AT-HP

Resina para hormigón con altas prestaciones

La resina para cargas pesadas AT-HP conviene para fijar hierros y varillas roscadas en un hormigón fisurado y no fisurado y hormigones de C20/25 hasta C50/60.

Ficha técnica

Marcado CE

DITE

Fuego

Interior

Exterior

Distancia al borde y entre ejes

Detalles de producto

Imagenes

Características

Materia

Resina de metacrilato

Ventajas

Alto valor de adhesión en el hormigón y la mampostería
Posible uso en agua potable: certificación WRAS

Aplicaciones

Soporte

Hormigón fisurado y no fisurado: M8 a M30

Cargas estáticas y cuasiestáticas
Hormigón seco o húmedo

Hormigón hierro Ø8 a Ø32

Cargas estáticas y cuasiestáticas
Exposición al fuego R180

Campos de aplicación

Fijación de barandillas,
Fijación de viseras,
Extensiones de balcones,
Vigas, pilares de hormigón...

Discontinued Products

Variant Status Details

There are variants of this product family which have been discontinued and are out of production.

phased out (has Variants which were phased out)

Datos técnicos

Références

Modelo	Product information
Modelo	Grey color	Beige color	Content [ml]	Peso [kg]	Packaging qty [pcs]
ATHP300G-FR	x	-	300	0.575	12
ATHP420G-FR	x	-	420	0.828	12

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

Modelo	Design resistance – h_ef = 8d – Carbon steel 5.8
	Tension - N_Rd [kN]
	Cracked concrete				Non-cracked concrete
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
AT-HP + LMAS M10	-	-	-	-	15.9	17.8	19.3	19.3

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

Modelo	Design resistance – h_ef = 12d – Carbon steel 5.8
	Tension - N_Rd [kN]
	Cracked concrete				Non-cracked concrete
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
AT-HP + LMAS M10	-	-	-	-	19.3	19.3	19.3	19.3

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

Modelo	Design resistance – h_ef = 8d – Stainless steel A4-70
	Tension - N_Rd [kN]
	Cracked concrete				Non-cracked concrete
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
AT-HP + LMAS M10	-	-	-	-	15.9	17.8	19.6	20.7

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

Modelo	Design resistance – h_ef = 12d – Stainless steel A4-70
	Tension - N_Rd [kN]
	Cracked concrete				Non-cracked concrete
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
AT-HP + LMAS M10	-	-	-	-	21.9	21.9	21.9	21.9

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

Modelo	Design resistance – h_ef = 8d – Carbon steel 5.8
	Shear - V_Rd [kN]
	Cracked concrete				Non-cracked concrete
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
AT-HP + LMAS M10	-	-	-	-	12	12	12	12

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

Modelo	Design resistance – h_ef = 12d – Carbon steel 5.8
	Shear - V_Rd [kN]
	Cracked concrete				Non-cracked concrete
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
AT-HP + LMAS M10	-	-	-	-	12	12	12	12

Design resistance – Shear – VRd [kN] – hef = 8d – Stainless steel A4-70

Modelo	Design resistance – h_ef = 8d – Stainless steel A4-70
	Shear - V_Rd [kN]
	Cracked concrete				Non-cracked concrete
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
AT-HP + LMAS M10	-	-	-	-	12.8	12.8	12.8	12.8

Design resistance – Shear - VRd [kN] – hef = 12d – Stainless steel A4-70

Modelo	Design resistance – h_ef = 12d – Stainless steel A4-70
	Shear - V_Rd [kN]
	Cracked concrete				Non-cracked concrete
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
AT-HP + LMAS M10	-	-	-	-	12.8	12.8	12.8	12.8

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

Modelo	Design resistance – Bending moment – M_Rd [Nm]
Modelo	Carbon steel 5.8	Stainless steel A4-70
AT-HP + LMAS M10	29.6	34

Design resistance – Tension – NRd [kN] – Rebar

Modelo	Design resistance – N_Rd – Carbon steel 5.8 [kN]
	Non-cracked concrete
	h_ef = 8d				h_ef = 12d
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
AT-HP + Ø8	6.3	7	7.7	8.1	9.4	10.5	11.5	12.2
AT-HP + Ø12	14.1	15.8	17.3	18.3	21.1	23.6	26	27.4
AT-HP + Ø14	19.1	21.4	23.6	24.9	28.7	32.2	35.3	37.3
AT-HP + Ø16	23.2	26	28.6	34.8	34.8	39	42.8	52.2
AT-HP + Ø20	36.3	40.6	44.6	47.2	54.4	61	66.9	70.8
AT-HP + Ø25	52.3	58.6	64.4	68	78.5	87.9	96.6	102.1

Design resistance – Shear – VRd [kN] – Rebar

Modelo	Design resistance – V_Rd – Carbon steel 5.8 [kN]
	Non-cracked concrete
	h_ef = 8d				h_ef = 12d
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
AT-HP + Ø8	9.3	9.3	9.3	9.3	9.3	9.3	9.3	9.3
AT-HP + Ø12	20.7	20.7	20.7	20.7	20.7	20.7	20.7	20.7
AT-HP + Ø14	28	28	28	28	28	28	28	28
AT-HP + Ø16	36.7	36.7	36.7	36.7	36.7	36.7	36.7	36.7
AT-HP + Ø20	57.3	57.3	57.3	57.3	57.3	57.3	57.3	57.3
AT-HP + Ø25	90	90	90	90	90	90	90	90

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

Modelo	Design resistance – Bending moment – M_Rd [Nm]
AT-HP + Ø8	22
AT-HP + Ø12	74.7
AT-HP + Ø14	118.7
AT-HP + Ø16	176.7
AT-HP + Ø20	345.3
AT-HP + Ø25	674.7

Instalación

Montaje

Tiempos de montaje

Temperatura del soporte T_soporte [°C]	Duración práctica de uso t_uso	Tiempo de curado, (hormigón seco) t_{cur, seco}	Tiempo de curado, (hormigón húmedo) t_{cur, húmedo}
0°C ≤ T_soporte < +5°C	25 min	90 min	3h00
5°C ≤ T_soporte < +10°C	17 min	70 min	2h20
10°C ≤ Tsoporte < +20°C	12 min	65 min	2h10
20°C ≤ Tsoporte < +30°C	6 min	60 min	2h00
30°C ≤ Tsoporte < +40°C	3 min	45 min	1h30

Métodos de perforación

Ladrillo macizo / hormigón	Perforación por percusión
Ladrillo hueco	Perforación rotativa
Hormigón celular	Perforación por percusión

Perfore.

Cepille.

Introduzca un tamiz.

Llene el orificio desde el fondo hacia el exterior, inyectando con la boquilla una dosis de producto en cada movimiento.

Inserte la varilla girándola lentamente.

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

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

Modelo	Installation parameters - Concrete
Modelo	Ø drilling [d₀] [mm]	Max. fixture hole Ø [d_f] [mm]	Drilling depth (8d) [h₀=h_ef=8d] [mm]	Drilling depth (12d) [h₀=h_ef=12d] [mm]	Wrench size [SW]	Installation torque [T_inst] [Nm]
AT-HP + LMAS M10	12	12	80	120	17	20

Spacing, edge distances and member thickness - Concrete

Modelo	Spacing, edge distance and member thickness - Concrete
Modelo	Effective embedment depth (8d) [h_ef,8d] [mm]	Characteristic spacing for h_ef,8d [S_cr,N] [mm]	Characteristic edge distance for h_ef,8d [c_cr,N] [mm]	Min. member thickness for h_ef,8d [h_min] [mm]	Effective embedment depth (12d) [h_ef,12d] [mm]	Characteristic spacing for h_ef,12d [S_cr,N] [mm]	Characteristic edge distance for h_ef,12d [c_cr,N] [mm]	Min. member thickness for h_ef,12d [h_min] [mm]	Min. spacing [S_min] [mm]	Min. edge distance [C_min] [mm]
AT-HP + LMAS M10	80	240	120	110	120	360	180	150	50	50

Installation parameters – Rebar

Modelo	Installation parameters - Rebar
Modelo	Ø drilling [d₀] [mm]	Drilling depth (8d) [h₀=h_ef=8d] [mm]	Drilling depth (12d) [h₀=h_ef=12d] [mm]
AT-HP + Ø8	12	64	96
AT-HP + Ø12	16	96	144
AT-HP + Ø14	18	112	168
AT-HP + Ø16	20	128	192
AT-HP + Ø20	25	160	240
AT-HP + Ø25	32	200	300

Spacing, edge distances and member thickness – Rebar

Modelo	Spacing, edge distance and member thickness - Rebar
Modelo	Effective embedment depth (8d) [h_ef,8d] [mm]	Characteristic spacing for h_ef,8d [S_cr,N] [mm]	Characteristic edge distance for h_ef,8d [c_cr,N] [mm]	Min. member thickness for h_ef,8d [h_min] [mm]	Effective embedment depth (12d) [h_ef,12d] [mm]	Characteristic spacing for h_ef,12d [S_cr,N] [mm]	Characteristic edge distance for h_ef,12d [c_cr,N] [mm]	Min. member thickness for h_ef,12d [h_min] [mm]	Min. spacing [S_min] [mm]	Min. edge distance [C_min] [mm]
AT-HP + Ø8	64	192	96	100	96	288	144	100	40	40
AT-HP + Ø12	96	288	144	126	144	432	216	174	60	60
AT-HP + Ø14	112	336	168	148	168	504	252	204	70	70
AT-HP + Ø16	128	384	192	168	192	576	288	232	80	80
AT-HP + Ø20	160	480	240	210	240	720	360	290	100	100
AT-HP + Ø25	200	600	300	264	300	900	450	364	125	125