AT-HP

High Performance Resin

AT-HP is a styrene free methacrylate resin suitable for high performance fixing applications in threaded rod into concrete.

Easy to dispense and fast curing, it's specially designed for structural fixings and construction uses.
ETA Option 8 for threaded rod and rebar

Technical Data Sheet

CE Marking

ETA

Fire resistance R 30

Indoor

Outdoor

Dist. bord et entraxe faible

Product Details

Images

Features

Material

Styrene free methacrylate resin.
Threaded rod: galvanised steel and stainless steel A4-70.

Benefits

Fast curing.
Low odour.
Non-flammable.
Easy to dispense.

Application

Header member

Non-cracked concrete.
Solid blocks.
Hollow blocks.
AAC Blocks.

For Use With

Threaded rod and rebar connections.
Racking.
Balconies.
Facades.

Technical Data

Références

References	Product information
References	DB nr.	NOBB nr.	Grey color	Beige color	Content [ml]	Weight [kg]	Packaging qty [pcs]
ATHP300G-FR	-	-	x	-	300	0.575	12
ATHP420G-FR	-	-	x	-	420	0.828	12
ATHP300BG-DK	2099761	56432785	-	-	300	0.575	12

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

References	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 M8	-	-	-	-	10.7	12	12	12
AT-HP + LMAS M10	-	-	-	-	15.9	17.8	19.3	19.3
AT-HP + LMAS M12	8.4	8.8	9	9.2	21.7	24.3	26.7	28
AT-HP + LMAS M16	15	15.6	16.1	16.4	34.3	38.4	42.2	44.6
AT-HP + LMAS M20	-	-	-	-	50.2	56.3	61.8	65.3
AT-HP + LMAS M24	-	-	-	-	67.5	75.6	83.1	87.8

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

References	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 M8	-	-	-	-	12	12	12	12
AT-HP + LMAS M10	-	-	-	-	19.3	19.3	19.3	19.3
AT-HP + LMAS M12	12.7	13.2	13.5	13.8	28	28	28	28
AT-HP + LMAS M16	22.5	23.4	24.1	24.5	51.4	52.7	52.7	52.7
AT-HP + LMAS M20	-	-	-	-	75.4	82	82	82
AT-HP + LMAS M24	-	-	-	-	101.3	113.4	118	118

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

References	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 M8	-	-	-	-	10.7	12	13.2	13.9
AT-HP + LMAS M10	-	-	-	-	15.9	17.8	19.6	20.7
AT-HP + LMAS M12	8.4	8.8	9	9.2	21.7	24.3	26.7	28.2
AT-HP + LMAS M16	15	15.6	16.1	16.4	34.3	38.4	42.2	44.6
AT-HP + LMAS M20	-	-	-	-	50.2	56.3	61.8	65.3
AT-HP + LMAS M24	-	-	-	-	67.5	75.6	83.1	87.8

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

References	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 M8	-	-	-	-	13.9	13.9	13.9	13.9
AT-HP + LMAS M10	-	-	-	-	21.9	21.9	21.9	21.9
AT-HP + LMAS M12	12.7	13.2	13.5	13.8	31.6	31.6	31.6	31.6
AT-HP + LMAS M16	22.5	23.4	24.1	24.5	51.4	57.6	58.8	58.8
AT-HP + LMAS M20	-	-	-	-	75.4	84.4	92	92
AT-HP + LMAS M24	-	-	-	-	101.3	113.4	124.6	131.7

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

References	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 M8	-	-	-	-	7.2	7.2	7.2	7.2
AT-HP + LMAS M10	-	-	-	-	12	12	12	12
AT-HP + LMAS M12	16.8	16.8	16.8	16.8	16.8	16.8	16.8	16.8
AT-HP + LMAS M16	30	31.2	31.2	31.2	31.2	31.2	31.2	31.2
AT-HP + LMAS M20	-	-	-	-	48.8	48.8	48.8	48.8
AT-HP + LMAS M24	-	-	-	-	70.4	70.4	70.4	70.4

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

References	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 M8	-	-	-	-	7.2	7.2	7.2	7.2
AT-HP + LMAS M10	-	-	-	-	12	12	12	12
AT-HP + LMAS M12	16.8	16.8	16.8	16.8	16.8	16.8	16.8	16.8
AT-HP + LMAS M16	31.2	31.2	31.2	31.2	31.2	31.2	31.2	31.2
AT-HP + LMAS M20	-	-	-	-	48.8	48.8	48.8	48.8
AT-HP + LMAS M24	-	-	-	-	70.4	70.4	70.4	70.4

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

References	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 M8	-	-	-	-	8.3	8.3	8.3	8.3
AT-HP + LMAS M10	-	-	-	-	12.8	12.8	12.8	12.8
AT-HP + LMAS M12	16.9	17.6	18.1	18.4	19.2	19.2	19.2	19.2
AT-HP + LMAS M16	30	31.2	32.1	32.7	35.3	35.3	35.3	35.3
AT-HP + LMAS M20	-	-	-	-	55.1	55.1	55.1	55.1
AT-HP + LMAS M24	-	-	-	-	79.5	79.5	79.5	79.5

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

References	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 M8	-	-	-	-	8.3	8.3	8.3	8.3
AT-HP + LMAS M10	-	-	-	-	12.8	12.8	12.8	12.8
AT-HP + LMAS M12	19.2	19.2	19.2	19.2	19.2	19.2	19.2	19.2
AT-HP + LMAS M16	35.3	35.3	35.3	35.3	35.3	35.3	35.3	35.3
AT-HP + LMAS M20	-	-	-	-	55.1	55.1	55.1	55.1
AT-HP + LMAS M24	-	-	-	-	79.5	79.5	79.5	79.5

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

References	Design resistance – Bending moment – M_Rd [Nm]
References	Carbon steel 5.8	Stainless steel A4-70
AT-HP + LMAS M8	15.2	16.7
AT-HP + LMAS M10	29.6	34
AT-HP + LMAS M12	52.8	59
AT-HP + LMAS M16	133.6	149.4
AT-HP + LMAS M20	260.8	291
AT-HP + LMAS M24	448.8	502.6

Design resistance – Tension – NRd [kN] – Rebar

References	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 + Ø10	10.5	11.7	12.9	13.6	15.7	17.6	19.3	20.4
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

References	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 + Ø10	14.7	14.7	14.7	14.7	14.7	14.7	14.7	14.7
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

References	Design resistance – Bending moment – M_Rd [Nm]
AT-HP + Ø8	22
AT-HP + Ø10	43.3
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

Installation

Curing 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} < +5°C	25 min	90 min	3:00 h
5°C ≤ T_{base material} < +10°C	17 min	70 min	2:20 h
10°C ≤ T_{base material} < +20°C	12 min	65 min	2:10 h
20°C ≤ T_{base material} < +30°C	6 min	60 min	2:00 h
30°C ≤ T_{base material}≤ +40°C	3 min	45 min	1:30 h

• 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) : ≥ +20°C

Drilling methods

Solid brick/concrete	Percussion/hammer drilling
Hollow/perforated brick	Rotation drilling
Aerated concrete	Percussion/hammer drilling

Drill.

Brush.

Insert sieve.

Inject the resin.

Insert the rod, turning slowly.

Once set, full load capacity is reached.

Drill.

Remove dust by brushing and blowing,

Fill the hole to half or two thirds, Withdrawing the nozzles with each pump.

Insert the rod, turning slowly.

Once set, full load capacity is reached.

Installation parameters – Concrete

References	Installation parameters - Concrete
References	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 M8	10	9	64	96	13	10
AT-HP + LMAS M10	12	12	80	120	17	20
AT-HP + LMAS M12	14	14	96	144	19	30
AT-HP + LMAS M16	18	18	128	192	24	60
AT-HP + LMAS M20	24	22	160	240	30	90
AT-HP + LMAS M24	28	26	192	288	36	140

Spacing, edge distances and member thickness - Concrete

References	Spacing, edge distance and member thickness - Concrete
References	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 M8	64	192	96	100	96	288	144	100	40	40
AT-HP + LMAS M10	80	240	120	110	120	360	180	150	50	50
AT-HP + LMAS M12	96	288	144	126	144	432	216	174	60	60
AT-HP + LMAS M16	128	384	192	158	192	576	288	222	80	80
AT-HP + LMAS M20	160	480	240	190	240	720	360	270	100	100
AT-HP + LMAS M24	192	576	288	222	288	864	432	318	120	120

Installation parameters – Rebar

References	Installation parameters - Rebar
References	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 + Ø10	14	80	120
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

References	Spacing, edge distance and member thickness - Rebar
References	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 + Ø10	80	240	120	110	120	360	180	150	50	50
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