AT-HP PLUS

Resina para múltiples materiales con indicador de montaje

Esta resina de adhesión química AT-HP Plus abarca el 100 % de las aplicaciones habituales de mampostería maciza y hueca. Se puede utilizar sin riesgo en interior (COV A+) y garantiza una fijación fácil y eficaz gracias a una innovación exclusiva: el indicador de montaje Simpson Strong-Tie.

Marcado CE
DITE
Fuego
Interior
Exterior
Distancia al borde y entre ejes

Detalles de producto

Imagenes

Características

Materia

  • Resina de metacrilato sin estireno.
  • Varilla roscada : acero electrocincado y acero inoxidable A4-70.

Ventajas

  • Alto valor de adhesión en el hormigón y la mampostería.
  • Muy buen comportamiento en perforación húmeda y/o mojada.
  • Resistencia al fuego.
  • 2 DITE para las varillas roscadas en el hormigón y la mampostería.
  • 1 DITE para la colocación de varillas de hierro en el hormigón.

Aplicaciones

Soporte

  • Hormigón, hormigón celular.
  • Ladrillo hueco y macizo.
  • Piedra sillar hueca y maciza.

Campos de aplicación

  • Colocación de varillas de hierro en el hormigón.
  • Fijación de vigas, escuadras de revestimiento de fachada.
  • Fijación de vigas metálicas, grúas de puente.
  • Fijación de barandillas, andamios.

Datos técnicos

Références

Modelo Product information
Grey color Beige color Content [ml] Weigth [kg] Packaging qty [pcs]
ATHP300PLUSG-FRx-3000.57512
ATHP420PLUSG-FRx-4200.82812

Design resistance – Tension – NRd [kN] – hef = 8d – Carbon steel 5.8

Table "Design resistance – Tension – NRd [kN] – hef = 8d – Carbon steel 5.8" cannot be displayed : no references available.

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 – Tension – NRd [kN] – hef = 12d – Carbon steel 5.8

Table "Design resistance – Tension – NRd [kN] – hef = 12d – Carbon steel 5.8" cannot be displayed : no references available.

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 – Tension – NRd [kN] – hef = 8d – Stainless steel A4-70

Table "Design resistance – Tension – NRd [kN] – hef = 8d – Stainless steel A4-70" cannot be displayed : no references available.

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 – Tension – NRd [kN] – hef = 12d – Stainless steel A4-70

Table "Design resistance – Tension – NRd [kN] – hef = 12d – Stainless steel A4-70" cannot be displayed : no references available.

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] – hef = 8d – Carbon steel 5.8

Table "Design resistance – Shear – VRd [kN] – hef = 8d – Carbon steel 5.8" cannot be displayed : no references available.

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] – hef = 12d – Carbon steel 5.8

Table "Design resistance – Shear – VRd [kN] – hef = 12d – Carbon steel 5.8" cannot be displayed : no references available.

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] – hef = 8d – Stainless steel A4-70

Table "Design resistance – Shear – VRd [kN] – hef = 8d – Stainless steel A4-70" cannot be displayed : no references available.

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] – hef = 12d – Stainless steel A4-70

Table "Design resistance – Shear – VRd [kN] – hef = 12d – Stainless steel A4-70" cannot be displayed : no references available.

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 – Bending moment – MRd [Nm] – Concrete

Table "Design resistance – Bending moment – MRd [Nm] – Concrete" cannot be displayed : no references available.

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 – Tension – NRd [kN] – Rebar

Table "Design resistance – Tension – NRd [kN] – Rebar" cannot be displayed : no references available.

Design resistance – Shear – VRd [kN] – Rebar

Table "Design resistance – Shear – VRd [kN] – Rebar" cannot be displayed : no references available.

Design resistance – Bending moment – MRd [Nm] – Rebar

Table "Design resistance – Bending moment – MRd [Nm] – Rebar" cannot be displayed : no references available.

Instalación

Montaje

Tiempos de montaje

Temperatura [°C]-5°C0°C5°C10°C20°C30°C
Tiempo de curado45min15min12min9min4min1min
Tiempo hasta la solicitación9h4h1h3060min30min20min

Méthodes de perçage

Brique pleine/Bétonperçage à percussion
Brique creuseperçage rotatif
Béton cellulaireperçage à percussion

 

Installation parameters – Concrete

Table "Installation parameters – Concrete" cannot be displayed : no references available.

Spacing, edge distances and member thickness – Concrete

Table "Spacing, edge distances and member thickness – Concrete" cannot be displayed : no references available.

Installation parameters – Rebar

Table "Installation parameters – Rebar" cannot be displayed : no references available.

Spacing, edge distances and member thickness – Rebar

Table "Spacing, edge distances and member thickness – Rebar" cannot be displayed : no references available.

Certificación

Idoneidad Técnica Europeo (ETA)

Ficha de datos de seguridad (MSDS)

Productos relacionados

Librería CAD

DWG (2D) REVIT (2D) DWG (3D) REVIT (3D) SAT XML
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Contact

Simpson Strong-Tie Francia

Simpson Strong-Tie

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