Paneles CLT

VT-HP®

Sistema de inyección para hormigón

VT-HP heavy duty concrete resin for seismic zones C1 and C2 is recommended for fixing reinforcing bars and threaded rods in cracked and non-cracked concrete and C20/25 to C50/60.

Ficha técnica

Marcado CE

DITE

Exterior

Fuego R 180

Utilizable en medio húmedo

Interior

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

Datos técnicos

Referencia

Referencia	Chemical fixings dimensions
	Informacion de producto
	DB nr.[mm]	NOBB nr.	Gris	Beige	Contenido[ml]	Peso[kg]	Cantidad por embalaje[pcs]
VTHP420-EU	-	-	x	-	420	0.796	12

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

Referencia	Chemical fixings Loads
	Design resistance – hef = 8d – Carbon steel 5.8
	Tracción - NRd (1)[kN]
	Hormigón agrietado				Hormigón no agrietado
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
VT-HP + LMAS M8	4.3	4.5	4.6	4.7	10.7	11.1	11.6	11.8
VT-HP + LMAS M10	7	7.3	7.5	7.7	16.7	17.4	18.1	18.4
VT-HP + LMAS M12	11.1	11.5	11.9	12.2	24.1	25.1	26	26.5
VT-HP + LMAS M16	19.6	20.4	21.2	21.6	40.6	44.6	46.3	47.2
VT-HP + LMAS M20	30.7	31.9	33.2	33.8	56.8	69	72.3	73.7
VT-HP + LMAS M24	44.2	46	47.7	48.6	74.6	90.8	95.5	97.3
VT-HP + LMAS M27	63.5	68.8	71.4	72.7	89.1	105.8	109.9	111.9
VT-HP + LMAS M30	74.4	84.9	88.2	89.8	104.3	117.6	122.1	124.3

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

Referencia	Chemical fixings Loads
	Design resistance - hef = 12d - Carbon steel 5.8
	Tracción - NRd (1)[kN]
	Hormigón agrietado				Hormigón no agrietado
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
VT-HP + LMAS M8	6.4	6.7	6.9	7.1	12	12	12	12
VT-HP + LMAS M10	10.5	10.9	11.3	11.5	19.3	19.3	19.3	19.3
VT-HP + LMAS M12	16.6	17.2	17.9	18.2	28	28	28	28
VT-HP + LMAS M16	29.5	30.7	31.8	32.4	52	52	52	52
VT-HP + LMAS M20	46.1	47.9	49.7	50.7	81.3	81.3	81.3	81.3
VT-HP + LMAS M24	66.3	69	71.6	72.9	117.3	117.3	117.3	117.3
VT-HP + LMAS M27	99.2	103.2	107.1	109.1	152.6	153.3	153.3	153.3
VT-HP + LMAS M30	122.5	127.4	132.3	134.7	169.6	176.3	183.1	186.5

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

Referencia	Chemical fixings Loads
	Design resistance – hef = 8d – Stainless steel
	Tracción - NRd (1)[kN]
	Hormigón agrietado				Hormigón no agrietado
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
VT-HP + LMAS M8	4.3	4.5	4.6	4.7	10.7	11.1	11.6	11.8
VT-HP + LMAS M10	7	7.3	7.5	7.7	16.7	17.4	18.1	18.4
VT-HP + LMAS M12	11.1	11.5	11.9	12.2	24.1	25.1	26	26.5
VT-HP + LMAS M16	19.6	20.4	21.2	21.6	40.6	44.6	46.3	47.2
VT-HP + LMAS M20	30.7	31.9	33.2	60.8	56.8	69	72.3	73.7
VT-HP + LMAS M24	44.2	46	47.7	48.6	74.6	90.8	95.5	97.3
VT-HP + LMAS M27	63.5	68.8	71.4	72.7	80.4	80.4	80.4	80.4
VT-HP + LMAS M30	74.4	84.9	88.2	89.8	98.3	98.3	98.3	98.3

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

Referencia	Chemical fixings Loads
	Design resistance – hef = 12d – Stainless steel
	Tracción - NRd (1)[kN]
	Hormigón agrietado				Hormigón no agrietado
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
VT-HP + LMAS M8	6.4	6.7	6.9	7.1	13.9	13.9	13.9	13.9
VT-HP + LMAS M10	10.5	10.9	11.3	11.5	21.9	21.9	21.9	21.9
VT-HP + LMAS M12	16.6	17.2	17.9	18.2	31.6	31.6	31.6	31.6
VT-HP + LMAS M16	29.5	30.7	31.8	32.4	58.8	58.8	58.8	58.8
VT-HP + LMAS M20	46.1	47.9	49.7	91.2	91.4	91.4	91.4	91.4
VT-HP + LMAS M24	66.3	69	71.6	72.9	132.1	132.1	132.1	132.1
VT-HP + LMAS M27	80.4	80.4	80.4	80.4	80.4	80.4	80.4	80.4
VT-HP + LMAS M30	98.3	98.3	98.3	98.3	98.3	98.3	98.3	98.3

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

Referencia	Chemical fixings Loads
	Design resistance – hef = 8d – Carbon steel 5.8
	Cizallamiento - VRd (1-2)[kN]
	Hormigón no agrietado				Hormigón agrietado
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
VT-HP + LMAS M8	7.2	7.2	7.2	7.2	7.2	7.2	7.2	7.2
VT-HP + LMAS M10	12	12	12	12	12	12	12	12
VT-HP + LMAS M12	16.8	16.8	16.8	16.8	16.8	16.8	16.8	16.8
VT-HP + LMAS M16	31.2	31.2	31.2	31.2	31.2	31.2	31.2	31.2
VT-HP + LMAS M20	48.8	48.8	48.8	48.8	48.8	48.8	48.8	48.8
VT-HP + LMAS M24	70.4	70.4	70.4	70.4	70.4	70.4	70.4	70.4
VT-HP + LMAS M27	92	92	92	92	92	92	92	92
VT-HP + LMAS M30	112	112	112	112	112	112	112	112

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

Referencia	Chemical fixings Loads
	Design resistance - hef = 12d - Carbon steel 5.8
	Cizallamiento - VRd (1-2)[kN]
	Hormigón agrietado				Hormigón no agrietado
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
VT-HP + LMAS M8	7.2	7.2	7.2	7.2	7.2	7.2	7.2	7.2
VT-HP + LMAS M10	12	12	12	12	12	12	12	12
VT-HP + LMAS M12	16.8	16.8	16.8	16.8	16.8	16.8	16.8	16.8
VT-HP + LMAS M16	31.2	31.2	31.2	31.2	31.2	31.2	31.2	31.2
VT-HP + LMAS M20	48.8	48.8	48.8	48.8	48.8	48.8	48.8	48.8
VT-HP + LMAS M24	70.4	70.4	70.4	70.4	70.4	70.4	70.4	70.4
VT-HP + LMAS M27	92	92	92	92	92	92	92	92
VT-HP + LMAS M30	112	112	112	112	112	112	112	112

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

Referencia	Chemical fixings Loads
	Design resistance – hef = 8d – Stainless steel
	Cizallamiento - VRd (1-2)[kN]
	Hormigón agrietado				Hormigón no agrietado
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
VT-HP + LMAS M8	8.3	8.3	8.3	8.3	8.3	8.3	8.3	8.3
VT-HP + LMAS M10	12.8	12.8	12.8	12.8	12.8	12.8	12.8	12.8
VT-HP + LMAS M12	19.2	19.2	19.2	19.2	19.2	19.2	19.2	19.2
VT-HP + LMAS M16	35.3	35.3	35.3	35.3	35.3	35.3	35.3	35.3
VT-HP + LMAS M20	55.1	55.1	55.1	55.1	55.1	55.1	55.1	55.1
VT-HP + LMAS M24	79.5	79.5	79.5	79.5	79.5	79.5	79.5	79.5
VT-HP + LMAS M27	48.3	48.3	48.3	48.3	48.3	48.3	48.3	48.3
VT-HP + LMAS M30	58.8	58.8	58.8	58.8	58.8	58.8	58.8	58.8

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

Referencia	Chemical fixings Loads
	Design resistance – hef = 12d – Stainless steel
	Cizallamiento - VRd (1-2)[kN]
	Hormigón agrietado				Hormigón no agrietado
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
VT-HP + LMAS M8	8.3	8.3	8.3	8.3	8.3	8.3	8.3	8.3
VT-HP + LMAS M10	12.8	12.8	12.8	12.8	12.8	12.8	12.8	12.8
VT-HP + LMAS M12	19.2	19.2	19.2	19.2	19.2	19.2	19.2	19.2
VT-HP + LMAS M16	35.3	35.3	35.3	35.3	35.3	35.3	35.3	35.3
VT-HP + LMAS M20	55.1	55.1	55.1	55.1	55.1	55.1	55.1	55.1
VT-HP + LMAS M24	79.5	79.5	79.5	79.5	79.5	79.5	79.5	79.5
VT-HP + LMAS M27	48.3	48.3	48.3	48.3	48.3	48.3	48.3	48.3
VT-HP + LMAS M30	58.8	58.8	58.8	58.8	58.8	58.8	58.8	58.8

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

Referencia	Chemical fixings Loads
	Resistencia estructural - Momento de flexión - Mᵣd[Nm]
	Acero al carbono 5.8	Acero inoxidable A4-70
VT-HP + LMAS M8	15.2	16.7
VT-HP + LMAS M10	29.6	33.3
VT-HP + LMAS M12	52	41.7
VT-HP + LMAS M16	132.8	106.4
VT-HP + LMAS M20	259.2	359
VT-HP + LMAS M24	448	502.6
VT-HP + LMAS M27	666.4	349.6
VT-HP + LMAS M30	898.4	472.7

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

Referencia	Chemical fixings Loads
	Design resistance – Tension - NRd – Seismic performance C1/C2 - Carbon steel 5.8[kN]
	Hormigón fisurado C20/25
	hₑf = 8d			hₑf=12d
	Static	Category C1	Category C2	Static	Category C1	Category C2
VT-HP + LMAS M8	4.3	2.7	-	6.4	4	-
VT-HP + LMAS M10	7	4.3	-	10.5	6.5	-
VT-HP + LMAS M12	11.1	7.4	4	16.6	11.2	6
VT-HP + LMAS M16	19.6	13.2	7.1	29.5	19.8	10.7
VT-HP + LMAS M20	30.7	20.7	11.2	46.1	31	16.7
VT-HP + LMAS M24	44.2	30.5	-	66.3	45.8	-
VT-HP + LMAS M27	63.5	45.8	-	99.2	68.7	-
VT-HP + LMAS M30	74.4	56.5	-	122.5	84.8	-

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

Referencia	Chemical fixings Loads
	Design resistance – Tension - NRd – Seismic performance C1/C2 - Stainless steel[kN]
	Hormigón fisurado C20/25
	hₑf = 8d			hₑf=12d
	Static	Category C1	Category C2	Static	Category C1	Category C2
VT-HP + LMAS M8	4.3	2.7	-	6.4	4	-
VT-HP + LMAS M10	7	4.3	-	10.5	6.5	-
VT-HP + LMAS M12	11.1	7.4	4	16.6	11.2	6
VT-HP + LMAS M16	19.6	13.2	7.1	29.5	19.8	10.7
VT-HP + LMAS M20	30.7	20.7	11.2	46.1	31	16.7
VT-HP + LMAS M24	44.2	30.5	-	66.3	45.8	-
VT-HP + LMAS M27	63.5	45.8	-	80.4	68.7	-
VT-HP + LMAS M30	74.4	56.5	-	98.3	84.8	-

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

Referencia	Chemical fixings Loads
	Design resistance – Shear - VRd – Seismic performance C1/C2 - Carbon steel 5.8[kN]
	Hormigón fisurado C20/25
	hₑf=12d			hₑf = 8d
	Static	Category C1	Category C2	Static	Category C1	Category C2
VT-HP + LMAS M8	7.2	2.5	-	7.2	2.3	-
VT-HP + LMAS M10	12	4.2	-	12	4.2	-
VT-HP + LMAS M12	16.8	5.9	5	16.8	5.9	4.1
VT-HP + LMAS M16	31.2	10.9	10.9	31.2	10.9	7.3
VT-HP + LMAS M20	48.8	17.1	17.1	48.8	17.1	11.4
VT-HP + LMAS M24	70.4	24.6	-	70.4	24.6	-
VT-HP + LMAS M27	92	32.2	-	92	32.2	-
VT-HP + LMAS M30	112	39.2	-	112	39.2	-

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

Referencia	Chemical fixings Loads
	Design resistance – Shear - VRd – Seismic performance C1/C2 - Stainless steel[kN]
	Hormigón fisurado C20/25
	hₑf=12d			hₑf = 8d
	Static	Category C1	Category C2	Static	Category C1	Category C2
VT-HP + LMAS M8	8.3	2.9	-	8.3	2.3	-
VT-HP + LMAS M10	12.8	4.5	-	12.8	4.4	-
VT-HP + LMAS M12	19.2	6.7	5.8	19.2	6.7	4.1
VT-HP + LMAS M16	35.3	12.3	10.9	35.3	12.3	7.3
VT-HP + LMAS M20	55.1	19.3	17.1	55.1	19.3	11.4
VT-HP + LMAS M24	79.5	27.8	-	79.5	27.8	-
VT-HP + LMAS M27	48.3	16.9	-	48.3	16.9	-
VT-HP + LMAS M30	58.8	29.4	-	58.8	29.4	-

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

Referencia	Chemical fixings Loads
	Design resistance – hef = 8d – Carbon steel 5.8
	Tracción - NRd (1)[kN]
	Hormigón agrietado				Hormigón no agrietado
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
VT-HP + Ø8	4.3	4.5	4.6	4.7	10.7	11.1	11.6	11.8
VT-HP + Ø10	7	7.3	7.5	7.7	16.7	17.4	18.1	18.4
VT-HP + Ø12	11.1	11.5	11.9	12.2	24.1	25.1	26	26.5
VT-HP + Ø14	15	15.6	16.2	16.5	32.8	34.1	35.4	36.1
VT-HP + Ø16	19.6	20.4	21.2	21.6	40.6	44.6	46.3	47.2
VT-HP + Ø20	30.7	31.9	33.2	33.8	56.8	69	72.3	73.7
VT-HP + Ø24	-	-	-	-	-	-	-	-
VT-HP + Ø25	48	49.9	51.8	52.8	79.4	96.5	103.6	105.5
VT-HP + Ø27	-	-	-	-	-	-	-	-
VT-HP + Ø28	67.1	74	76.8	78.2	94.1	113.8	118.2	120.4
VT-HP + Ø30	-	-	-	-	-	-	-	-
VT-HP + Ø32	81.9	96.6	100.3	102.2	114.9	126.3	131.2	133.6

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

Referencia	Chemical fixings Loads
	Design resistance - hef = 12d - Carbon steel 5.8
	Tracción - NRd (1)[kN]
	Hormigón agrietado				Hormigón no agrietado
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
VT-HP + Ø8	6.4	6.7	6.9	7.1	16.1	16.7	17.4	17.7
VT-HP + Ø10	10.5	10.9	11.3	11.5	25.1	26.1	27.1	27.6
VT-HP + Ø12	16.6	17.2	17.9	18.2	36.2	37.6	39.1	39.8
VT-HP + Ø14	22.6	23.5	24.4	24.8	49.2	51.2	53.2	54.2
VT-HP + Ø16	29.5	30.7	31.8	32.4	64.3	66.9	69.5	70.7
VT-HP + Ø20	46.1	47.9	49.7	50.7	100.5	104.5	108.5	110.5
VT-HP + Ø24	-	-	-	-	-	-	-	-
VT-HP + Ø25	72	74.8	77.7	79.2	143.9	149.7	155.4	158.3
VT-HP + Ø27	-	-	-	-	-	-	-	-
VT-HP + Ø28	106.7	110.9	115.2	117.3	164.1	170.7	177.2	180.5
VT-HP + Ø30	-	-	-	-	-	-	-	-
VT-HP + Ø32	139.3	144.9	150.5	153.3	182.2	189.5	196.8	200.4

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

Referencia	Chemical fixings Loads
	Design resistance – hef = 8d – Carbon steel 5.8
	Cizallamiento - VRd (1-2)[kN]
	Hormigón no agrietado				Hormigón agrietado
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
VT-HP + Ø8	9.3	9.3	9.3	9.3	8.6	8.9	9.3	9.3
VT-HP + Ø10	14.7	14.7	14.7	14.7	14.7	14.7	14.7	14.7
VT-HP + Ø12	20.7	20.7	20.7	20.7	20.7	20.7	20.7	20.7
VT-HP + Ø14	28	28	28	28	28	28	28	28
VT-HP + Ø16	36	36	36	36	36	36	36	36
VT-HP + Ø20	56.7	56.7	56.7	56.7	56.7	56.7	56.7	56.7
VT-HP + Ø24	-	-	-	-	-	-	-	-
VT-HP + Ø25	88.7	88.7	88.7	88.7	88.7	88.7	88.7	88.7
VT-HP + Ø27	-	-	-	-	-	-	-	-
VT-HP + Ø28	110.7	110.7	110.7	110.7	110.7	110.7	110.7	110.7
VT-HP + Ø30	-	-	-	-	-	-	-	-
VT-HP + Ø32	144.7	144.7	144.7	144.7	144.7	144.7	144.7	144.7

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

Referencia	Chemical fixings Loads
	Design resistance - hef = 12d - Carbon steel 5.8
	Cizallamiento - VRd (1-2)[kN]
	Hormigón agrietado				Hormigón no agrietado
	C20/25	C30/37	C40/50	C50/60	C20/25	C30/37	C40/50	C50/60
VT-HP + Ø8	9.3	9.3	9.3	9.3	9.3	9.3	9.3	9.3
VT-HP + Ø10	14.7	14.7	14.7	14.7	14.7	14.7	14.7	14.7
VT-HP + Ø12	20.7	20.7	20.7	20.7	20.7	20.7	20.7	20.7
VT-HP + Ø14	28	28	28	28	28	28	28	28
VT-HP + Ø16	36	36	36	36	36	36	36	36
VT-HP + Ø20	56.7	56.7	56.7	56.7	56.7	56.7	56.7	56.7
VT-HP + Ø24	-	-	-	-	-	-	-	-
VT-HP + Ø25	88.7	88.7	88.7	88.7	88.7	88.7	88.7	88.7
VT-HP + Ø27	-	-	-	-	-	-	-	-
VT-HP + Ø28	110.7	110.7	110.7	110.7	110.7	110.7	110.7	110.7
VT-HP + Ø30	-	-	-	-	-	-	-	-
VT-HP + Ø32	144.7	144.7	144.7	144.7	144.7	144.7	144.7	144.7

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

Referencia	Chemical fixings Loads
	Design resistance – Bending moment – MRd - Rebar[Nm]
	Acero al carbono 5,8
VT-HP + Ø8	22
VT-HP + Ø10	43.3
VT-HP + Ø12	74.7
VT-HP + Ø14	118.7
VT-HP + Ø16	176.7
VT-HP + Ø20	345.3
VT-HP + Ø24	-
VT-HP + Ø25	674.7
VT-HP + Ø27	-
VT-HP + Ø28	948
VT-HP + Ø30	-
VT-HP + Ø32	1415.3

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

Referencia	Chemical fixings Loads
	Design resistance – Tension – NRd – Seismic performance C1 – Carbon steel 5.8[kN]
	Hormigón fisurado C20/25
	hₑf = 8d		hₑf=12d
	Static	Category C1	Static	Category C1
VT-HP + Ø8	4.3	2.7	6.4	4
VT-HP + Ø10	7	4.3	10.5	6.5
VT-HP + Ø12	11.1	7.4	16.6	11.2
VT-HP + Ø14	15	10.1	22.6	15.2
VT-HP + Ø16	19.6	13.2	29.5	19.8
VT-HP + Ø20	30.7	20.7	46.1	31
VT-HP + Ø24	-	-	-	-
VT-HP + Ø25	48	33.1	72	49.7
VT-HP + Ø27	-	-	-	-
VT-HP + Ø28	67.1	49.2	106.7	73.9
VT-HP + Ø30	-	-	-	-
VT-HP + Ø32	81.9	64.3	139.3	96.5

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

Referencia	Chemical fixings Loads
	Design resistance – Shear – VRd – Seismic performance C1 – Carbon steel 5.8[kN]
	Hormigón fisurado C20/25
	hₑf=12d		hₑf = 8d
	Static	Category C1	Static	Category C1
VT-HP + Ø8	9.3	6.3	8.6	4.6
VT-HP + Ø10	14.7	10	14.7	8.8
VT-HP + Ø12	20.7	14.2	20.7	14.2
VT-HP + Ø14	28	19.4	28	19.4
VT-HP + Ø16	36.7	25.3	36.7	25.3
VT-HP + Ø20	57.3	39.6	57.3	39.6
VT-HP + Ø24	-	-	-	-
VT-HP + Ø25	90	61.9	90	61.9
VT-HP + Ø27	-	-	-	-
VT-HP + Ø28	113.3	77.6	113.3	77.6
VT-HP + Ø30	-	-	-	-
VT-HP + Ø32	147.3	101.3	147.3	101.3

permissible loads

Referencia	Chemical fixings Loads
	Permissible tension- and shearloads for a single anchor1)2)3) without effects of distances and spacings in non-cracked concrete C20/25 with an embedment depth of hef = 8d				Resistencia estructural - Momento de flexión - Mᵣd[Nm]
	steel 5.8		Acero inoxidable A4-70		Acero al carbono 5.8	Acero inoxidable A4-70
	Nzul[kN]	Vzul[kN]	Nzul[kN]	Vzul[kN]	Acero al carbono 5.8	Acero inoxidable A4-70
VT-HP + M8	7.7	5.1	7.7	6	10.9	10.9
VT-HP + M10	12	8.6	12	9.2	21.1	21.1
VT-HP + M12	17.2	12	17.2	13.7	37.1	37.1
VT-HP + M16	29	22.3	29	25	94.9	94.9
VT-HP + M20	40.6	34.9	40.6	39.4	185.1	185.1
VT-HP + M24	53.3	50.3	53.3	56.8	320	320
VT-HP + M27	63.6	65.7	57.4	34.5	476	476
VT-HP + M30	74.5	80	70.2	42	641.7	641.7

When interacting tensile and shear loads (lever arm) as well as with anchor groups and / or edge influence, a design according to EN 1992-4 or EOTA TR 055 must be carried out taking into account the assessment ETA-19/0419.
The load data take into account the partial safety factors of the resistances as specified in the ETA assessment as well as a partial safety factor of the effects of γ_F = 1.4. The values given are based on unreinforced or normally reinforced concrete with a spacing of the reinforcing bars s ≥ 15 cm or s ≥ 10 cm with a reinforcing bar diameter ds ≤ 10 mm.
Load specifications apply to a temperature range from -40 ° C to + 40 ° C (max. Short-term temperature + 40 ° C and maximum long-term temperature + 24 ° C)

permissible loads - seismic

Referencia	Chemical fixings Loads
	Permissible tension- and shearloads for a single anchor1)2)3) without effects of distances and spacings in cracked concrete C20/25 with an embedment depth of hef = 8d												Resistencia estructural - Momento de flexión - Mᵣd[Nm]
	without seismic				seismic category C1				seismic category C2				Acero al carbono 5.8	Acero inoxidable A4-70
	steel 5.8		Acero inoxidable A4-70		stainless steel A4-70 - for seismic C1		steel 5.8 - for seismic C1		stainless steel A4-70 - for seismic C2		steel 5.8 - for seismic C2
	Nzul[kN]	Vzul[kN]	Nzul[kN]	Vzul[kN]	Nseis,C1[kN]	Vseis,C1[kN]	Nseis,C1[kN]	Vseis,C1[kN]	Nseis,C2[kN]	Vseis,C2[kN]	Nseis,C2[kN]	Vseis,C2[kN]
VT-HP + M8	3.1	5.1	3.1	6	1.9	1.6	1.9	1.6	-	-	-	-	10.9	10.9
VT-HP + M10	5	8.6	5	9.2	3.1	3.2	3.1	3	-	-	-	-	21.1	21.1
VT-HP + M12	7.9	12	7.9	13.7	5.3	4.8	5.3	4.2	2.9	2.9	2.9	2.9	37.1	37.1
VT-HP + M16	14	22.3	14	25.2	9.4	8.8	9.4	7.8	5.1	5.2	5.1	5.2	94.9	94.9
VT-HP + M20	21.9	34.9	21.9	39.4	14.8	13.8	14.8	12.2	8	8.1	8	8.1	185.1	185.1
VT-HP + M24	31.6	50.3	31.6	56.8	21.8	19.9	21.8	17.6	-	-	-	-	320	320
VT-HP + M27	45.4	65.7	45.4	34.5	32.7	12.1	32.7	23	-	-	-	-	476	476
VT-HP + M30	53.1	80	53.1	42	40.4	21	40.4	28	-	-	-	-	641.7	641.7

DE-Masonry -1) : Design resistance – Tension – NRd [kN] and Shear VRd [kN]

Referencia	Chemical fixings Loads
	DE - Masonry
	1) permissible tension- and shearloads for a single anchor1)2)3) without effects of distances and spacings
	profundidad de empotramiento hef[mm]	Tracción - NRd (1)[kN]		Cizallamiento - VRd (1-2)[kN]
	profundidad de empotramiento hef[mm]	Porenbeton AAC 6	Kalksand - Vollstein KS-NF	Porenbeton AAC 6	Kalksand - Vollstein KS-NF
VT-HP + M8	80	1.3	1.8	3	0.8
VT-HP + M10	90	2	1.8	5	0.8
VT-HP + M12	100	2.5	1.8	5	0.8
VT-HP + M16	100	3.3	1.4	5	0.6

DE-Masonry -2) : Design resistance – Tension – NRd [kN] and Shear VRd [kN]

Referencia	Chemical fixings Loads
	DE - Masonry
	2) permissible tension- and shearloads for a single anchor1)2)3) without effects of distances and spacings
	profundidad de empotramiento hef[mm]	Tracción - NRd (1)[kN]		Cizallamiento - VRd (1-2)[kN]
	profundidad de empotramiento hef[mm]	Kalksand - Lochstein KSL-3DF	Kalksand - Lochstein KSL-12DF	Kalksand - Lochstein KSL 3DF	Kalksand - Lochstein KSL-12DF
VT-HP + M8	80	1.3	0.24	1,0 (0,36)*	1
VT-HP + M10	85	2	0.24	1,6 (0,6)*	2.2
VT-HP + M12	85	2.5	0.6	1,6 (0,6)*	2.2
VT-HP + M16	130	3.3	1	1,6 (0,6)*	2.2

* Values in brackets apply to shear loads in the direction of the component edge.

DE-Masonry -3) : Design resistance – Tension – NRd [kN] and Shear VRd [kN]

Referencia	Chemical fixings Loads
	DE - Masonry
	3) permissible tension- and shearloads for a single anchor1)2)3) without effects of distances and spacings
	profundidad de empotramiento hef	Tracción - NRd (1)[kN]		Cizallamiento - VRd (1-2)[kN]
	profundidad de empotramiento hef	Leichtbeton- Vollstein	Vollziegel	Leichtbeton- Vollstein	Vollziegel
VT-HP + M8	80	1.2	1.4	1.2	1.4
VT-HP + M10	90	1.2	1.4	1.2	1.4
VT-HP + M12	100	1.2	1.6	1.2	1.4
VT-HP + M16	100	1.2	1.6	1.2	2.2

DE-Masonry -4) : Design resistance – Tension – NRd [kN] and Shear VRd [kN]

Referencia	Chemical fixings Loads
	DE - Masonry
	4) permissible tension- and shearloads for a single anchor1)2)3) without effects of distances and spacings
	profundidad de empotramiento hef	Tracción - NRd (1)[kN]			Cizallamiento - VRd (1-2)[kN]
	profundidad de empotramiento hef	Hochlochziegel HLz-16DF	Hochlochziegel Porotherm/Homebrick	Hochlochziegel BGV Thermo	Hochlochziegel HLz-16DF	Hochlochziegel Porotherm/Homebrick	Hochlochziegel BGV Thermo
VT-HP + M8	80	1	0.4	0.24	1	0.8	0.8
VT-HP + M10	85	1	0.4	0.24	1.8	0.8	0.8
VT-HP + M12	85	1	0.4	0.24	2	1	1
VT-HP + M16	130	1.4	0.5	0.48	2.4	1	1

DE-Masonry -5) : Design resistance – Tension – NRd [kN] and Shear VRd [kN]

Referencia	Chemical fixings Loads
	DE - Masonry
	5) permissible tension- and shearloads for a single anchor1)2)3) without effects of distances and spacings
	profundidad de empotramiento hef	Tracción - NRd (1)[kN]			Cizallamiento - VRd (1-2)[kN]
	profundidad de empotramiento hef	Hochlochziegel Calibric	Hochlochziegel Urbanic	Hochlochziegel Brique creuse	Hochlochziegel Calibric	Hochlochziegel Urbanic	Hochlochziegel Brique creuse
VT-HP + M8	80	0.4	0.5	0.24	1.2	1.6	0.36
VT-HP + M10	85	0.4	0.5	0.24	1.6	2.2	0.36
VT-HP + M12	85	0.4	0.5	0.24	2.4	3.4	0.36
VT-HP + M16	130	0.5	0.6	0.24	2.4	3.4	0.36

DE-Masonry -6) : Design resistance – Tension – NRd [kN] and Shear VRd [kN]

Referencia	Chemical fixings Loads
	DE - Masonry
	6) permissible tension- and shearloads for a single anchor1)2)3) without effects of distances and spacings
	profundidad de empotramiento hef	Tracción - NRd (1)[kN]			Cizallamiento - VRd (1-2)[kN]
	profundidad de empotramiento hef	Hochlochziegel Blocchi Leggeri	Hochlochziegel Doppio Uni	Hochlochziegel Bloc creux	Hochlochziegel Blocchi Leggeri	Hochlochziegel Doppio Uni	Hochlochziegel Bloc creux
VT-HP + M8	80	0.2	0.2	0.48	0.8	0.6	1.2
VT-HP + M10	85	0.2	0.2	0.48	0.8	0.6	1.2
VT-HP + M12	85	0.2	0.2	0.48	0.8	0.6	1.2
VT-HP + M16	130	0.2	0.2	0.48	0.8	0.6	1.2

MAUERWERK

1) In the case of interaction of tensile and shear loads (lever arm) as well as anchor groups and / or edge influence, a dimensioning according to EOTA TR 054, dimensioning method A, taking into account the evaluation ETA-19/0765 to perform.

2) The load information takes into account the partial safety factors of the resistances given in ETA-19/0765 as well as a partial safety factor of the actions of γF = 1.4 and apply to the use category d / d (dry) and a strength class of the anchor rod ≥ 5.6.

3) Load specifications apply to a temperature range from -40 ° C to + 40 ° C (max. Short-term temperature + 40°C and maximal long-term temperature +24°C)

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

Referencia	Chemical fixings Installation data
	Parámetros de instalación - Hormigon
	Ø perforación[mm]	Ø máx. del agujero de fijación[mm]	Profundidad del agujero (8d)[mm]	Profundidad del agujero (12d)[mm]	Apertura de la llave en superficie plana	Par de apriete[Nm]
VT-HP + LMAS M8	10	9	64	96	13	10
VT-HP + LMAS M10	12	12	80	120	17	20
VT-HP + LMAS M12	14	14	96	144	19	40
VT-HP + LMAS M16	18	18	128	192	24	80
VT-HP + LMAS M20	24	22	160	240	30	120
VT-HP + LMAS M24	28	26	192	288	36	160
VT-HP + LMAS M27	28	30	216	324	41	180
VT-HP + LMAS M30	28	33	240	360	46	200

Spacing, edge distances and member thickness – Concrete

Referencia	Chemical fixings Installation data
	Distancia entre centros, distancia al borde y espesor - Hormigón
	Profundidad de incrustación (8d)[mm]	Espaciamiento característico para hₑf,₈d[mm]	Distancia de borde característica para hₑf,₈d[mm]	Espesor mínimo para hₑf,₈d[mm]	Profundidad de incrustación (12d)[mm]	Espaciamiento característico para hₑf,₁₂d[mm]	Distancia de borde característica para hₑf,₁₂d[mm]	Espesor mínimo para hₑf,₁₂d[mm]	Espaciamiento min.[mm]	Distancia al borde min.[mm]
	Profundidad de incrustación (8d)[mm]	Espaciamiento característico para hₑf,₈d[mm]	Distancia de borde característica para hₑf,₈d[mm]	Espesor mínimo para hₑf,₈d[mm]	Profundidad de incrustación (12d)[mm]	Espaciamiento característico para hₑf,₁₂d[mm]	Distancia de borde característica para hₑf,₁₂d[mm]	Espesor mínimo para hₑf,₁₂d[mm]	12d[mm]	12d[mm]
VT-HP + LMAS M8	64	192	96	100	96	288	144	126	40	40
VT-HP + LMAS M10	80	240	120	110	120	360	180	150	50	50
VT-HP + LMAS M12	96	288	144	126	144	432	216	174	60	60
VT-HP + LMAS M16	128	384	192	158	192	576	288	222	80	80
VT-HP + LMAS M20	160	480	240	190	240	720	360	270	100	100
VT-HP + LMAS M24	192	576	288	222	288	864	432	318	120	120
VT-HP + LMAS M27	216	648	324	246	324	972	486	354	135	135
VT-HP + LMAS M30	240	720	360	270	360	1060	540	390	150	150

Installation parameters – Rebar

Referencia	Chemical fixings Installation data
	Installation parameters – Rebar
	Ø del agujero[mm]	Profundidad del agujero (8d)[mm]	Profundidad del agujero (12d)[mm]
VT-HP + Ø8	12	64	96
VT-HP + Ø10	14	80	120
VT-HP + Ø12	16	96	144
VT-HP + Ø14	18	112	168
VT-HP + Ø16	20	128	192
VT-HP + Ø20	24	160	240
VT-HP + Ø24	-	-	-
VT-HP + Ø25	32	200	300
VT-HP + Ø27	-	-	-
VT-HP + Ø28	35	224	336
VT-HP + Ø30	-	-	-
VT-HP + Ø32	40	256	384

Spacing, edge distances and member thickness – Rebar

Referencia	Chemical fixings Installation data
	Spacing, edge distance and member thickness – Rebar
	Profundidad de incrustación (8d)[mm]	Espaciamiento característico para hₑf,₈d[mm]	Distancia de borde característica para hₑf,₈d[mm]	Espesor mínimo para hₑf,₈d[mm]	Profundidad de incrustación (12d)[mm]	Espaciamiento característico para hₑf,₁₂d[mm]	Distancia de borde característica para hₑf,₁₂d[mm]	Espesor mínimo para hₑf,₁₂d[mm]	Distancia mínima entre ejes[mm]	Distancia mínima al borde[mm]
VT-HP + Ø8	64	192	96	100	96	288	144	126	40	40
VT-HP + Ø10	80	240	120	110	120	360	180	150	50	50
VT-HP + Ø12	96	288	144	128	144	432	216	176	60	60
VT-HP + Ø14	112	336	168	148	168	504	252	204	70	70
VT-HP + Ø16	128	384	192	168	192	576	288	232	80	80
VT-HP + Ø20	160	480	240	208	240	720	360	288	100	100
VT-HP + Ø24	-	-	-	-	-	-	-	-	-	-
VT-HP + Ø25	200	600	300	264	300	900	450	364	125	125
VT-HP + Ø27	-	-	-	-	-	-	-	-	-	-
VT-HP + Ø28	224	672	335	294	336	1008	504	406	140	140
VT-HP + Ø30	-	-	-	-	-	-	-	-	-	-
VT-HP + Ø32	256	768	384	336	384	1152	576	464	160	160

embedment depth

Dimensiones

Referencia	Chemical fixings Installation data
	profundidad de empotramiento[mm]
	hef,min	hef,max	hef = 8d
VT-HP + M8	60	160	64
VT-HP + M10	60	200	80
VT-HP + M12	70	240	96
VT-HP + M16	80	320	128
VT-HP + M20	90	400	160
VT-HP + M24	96	480	192
VT-HP + M27	108	540	216
VT-HP + M30	120	600	240

Installation parameters – cracked concrete C20/25

Referencia	Chemical fixings Installation data
	Spacing, edge distance and member thickness4) non-cracked concrete C20/25
	embedment depth hef = 8d
	Espaciado característico - scr,N[mm]	distancia mínima - smin[mm]	Distancia característica entre bordes - ccr,N[mm]	distancia mínima al borde - cmin[mm]	Espesor mínimo de la viga - hmin[mm]
VT-HP + M8	192	40	96	40	100
VT-HP + M10	240	50	120	50	110
VT-HP + M12	288	60	144	60	126
VT-HP + M16	384	80	192	80	164
VT-HP + M20	480	100	240	100	208
VT-HP + M24	576	120	288	120	248
VT-HP + M27	648	135	324	135	280
VT-HP + M30	720	150	360	150	310

⁴⁾ installation characteristics of reinforcing steel, see evaluation ETA-19/0419

mounting data

Referencia	Chemical fixings Installation data
	Parámetros de instalación
	Ø de perforación - d₀[mm]	profundidad de perforación (zyl.) - h₀ ≥[mm]	Diámetro máximo del orificio de fijación - df ≤[mm]	Tamaño de llave DIN 934 (ISO 4032) - SW[kN]	Par de apriete máximo - Tinst,max[Nm]
VT-HP + M8	10	64	9	13	10
VT-HP + M10	12	80	12	17 (16)	20
VT-HP + M12	14	96	14	19 (18)	40
VT-HP + M16	18	128	18	24	80
VT-HP + M20	24	160	22	30	120
VT-HP + M24	28	192	26	36	160
VT-HP + M27	32	216	30	41	180
VT-HP + M30	35	240	33	46	200

⁴⁾ installation characteristics of reinforcing steel, see evaluation ETA-19/0419

Certificación

Declaración de prestaciones (DoP)

es-dop-e19-0419-01.pdf

Sin historial disponible

Evaluación técnica europea (ETA)

eta190419-sst-vt-hp-concrete-cons.pdf