AT-HP

Harsen met hoge sterkte voor multimaterialen

Zwaar betonhars AT-HP is geschikt voor het bevestigen van betonijzers, draadstangen in gescheurd en ongescheurd beton en C20/25 tot C50/60.

Technisch gegevensblad

CE-Markering

ETA

Brand

Binner

Buiten

Dist. bord et entraxe faible

Product Details

Afbeeldingen

Kenmerken

Materiaal

Styreenvrij methacrylaathars,
Draadstang : elektrolytisch verzinkt staal en rvs A4-70.

Voordelen

Hoge hechtsterkte in beton en metselwerk,
Uitstekend gedrag in vochtige en/of natte boorgaten,
Brandwerend,
Twee ETA's voor draadstangen op beton en metselwerk,
Eén ETA voor inspannen van betonijzers.

Toepassing

Ondergrond

Beton, cellenbeton,
Volle en holle baksteen,
Volle en holle Bouwsteen.

Toepassingsgebieden

Inspannen van betonijzers,
Bevestigen van ankerstangen in beton en metselwerk,
Balkons,
Gevel, rekken.

Technische gegevens

Références

Referentie	Product information
Referentie	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

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

Referentie	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

Referentie	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

Referentie	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

Referentie	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

Referentie	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

Referentie	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

Referentie	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

Referentie	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

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

Design resistance – Tension – NRd [kN] – Rebar

Referentie	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

Referentie	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

Referentie	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

Installatie

Plaatsingstijd

Morteltemperatuur [°C]	Ondersteuning temperatuur [°C]	Praktische gebruiksduur [min]	Uithardingstijd, droog / nat beton [h; min]
+ 5°C	- 5°C naar - 1°C	15 min	9 h
+ 5°C	0°C naar 4°C	12 min	4 h
+ 5°C	5°C naar 9°C	9 min	1,5 h
+ 10°C	10°C naar 19°C	4 min	60 min
+ 20°C	20°C naar 29°C	1 min	30 min
+ 30°C	30°C en hoger	< 1 min	20 min

Drilling methods

Beton	Klopboren
Baksteen	Draaiboren
Cellenbeton	Klopboren

1. Gat boren.

2. Schoonborstelen.

3. Zeefhuls insteken.

4. Vullen vanaf bodemgat naar buiten door bij het pompen telkens één maatstreep op de spuitmond achteruit te gaan.

5. Ankerstang licht draaiend insteken.

Fix when the curing time is reached.

1. Gat boren.

2. Boorgat reinigen door uitborstelen en uitblazen zoals aangegeven op de patroon.

3. Gat voor de helft tot twee derde vullen vanaf het bodemgat naar buiten door bij het pompen telkens één maatstreep op de spuitmond achteruit te gaan.

4. Draadstang insteken door langzaam van links naar rechts te draaien. U kunt de draadstang verplaatsen of hars toevoegen zolang de verwerkingstijd niet bereikt is.

5. Vastzetten na het bereiken van de uithardingstijd.

Installation parameters – Concrete

Referentie	Installation parameters - Concrete
Referentie	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

Referentie	Spacing, edge distance and member thickness - Concrete
Referentie	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

Referentie	Installation parameters - Rebar
Referentie	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

Referentie	Spacing, edge distance and member thickness - Rebar
Referentie	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