Referentie Artikelcode Draad-Ø [mm] Totale lengte [L] [mm] Max. dikte te bevestigen bouwdeel [tfix] [mm] Schroefdraadlengte [F] [mm] Max. Ø te bevestigen bouwdeel [df] [mm] Verankeringsdiepte [hef] [mm] Boorgat-Ø x min. boorgatdiepte [d0 x h1] [mm] Verpakking [pcs]
BOAX-II M8-72/10 A4BOAXII08045010A487210329458x6050
BOAX-II M8-92/30 A4BOAXII08045030A489230529458x6050
BOAX-II M8-112/50 A4BOAXII08045050A4811250729458x6040
BOAX-II M10-92/10 A4BOAXII10060010A410921047126010x7540
BOAX-II M10-102/20 A4BOAXII10060020A4101022057126010x7525
BOAX-II M10-112/30 A4BOAXII10060030A4101123067126010x7525
BOAX-II M10-132/50 A4BOAXII10060050A4101325087126010x7525
BOAX-II M12-103/5 A4BOAXII12070005A412103553147012x9020
BOAX-II M12-118/20 A4BOAXII12070020A4121182068147012x9020
BOAX-II M12-128/30 A4BOAXII12070030A4121283078147012x9020
BOAX-II M12-148/50 A4BOAXII12070050A4121485098147012x9020
BOAX-II M12-163/65 A4BOAXII12070065A41216365113147012x9020
BOAX-II M16-138/20 A4BOAXII16085020A4161382080188516x11010
BOAX-II M16-168/50 A4BOAXII16085050A41616850110188516x11010

* Productreferenties die niet vallen onder ETA-08/0276.

Design capacities - single anchor - no edge distances - Non-cracked concrete

Referentie Design capacity - Non-cracked concrete
Tension - NRd [kN] Shear - VRd [kN] Bending moment - MRd [Nm]
C20/25 C30/37 C40/50 C50/60 C20/25 C30/37 C40/50 C50/60
BOAX-II M8-72/10 A455.566.48.88.88.88.817.6
BOAX-II M8-92/30 A455.566.48.88.88.88.817.6
BOAX-II M8-112/50 A455.566.48.88.88.88.817.6
BOAX-II M10-92/10 A48.99.810.711.413.613.613.613.636
BOAX-II M10-102/20 A48.99.810.711.413.613.613.613.636
BOAX-II M10-112/30 A48.99.810.711.413.613.613.613.636
BOAX-II M10-132/50 A48.99.810.711.413.613.613.613.636
BOAX-II M12-103/5 A411.112.213.314.22020202063.2
BOAX-II M12-118/20 A411.112.213.314.22020202063.2
BOAX-II M12-128/30 A411.112.213.314.22020202063.2
BOAX-II M12-148/50 A411.112.213.314.22020202063.2
BOAX-II M12-163/65 A411.112.213.314.22020202063.2
BOAX-II M16-138/20 A423.325.72829.937.637.637.637.6160
BOAX-II M16-168/50 A423.325.72829.937.637.637.637.6160

1. The design loads 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).

*Not covered by ETA-08/0276

Design capacities - single anchor - no edge distances - Cracked concrete

Referentie Design capacity - Non-cracked concrete
Tension - NRd [kN] Shear - VRd [kN] Bending moment - MRd [Nm]
C20/25 C30/37 C40/50 C50/60 C20/25 C30/37 C40/50 C50/60
BOAX-II M8-72/10 A42.83.13.33.67.28.88.88.817.6
BOAX-II M8-92/30 A42.83.13.33.67.28.88.88.817.6
BOAX-II M8-112/50 A42.83.13.33.67.28.88.88.817.6
BOAX-II M10-92/10 A455.566.413.613.613.613.636
BOAX-II M10-102/20 A455.566.413.613.613.613.636
BOAX-II M10-112/30 A455.566.413.613.613.613.636
BOAX-II M10-132/50 A455.566.413.613.613.613.636
BOAX-II M12-103/5 A46.77.388.52020202063.2
BOAX-II M12-118/20 A46.77.388.52020202063.2
BOAX-II M12-128/30 A46.77.388.52020202063.2
BOAX-II M12-148/50 A46.77.388.52020202063.2
BOAX-II M12-163/65 A46.77.388.52020202063.2
BOAX-II M16-138/20 A413.314.71617.137.637.637.637.6160
BOAX-II M16-168/50 A413.314.71617.137.637.637.637.6160

1. The design loads 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).

*Not covered by ETA-08/0276

Installatie

Installatie

Plaatsing

Bij het aandraaien gaat de kegelpunt door de uitzettingsring waardoor de segmenten openbreken en platgedrukt worden tegen de wand. Daardoor ontstaat hechtingskracht door wrijving op het ondergrondmateriaal.
Hierdoor ontstaat een verankering door spreidkracht via momentgecontroleerd inschroeven.

Plaatsingsgegevens

Referentie Boorgat-∅ [d0] [mm] Verankeringsdiepte [h1] [mm] Max. Ø te bevestigen bouwdeel [df] [mm] Sleutelwijdte [SW] Aandraaimoment [Tinst] [Nm] Verankeringsdiepte [hef] [mm] Karakteristieke hartafstand (4) - Scr,N [scr,N] [mm] Min. hartafstand [smin] [mm] Karakteristieke randafstand (4) - Ccr,N [ccr,N] [mm] Min. randafstand [cmin] [mm] Min. ondergronddikte [hmin] [mm]
BOAX-II M8-72/10 A48609132045135506850100
BOAX-II M8-92/30 A48609132045135506850100
BOAX-II M8-112/50 A48609132045135506850100
BOAX-II M10-92/10 A4107512173560180559050120
BOAX-II M10-102/20 A4107512173560180559050120
BOAX-II M10-112/30 A4107512173560180559050120
BOAX-II M10-132/50 A4107512173560180559050120
BOAX-II M12-103/5 A41290141970702106010555140
BOAX-II M12-118/20 A41290141970702106010555140
BOAX-II M12-128/30 A41290141970702106010555140
BOAX-II M12-148/50 A41290141970702106010555140
BOAX-II M12-163/65 A41290141970702106010555140
BOAX-II M16-138/20 A4161101824120852557012885170
BOAX-II M16-168/50 A4161101824120852557012885170

Scr,N : Karakteristieke hartafstand (5)
Smin : Minimale hartafstand
Ccr,N : Karakteristieke randafstand
Cmin : Minimale randafstand
hmin : Min. ondergronddikte
 

Certificering

Prestatieverklaring: DoP

Europese technische goedkeuring: ETA

Bibliotheek CAD

DWG (2D) REVIT (2D) DWG (3D) REVIT (3D) SAT XML
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Online kopen

Netherlands

BOAX-II M10-102/20 A4

BOAX-II M10-112/30 A4

BOAX-II M10-132/50 A4

BOAX-II M10-92/10 A4

BOAX-II M12-103/5 A4

BOAX-II M12-118/20 A4

BOAX-II M12-128/30 A4

BOAX-II M12-148/50 A4

BOAX-II M12-163/65 A4

BOAX-II M16-138/20 A4

BOAX-II M8-112/50 A4

BOAX-II M8-72/10 A4

BOAX-II M8-92/30 A4

Belgium

BOAX-II M10-102/20 A4

BOAX-II M10-112/30 A4

BOAX-II M10-132/50 A4

BOAX-II M10-92/10 A4

BOAX-II M12-103/5 A4

BOAX-II M12-118/20 A4

BOAX-II M12-128/30 A4

BOAX-II M12-148/50 A4

BOAX-II M12-163/65 A4

BOAX-II M16-138/20 A4

BOAX-II M8-112/50 A4

BOAX-II M8-72/10 A4

BOAX-II M8-92/30 A4

Contact

Simpson Strong-Tie Frankrijk

Simpson Strong-Tie

ZAC des 4 Chemins
85400 Sainte-Gemme-la-Plaine
Frankrijk