VT-HP®

Sistema de inyección para hormigón

Ficha técnica

Marcado CE

DITE

Utilizable en medio húmedo

Resistencia a choques de corte duración (terremoto, explosión...)

Interior

Exterior

Fuego R 180

Datos técnicos

Referencia

Modelo	Informacion de producto
Modelo	Gris	Beige	Contenido [ml]	Peso [kg]	Qdad. [pcs]
VTHP420-EU	x	-	420	0.796	12

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

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

Threaded rod type A4-70 for M≤24 and A4-50 for M>24

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

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

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.

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.

Design resistance – Shear – VRd [kN] – hef = 8d – Stainless steel

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

Design resistance – Shear – VRd [kN] – hef = 12d – Stainless steel

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

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

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

Design resistance – Tension – NRd [kN] – Seismic performance C1/C2 – Carbon steel 5.8

Table "Design resistance – Tension – NRd [kN] – Seismic performance C1/C2 – Carbon steel 5.8" cannot be displayed : no references available.

Design resistance – Tension – NRd [kN] – Seismic performance C1/C2 – Stainless steel

Table "Design resistance – Tension – NRd [kN] – Seismic performance C1/C2 – Stainless steel" cannot be displayed : no references available.

Threaded rod type A4-70 for M≤24 and A4-50 for M>24

Design resistance – Shear – VRd [kN] – Seismic performance C1/C2 – Carbon steel 5.8

Table "Design resistance – Shear – VRd [kN] – Seismic performance C1/C2 – Carbon steel 5.8" cannot be displayed : no references available.

Design resistance – Shear – VRd [kN] – Seismic performance C1/C2 – Stainless steel

Table "Design resistance – Shear – VRd [kN] – Seismic performance C1/C2 – Stainless steel" cannot be displayed : no references available.

Threaded rod type A4-70 for M≤24 and A4-50 for M>24

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

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

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

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

Design resistance – Shear – VRd [kN] – hef = 8d – Carbon steel 5.8 – Rebar

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

Design resistance – Shear – VRd [kN] – hef = 12d – Carbon steel 5.8 – Rebar

Table "Design resistance – Shear – VRd [kN] – hef = 12d – Carbon steel 5.8 – 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.

Design resistance – Tension – NRd [kN] – Seismic performance C1 – Carbon steel 5.8 – Rebar

Table "Design resistance – Tension – NRd [kN] – Seismic performance C1 – Carbon steel 5.8 – Rebar" cannot be displayed : no references available.

Design resistance – Shear – VRd [kN] – Seismic performance C1 – Carbon steel 5.8 – Rebar

Table "Design resistance – Shear – VRd [kN] – Seismic performance C1 – Carbon steel 5.8 – Rebar" cannot be displayed : no references available.

Instalación

Montaje

Curring Schedule

Temperature of the anchorage base T_{base material}	Working time (Gel time) t_gel	Curing time (in dry concrete) t_{cure, dry}	Curing time (in wet concrete) t_{cure, wet}
0°C ≤ T_{base material} ≤ +4°C	45 min	7 h	14 h
4°C ≤ T_{base material} ≤ +9°C	25 min	2 h	4 h
10°C ≤ T_{base material} ≤ +19°C	15 min	80 min	2h40 min
20°C ≤ T_{base material} ≤ +29°C	6 min	45 min	1h30
30°C ≤ T_{base material} ≤ +34°C	4 min	25 min	50 min
35°C ≤ T_{base material} ≤ +39°C	2 min	20 min	40 min
+40°C	1,5 min	15 min	30 min

• Manual Air Cleaning (MAC) for all drill hole diameters d₀ ≤ 24 mm and drill holl depth h₀ ≤ 10d :
4x blowing (hand pump)
4x brushing
4x blowing (Hand pump)

• Compressed Air Cleaning (CAC) for all drill hole diameters d₀ and drill hole depths :
2x blowing (min. 6 bar - oil free compressed air)
2x brushing
2x blowing (min. 6 bar - oil free compressed air)

• Cartridge temperature (Bond material) : +5°C to +40°C

Perfore.

Limpie el orificio con un cepillo e insuflando aire, según lo especificado en el cartucho.

Llene entre 1/2 y 2/3 del orificio desde el fondo hacia el exterior, inyectando cada vez una dosis de producto con la boquilla.

Introduzca la varilla LMAS, girándola lentamente de izquierda a derecha. Ajústela.

Fije el anclaje una vez haya transcurrido el tiempo de solicitación.

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

Seleccione uno de nuestros sitios web

Conexiones para ensambladuras de madera

Puntas y tornillos

Anclajes

Quik Drive®

Detalles de producto

Imagenes

Características

Water Regulations Advisory Scheme LTD. (WRAS) Material Approval

Datos técnicos

Referencia

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

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

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

Design resistance – Tension – NRd [kN] – hef = 12d – Stainless steel

Design resistance – Shear – VRd [kN] – hef = 8d – Carbon steel 5.8

Design resistance – Shear – VRd [kN] – hef = 12d – Carbon steel 5.8

Design resistance – Shear – VRd [kN] – hef = 8d – Stainless steel

Design resistance – Shear – VRd [kN] – hef = 12d – Stainless steel

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

Design resistance – Tension – NRd [kN] – Seismic performance C1/C2 – Carbon steel 5.8

Design resistance – Tension – NRd [kN] – Seismic performance C1/C2 – Stainless steel

Design resistance – Shear – VRd [kN] – Seismic performance C1/C2 – Carbon steel 5.8

Design resistance – Shear – VRd [kN] – Seismic performance C1/C2 – Stainless steel

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

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

Design resistance – Shear – VRd [kN] – hef = 8d – Carbon steel 5.8 – Rebar

Design resistance – Shear – VRd [kN] – hef = 12d – Carbon steel 5.8 – Rebar

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

Design resistance – Tension – NRd [kN] – Seismic performance C1 – Carbon steel 5.8 – Rebar

Design resistance – Shear – VRd [kN] – Seismic performance C1 – Carbon steel 5.8 – Rebar

Instalación

Montaje

Curring Schedule

Installation parameters – Concrete

Spacing, edge distances and member thickness – Concrete

Installation parameters – Rebar

Spacing, edge distances and member thickness – Rebar

Certificación

Declaración de prestaciones (DoP)

Idoneidad Técnica Europeo (ETA)

Ficha de datos de seguridad (MSDS)

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Fax

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