KEM V

Vinylester High Strength Anchoring Adhesive with Seismic Certification

KEM V is a high performance vinylester anchoring adhesive for heavy-duty structural fixings in seismic areas.
This formula provides high performances when anchoring threaded rods and rebar in cracked and uncracked concrete as well as in masonry.
Working temperature: from -40 up to +120°C short period and from -40 up to +72°C long period.

Scheda tecnica

ETE

Seismic C1

Dettagli del prodotto

Immagini

Caratteristiche

Material

Vinylester

Applicazione

Applications

Steel constructions
Wood to concrete structural fixings
Industrial construction
Steel and metal construction (railings, brackets, etc.)
Anchorages for gates and machines
Post-installed rebar connections

Suitable for

Threaded rods and rebar in cracked and uncracked concrete
Threaded rods in masonry
Suitable base materials:
Concrete
Solid brick
Honeycomb
Cell like clay brick
Light weight honeycomb brick
Hollow dense aggregate block
Hollow light aggregate block
Aerated concrete (partially suitable)
Solid stone1)
Wood
1) For application on natural stone or marble, carry out test and wait 24/48 hours for any reactions

For installation instructions and information please refer to Technical Documents.

Dati tecnici

Installation parameters - Concrete

Codici	embedment depth	Installation parameteres
Codici	hef	Ø drilling - d₀	drilling depth (zyl.) - h₀ ≥	Max. fixture hole Ø - d_f ≤	Wrench size DIN 934 (ISO 4032) - SW	Max installation torque - Tinst,max
KEM V + M8	80	10	80	9	13	10
KEM V + M10	90	12	90	12	17	20
KEM V + M12	110	14	110	14	19	40
KEM V + M16	125	18	125	18	24	80
KEM V + M20	170	24	170	22	30	120
KEM V + M24	210	28	210	26	36	160
KEM V + M30	270	35	270	33	46	200

Notes to the load charts of threaded rods on concrete:

1kN ≈ 100 kgf

(1) Single anchor without influence from anchor spacing and edge distances in concrete C20/25
(2) Design Method acc. to EN 1992-4:2018 (γc= 1,5; ψsus= 1)
(3) The design loads Nrd and Vrd derive from the characteristic loads on the ETA certification and are inclusive of the partial safety factors ym
(4) The recommended loads N and V derive from the characteristic loads on the ETA certification and are inclusive of the partial safety factors γf=1.4 and γm
(5) Values valid for temperature 24°C on the long term and up to 40°C on the short term. For higher temperatures see the certification ETA
(6) M30 stainless steel threaded rod class A4 50
(7) Value of pure shear with distance from the edge C ≥ 10xhnom
(8) Seismic resistances include the factors αeq = 0,85 (single anchor under tension in the case of concrete cone failure)
(9) For all other conditions and more detailed information please refer to Technical Sheet and ETA certification

Spacing, edge distance and member thickness - Concrete

Codici	Spacing, edge distance and member thickness
	BFK embedment depths
	Characteristic spacing - scr,N	min. spacing - smin	Characteristic edge distance - ccr,N	min. edge distance - cmin	Min. member thickness - hmin
KEM V + M8	240	40	120	40	110
KEM V + M10	270	50	135	50	120
KEM V + M12	330	60	165	60	140
KEM V + M16	380	80	190	80	161
KEM V + M20	510	100	255	100	218
KEM V + M24	630	120	315	120	266
KEM V + M30	810	150	405	150	340

Characteristic resistance - Tension - NRk [kN] - Carbon Steel 5.8

Codici	embedment depth	Characteristic resistance – Carbon steel 5.8
	hef	Tension - N_Rk [kN]
		Cracked concrete	Non-cracked concrete
		C20/25	C20/25
KEM V + M8	80	8	18
KEM V + M10	90	14.1	29
KEM V + M12	110	22.8	42
KEM V + M16	125	34.5	68.8
KEM V + M20	170	58.7	109
KEM V + M24	210	87	149.7
KEM V + M30	270	152.8	218.3

Characteristic resistance - Shear - VRk [kN]

Codici	embedment depth	Characteristic resistance
	hef	Shear - V_Rk
		Static and quasi-static loads
		Carbon steel 5.8	Stainless steel A4 70
KEM V + M8	80	11	13
KEM V + M10	90	17	20
KEM V + M12	110	25	30
KEM V + M16	125	47	55
KEM V + M20	170	74	86
KEM V + M24	210	106	124
KEM V + M30	270	168	140

Design resistance - Tension - NRd [kN] – Carbon steel 5.8

Codici	embedment depth	Design resistance – Carbon steel 5.8
	hef	Tension - N_Rd [kN]
		Cracked concrete	Non-cracked concrete
		C20/25	C20/25
KEM V + M8	80	5.4	12
KEM V + M10	90	7.9	18.9
KEM V + M12	110	12.7	27.6
KEM V + M16	125	19.2	38.2
KEM V + M20	170	32.6	60.6
KEM V + M24	210	48.4	83.2
KEM V + M30	270	84.9	121.3

Design resistance - Shear - VRd [kN]

Codici	embedment depth	Design resistance
	hef	Shear - V_Rd
		Static and quasi-static loads
		Carbon steel 5.8	Stainless steel A4 70
KEM V + M8	80	8.8	8.3
KEM V + M10	90	13.9	12.8
KEM V + M12	110	20.2	19.2
KEM V + M16	125	37.7	35.3
KEM V + M20	170	58.8	55.1
KEM V + M24	210	84.7	79.5
KEM V + M30	270	134.6	58.8

Permissible resistance - Tension - N [kN] – Carbon steel 5.8

Codici	embedment depth	Permissible resistance – Carbon steel 5.8
	hef	Tension - N [kN]
		Cracked concrete	Non-cracked concrete
		C20/25	C20/25
KEM V + M8	80	3.8	8.6
KEM V + M10	90	5.6	13.5
KEM V + M12	110	9.1	19.7
KEM V + M16	125	13.7	27.3
KEM V + M20	170	23.3	43.3
KEM V + M24	210	34.5	59.4
KEM V + M30	270	60.6	86.6

Permissible resistance - Shear - V [kN]

Codici	embedment depth	Permissible resistance
	hef	Shear - V
		Static and quasi-static loads
		Carbon steel 5.8	Stainless steel A4 70
KEM V + M8	80	6.3	5.9
KEM V + M10	90	9.9	9.2
KEM V + M12	110	14.5	13.7
KEM V + M16	125	26.9	25.2
KEM V + M20	170	42	39.3
KEM V + M24	210	60.5	56.7
KEM V + M30	270	96.2	42

Characteristic resistance seismic C1 - Tension - NRk,eq,c1 [kN] – Carbon steel 5.8

Codici	embedment depth	Characteristic resistance
	hef	Seismic C1
		Tension - N_Rk,eq,C1 [kN]
		C20/25
KEM V + M8	80	5
KEM V + M10	90	8.8
KEM V + M12	110	15.3
KEM V + M16	125	23.2
KEM V + M20	170	39.5
KEM V + M24	210	60.1
KEM V + M30	270	114.5

Characteristic resistance seismic C1 - Shear - with seismic washer - VRk,eq,c1 [kN]

Codici	embedment depth	Characteristic resistance with seismic washer (α_gap = 1,0)
	hef	Seismic C1
		Shear - V_rk,eq,C1
		Carbon steel 5.8	Stainless steel A4 70
KEM V + M8	80	7.7	9
KEM V + M10	90	12.1	14.2
KEM V + M12	110	17.7	20.7
KEM V + M16	125	33	38.5
KEM V + M20	170	51.5	60
KEM V + M24	210	74.1	86.5
KEM V + M30	270	117.8	98.2

Characteristic resistance seismic C1 - Shear - without seismic washer - VRk,eq,c1 [kN]

Codici	embedment depth	Characteristic resistance without seismic washer (α_gap = 0,5)
	hef	Seismic C1
		Shear - V_rk,eq,C1
		Carbon steel 5.8	Stainless steel A4 70
KEM V + M8	80	3.9	4.5
KEM V + M10	90	6.1	7.1
KEM V + M12	110	8.9	10.4
KEM V + M16	125	16.5	19.3
KEM V + M20	170	25.8	30
KEM V + M24	210	37.1	43.3
KEM V + M30	270	58.9	49.1

Design resistance seismic C1 - Tension - NRd,eq,c1 [kN] – Carbon steel 5.8

Codici	embedment depth	Design resistance
	hef	Seismic C1
		Tension - N_Rd,eq,C1 [kN]
		C20/25
KEM V + M8	80	3.3
KEM V + M10	90	4.9
KEM V + M12	110	8.5
KEM V + M16	125	12.9
KEM V + M20	170	22
KEM V + M24	210	33.4
KEM V + M30	270	63.6

Design resistance seismic C1 - Shear - with seismic washer - VRd,eq,c1 [kN]

Codici	embedment depth	Design resistance with seismic washer (α_gap = 1,0)
	hef	Seismic C1
		Shear - V_rd,eq,C1
		Carbon steel 5.8	Stainless steel A4 70
KEM V + M8	80	5.7	5.8
KEM V + M10	90	9.7	9.1
KEM V + M12	110	14.1	13.2
KEM V + M16	125	26.3	24.7
KEM V + M20	170	41.2	38.5
KEM V + M24	210	59.3	55.4
KEM V + M30	270	94.3	41.2

Design resistance seismic C1 - Shear - without seismic washer - VRd,eq,c1 [kN]

Codici	embedment depth	Design resistance without seismic washer (α_gap = 0,5)
	hef	Seismic C1
		Shear - V_rd,eq,C1
		Carbon steel 5.8	Stainless steel A4 70
KEM V + M8	80	2.9	2.9
KEM V + M10	90	4.9	4.6
KEM V + M12	110	7.1	6.6
KEM V + M16	125	13.2	12.4
KEM V + M20	170	20.6	19.3
KEM V + M24	210	29.7	27.7
KEM V + M30	270	47.2	20.6

Permissible resistance seismic C1 - Tension - Neq,c1 [kN] – Carbon steel 5.8

Codici	embedment depth	Permissible resistance
	hef	Seismic C1
		Tension - N,_eq,C1 [kN]
		C20/25
KEM V + M8	80	2.4
KEM V + M10	90	3.5
KEM V + M12	110	6.1
KEM V + M16	125	9.2
KEM V + M20	170	15.7
KEM V + M24	210	23.9
KEM V + M30	270	45.4

Permissible resistance seismic C1 - Shear - with seismic washer - Veq,c1 [kN]

Codici	embedment depth	Permissible resistance with seismic washer (α_gap = 1,0)
	hef	Seismic C1
		Shear - V,_eq,C1
		Carbon steel 5.8	Stainless steel A4 70
KEM V + M8	80	4.1	4.1
KEM V + M10	90	7	6.5
KEM V + M12	110	10.1	9.5
KEM V + M16	125	18.8	17.6
KEM V + M20	170	29.4	27.5
KEM V + M24	210	42.4	39.6
KEM V + M30	270	67.3	29.5

Permissible resistance seismic C1 - Shear - without seismic washer - Veq,c1 [kN]

Codici	embedment depth	Permissible resistance without seismic washer (α_gap = 0,5)
	hef	Seismic C1
		Shear - V,_eq,C1
		Carbon steel 5.8	Stainless steel A4 70
KEM V + M8	80	2.1	2.1
KEM V + M10	90	3.5	3.3
KEM V + M12	110	5.1	4.8
KEM V + M16	125	9.4	8.8
KEM V + M20	170	14.7	13.8
KEM V + M24	210	21.2	19.8
KEM V + M30	270	33.7	14.8

Masonry - Clay solid brick - fbk ≥ 28 MPa - ρ ≥ 1,6 kg/dm3 EN 771-1

Codici	permissible tension and shearloads [kN] for a single anchor without effects of distances and spacings
	embedment depth hef	drill hole d₀	Clay solid brick - f_bk ≥ 28 MPa - ρ ≥ 1,6 kg/dm³ EN 771-1		edge distance Ccr = Cmin	spacing Scr = Smin	max torque Tinst max
	embedment depth hef	drill hole d₀	Tension - N [kN]	Shear - V [kN]	edge distance Ccr = Cmin	spacing Scr = Smin	max torque Tinst max
KEM V + M8	80	10	1.6	1.6	120	240	2
KEM V + M10	90	12	1.7	1.6	135	270	2
KEM V + M12	100	14	2	1.6	150	300	2

1kN ≈ 100 kgf

(1) Single anchor without influence from anchor spacing and edge distances
(2) Design method according to EOTA TR054
(3) The recommended loads N and V derive from the characteristic loads on the ETA certification and are inclusive of the partial safety factors γf=1.4 and γm
(4) Values valid for temperature 24°C on the long term and up to 40°C on the short term. For higher temperatures see the certification ETA
(5) For all other conditions, more detailed information or different types of masonry please refer to ETA certification

Masonry - Clay hollow brick double UNI - fbk ≥ 28 MPa - ρ ≥ 1,2 kg/dm3 EN 771-1

Codici	permissible tension and shearloads [kN] for a single anchor without effects of distances and spacings
	Clay hollow brick double UNI - f_bk ≥ 28 MPa - ρ ≥ 1,2 kg/dm³ EN 771-1					edge distance Ccr = Cmin	spacing Scr = Smin	max torque Tinst max
	min embedment depth hef	Stud diameter	drill hole d₀	Tension - N	Shear - V	edge distance Ccr = Cmin	spacing Scr = Smin	max torque Tinst max
KEM V + BRP Ø12	50	M6 M8	12	0.3	0.7	100	250	2
KEM V + BRP Ø15	85	M8 M10	16	0.3	0.7	100	250	2
KEM V + BRP Ø20	85	M12	22	0.3	0.7	120	250	2

1kN ≈ 100 kgf

(1) Single anchor without influence from anchor spacing and edge distances
(2) Design method according to EOTA TR054
(3) The recommended loads N and V derive from the characteristic loads on the ETA certification and are inclusive of the partial safety factors γf=1.4 and γm
(4) Values valid for temperature 24°C on the long term and up to 40°C on the short term. For higher temperatures see the certification ETA
(5) M6 stud not included in ETA certification
(6) For all other conditions, more detailed information or different types of masonry please refer to ETA certification

Masonry - Clay hollow brick - fbk ≥ 6 MPa - ρ ≥ 0,6 kg/dm3 EN 771-1

Codici	permissible tension- and shearloads [kN] for a single anchor without effects of distances and spacings
	Clay hollow brick - f_bk ≥ 6 MPa - ρ ≥ 0,6 kg/dm³ EN 771-1					edge distance Ccr = Cmin	spacing Scr = Smin	max torque Tinst max
	min embedment depth hef	Stud diameter	drill hole d0	Tension - N [mm]	Shear - V [mm]	edge distance Ccr = Cmin	spacing Scr = Smin	max torque Tinst max
KEM V + BRP Ø12	50	M6 M8	12	0.1	0.7	100	250	2
KEM V + BRP Ø15	85	M8 M10	16	0.1	0.7	100	250	2
KEM V + BRP Ø20	85	M12	22	0.1	0.7	120	250	2

1kN ≈ 100 kgf

(1) Single anchor without influence from anchor spacing and edge distances
(2) Design method according to EOTA TR054
(3) The recommended loads N and V derive from the characteristic loads on the ETA certification and are inclusive of the partial safety factors γf=1.4 and γm
(4) Values valid for temperature 24°C on the long term and up to 40°C on the short term. For higher temperatures see the certification ETA
(5) M6 stud not included in ETA certification
(6) For all other conditions, more detailed information or different types of masonry please refer to ETA certification

Installazione

Riferimento

Advantages

Excellent mechanical and thermal characteristics
Seismic performance C1
High chemical resistance suitable in highly aggressive atmospheres
Suitable for damp concrete and flooded holes
Minimum installation temperature -10°C (-20°C for Winter version)
Fire resistance R120

Product features

•   Assessment for C1 Category SEISMIC ZONE according to TR049
•   Assessment ETA-08/0383 for cracked concrete op.1 according to EAD 330499-01-0601
•   Assessment ETA-12/0553 for post-installed rebar connections according to EAD 330087-01-0601
•   Assessment ETA-12/0543 on masonry according to EAD 330076-01-0604
•   Fire resistance
•   Certified for drinking water applications according to NSF/ANSI 61 Standard
•   Temperature range after curing: -40 / +72°C (max 120°C for short period)
•   Water resistant according to EN12390-8 Standard
•   High chemical resistance of bonded resin
•   LEED tested A+

Safety data sheet available on web site www.strongtie.eu/sds

KEM V

Table "KEM V" cannot be displayed : no references available.

Consiglio tecnico

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Anchors Pro

Dettagli del prodotto

Immagini

Caratteristiche

Material

Applicazione

Applications

Suitable for

Dati tecnici

Installation parameters - Concrete

Spacing, edge distance and member thickness - Concrete

Characteristic resistance - Tension - NRk [kN] - Carbon Steel 5.8

Characteristic resistance - Shear - VRk [kN]

Design resistance - Tension - NRd [kN] – Carbon steel 5.8

Design resistance - Shear - VRd [kN]

Permissible resistance - Tension - N [kN] – Carbon steel 5.8

Permissible resistance - Shear - V [kN]

Characteristic resistance seismic C1 - Tension - NRk,eq,c1 [kN] – Carbon steel 5.8

Characteristic resistance seismic C1 - Shear - with seismic washer - VRk,eq,c1 [kN]

Characteristic resistance seismic C1 - Shear - without seismic washer - VRk,eq,c1 [kN]

Design resistance seismic C1 - Tension - NRd,eq,c1 [kN] – Carbon steel 5.8

Design resistance seismic C1 - Shear - with seismic washer - VRd,eq,c1 [kN]

Design resistance seismic C1 - Shear - without seismic washer - VRd,eq,c1 [kN]

Permissible resistance seismic C1 - Tension - Neq,c1 [kN] – Carbon steel 5.8

Permissible resistance seismic C1 - Shear - with seismic washer - Veq,c1 [kN]

Permissible resistance seismic C1 - Shear - without seismic washer - Veq,c1 [kN]

Masonry - Clay solid brick - fbk ≥ 28 MPa - ρ ≥ 1,6 kg/dm3 EN 771-1

Masonry - Clay hollow brick double UNI - fbk ≥ 28 MPa - ρ ≥ 1,2 kg/dm3 EN 771-1

Masonry - Clay hollow brick - fbk ≥ 6 MPa - ρ ≥ 0,6 kg/dm3 EN 771-1

Installazione

Riferimento

Advantages

Product features

KEM V

Consiglio tecnico

Autres

Certificati di idoneità

Media - Product File: ETA

Informazioni su Simpson Strong-Tie®

Simpson Strong-Tie Italy

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Email

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