KEM HR

Hybrid Vinylester Universal Anchoring Adhesive with Seismic Certification

KEM HR is a universal hybrid vinylester anchoring adhesive for structural fixings in seismic areas.
The fast curing formula provides high performances when anchoring threaded rods and rebar in cracked and uncracked concrete and masonry.
Working temperature: from -40 up to +80°C short period and from -40 up to +50°C long period.

Scheda tecnica

ETE

Seismic C1 C2

Dettagli del prodotto

Immagini

Caratteristiche

Material

Hybrid vinylester

Applicazione

Applications

Steel constructions
Wood to concrete 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

KEM HR

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

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

Codici	embedment depth	Characteristic resistance – Carbon steel 5.8
	hef	Tension - N_Rk
		Cracked concrete	Non-cracked concrete
		C20/25	C20/25
KEM HR + M8	80	9.1	17.1
KEM HR + M10	90	12.7	22.6
KEM HR + M12	110	18.7	33.2
KEM HR + M16	125	28.3	50.3
KEM HR + M20	170	-	85.5
KEM HR + M24	210	-	126.7

Characteristic resistance - Shear - VRk [kN]

Codici	embedment depth	Characteristic resistance
	hef	Shear - VRk
		Static and quasi-static loads
		Carbon steel 5.8	Stainless steel A4 70
KEM HR + M8	80	11	13
KEM HR + M10	90	17.4	20
KEM HR + M12	110	25.3	30
KEM HR + M16	125	47.1	55
KEM HR + M20	170	73.5	85.8
KEM HR + M24	210	105.9	123.6

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

Codici	embedment depth	Design resistance – Carbon steel 5.8
	hef	Tension - N_Rd
		Cracked concrete	Non-cracked concrete
		C20/25	C20/25
KEM HR + M8	80	5	9.5
KEM HR + M10	90	7.1	12.6
KEM HR + M12	110	10.4	18.4
KEM HR + M16	125	15.7	27.9
KEM HR + M20	170	-	47.5
KEM HR + M24	210	-	70.4

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 HR + M8	80	8.8	8.2
KEM HR + M10	90	13.9	13
KEM HR + M12	110	20.2	18.9
KEM HR + M16	125	37.7	35.2
KEM HR + M20	170	58.8	55
KEM HR + M24	210	84.7	79.2

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

Codici	embedment depth	Permissible resistance – Carbon steel 5.8
	hef	Tension - N
		Cracked concrete	Non-cracked concrete
		C20/25	C20/25
KEM HR + M8	80	3.6	6.8
KEM HR + M10	90	5.1	9
KEM HR + M12	110	7.4	13.2
KEM HR + M16	125	11.2	20
KEM HR + M20	170	-	33.9
KEM HR + M24	210	-	50.3

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 HR + M8	80	6.3	5.9
KEM HR + M10	90	9.9	9.3
KEM HR + M12	110	14.4	13.5
KEM HR + M16	125	26.9	25.2
KEM HR + M20	170	42	39.3
KEM HR + M24	210	60.5	56.6

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
		C20/25
KEM HR + M8	80	4.6
KEM HR + M10	90	6.4
KEM HR + M12	110	9.5
KEM HR + M16	125	13.8

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	Carbon steel 8.8	Stainless steel A4 70
KEM HR + M8	80	9.3	9.3	9.3
KEM HR + M10	90	12.7	12.7	12.7
KEM HR + M12	110	19.1	19.1	19.1
KEM HR + M16	125	27.7	27.7	27.7

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	Carbon steel 8.8	Stainless steel A4 70
KEM HR + M8	80	4.7	4.7	4.7
KEM HR + M10	90	6.4	6.4	6.4
KEM HR + M12	110	9.6	9.6	9.6
KEM HR + M16	125	13.9	13.9	13.9

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
		C20/25
KEM HR + M8	80	2.6
KEM HR + M10	90	3.5
KEM HR + M12	110	5.3
KEM HR + M16	125	7.7

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	Carbon steel 8.8	Stainless steel A4 70
KEM HR + M8	80	5.2	5.2	5.2
KEM HR + M10	90	7.2	7.2	7.2
KEM HR + M12	110	10.8	10.8	10.8
KEM HR + M16	125	15.7	15.7	15.7

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	Carbon steel 8.8	Stainless steel A4 70
KEM HR + M8	80	2.6	2.6	2.6
KEM HR + M10	90	3.6	3.6	3.6
KEM HR + M12	110	5.4	5.4	5.4
KEM HR + M16	125	7.9	7.9	7.9

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

Codici	embedment depth	Permissible resistance
	hef	Seismic C1
		Tension - N_eq,C1
		C20/25
KEM HR + M8	80	1.8
KEM HR + M10	90	2.5
KEM HR + M12	110	3.8
KEM HR + M16	125	5.5

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	Carbon steel 8.8	Stainless steel A4 70
KEM HR + M8	80	3.7	3.7	3.7
KEM HR + M10	90	5.2	5.2	5.2
KEM HR + M12	110	7.7	7.7	7.7
KEM HR + M16	125	11.2	11.2	11.2

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	Carbon steel 8.8	Stainless steel A4 70
KEM HR + M8	80	1.9	1.9	1.9
KEM HR + M10	90	2.6	2.6	2.6
KEM HR + M12	110	3.9	3.9	3.9
KEM HR + M16	125	5.6	5.6	5.6

Characteristic resistance seismic C2 - Tension - NRk,eq,c2 [kN] – Carbon steel 8.8 /stainless steel 70

Codici	embedment depth	Characteristic resistance
	hef	Seismic C2
		Tension - N_Rk,eq,C2
		C20/25
KEM HR + M12	110	3.1
KEM HR + M16	125	6

Characteristic resistance seismic C2 - Shear - with seismic washer - VRk,eq,c2 [kN]

Codici	embedment depth	Characteristic resistance with seismic washer (α_gap = 1,0)
	hef	Seismic C2
		Shear - V_rk,eq,C2
		Carbon steel 8.8	Stainless steel A4 70
KEM HR + M12	110	6.2	6.2
KEM HR + M16	125	11.9	11.9

Characteristic resistance seismic C2 - Shear - without seismic washer - VRk,eq,c2 [kN]

Codici	embedment depth	Characteristic resistance without seismic washer (α_gap = 0,5)
	hef	Seismic C2
		Shear - V_rk,eq,C2
		Carbon steel 8.8	Stainless steel A4 70
KEM HR + M12	110	3.1	3.1
KEM HR + M16	125	6	6

Design resistance seismic C2 - Tension - NRd,eq,c2 [kN] – Carbon steel 8.8 /stainless steel 70

Codici	embedment depth	Design resistance
	hef	Seismic C2
		Tension - N_Rd,eq,C2
		C20/25
KEM HR + M12	110	1.7
KEM HR + M16	125	3.3

Design resistance seismic C2 - Shear - with seismic washer - VRd,eq,c2 [kN]

Codici	embedment depth	Design resistance with seismic washer (α_gap = 1,0)
	hef	Seismic C2
		Shear - V_rd,eq,C2
		Carbon steel 8.8	Stainless steel A4 70
KEM HR + M12	110	3.5	3.5
KEM HR + M16	125	6.8	6.8

Design resistance seismic C2 - Shear - without seismic washer - VRd,eq,c2 [kN]

Codici	embedment depth	Design resistance without seismic washer (α_gap = 0,5)
	hef	Seismic C2
		Shear - V_rd,eq,C2
		Carbon steel 8.8	Stainless steel A4 70
KEM HR + M12	110	1.8	1.8
KEM HR + M16	125	3.4	3.4

Permissible resistance seismic C2 - Tension - Neq,c2 [kN] – Carbon steel 8.8 /stainless steel 70

Codici	embedment depth	Permissible resistance
	hef	Seismic C2
		Tension - N_eq,C2
		C20/25
KEM HR + M12	110	1.2
KEM HR + M16	125	2.4

Permissible resistance seismic C2 - Shear - with seismic washer - Veq,c2 [kN]

Codici	embedment depth	Permissible resistance with seismic washer (α_gap = 1,0)
	hef	Seismic C2
		Shear - V_eq,C2
		Carbon steel 8.8	Stainless steel A4 70
KEM HR + M12	110	2.5	2.5
KEM HR + M16	125	4.8	4.8

Permissible resistance seismic C2 - Shear - without seismic washer - Veq,c2 [kN]

Codici	embedment depth	Permissible resistance without seismic washer (α_gap= 0,5)
	hef	Seismic C2
		Shear - V_eq,C2
		Carbon steel 8.8	Stainless steel A4 70
KEM HR + M12	110	1.3	1.3
KEM HR + M16	125	2.4	2.4

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 - fbk ≥ 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	Shear - V	edge distance Ccr = Cmin	spacing Scr = Smin	max torque Tinst max
KEM HR + M8	80	10	0.9	1.6	120	240	6
KEM HR + M10	90	12	0.9	1.9	135	270	10
KEM HR + M12	100	14	0.7	2.6	150	300	10
KEM HR + M16	100	18	1.3	2.6	150	300	10

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 proportional to each diameter
(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 ≥ 20 MPa - ρ ≥ 0,9 kg/dm3 EN 771-1

Codici	permissible tension and shearloads [kN] for a single anchor without effects of distances and spacings [mm]
	Clay hollow brick double UNI - fbk ≥ 20 MPa - ρ ≥ 0,9 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 HR + BRP Ø12	50	M6 - M8	12	0.4	0.9	100	250	2
KEM HR + BRP Ø15	85	M8 - M10	16	0.4	0.9	100	250	2
KEM HR + BRP Ø20	85	M12 - M16	22	0.4	0.9	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 proportional to each diameter
(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 ≥ 0,5 kg/dm3 EN 771-1

Codici	permissible tension and shearloads [kN] for a single anchor without effects of distances and spacings
	Clay hollow brick - fbk ≥ 6 MPa - ρ ≥ 0,5 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 HR + BRP Ø12	50	M6 - M8	12	0.2	0.2	100	250	2
KEM HR + BRP Ø15	85	M8 - M10	16	0.2	0.2	100	250	2
KEM HR + BRP Ø20	85	M12 - M16	22	0.2	0.2	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 proportional to each diameter
(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

Installation parameters - Concrete

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

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 proportional to each diameter
(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 proportional to each diameter
(5) Values valid for temperature 24°C on the long term and up to 40° on the short term. For higher temperatures see the certification ETA
(6) Value of pure shear with distance from the edge C ≥ 10xhnom
(7) Seismic resistances include the factors αeq = 0,85 (single anchor under tension in the case of concrete cone failure)
(8) Seismic C2 tension resistances refer to threaded rods min class 8.8 for carbon steel or 70 for stainless steel
(9) For all other conditions and more detailed information please refer to Technical Sheet and ETA certifications

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 HR + M8	240	40	120	40	110
KEM HR + M10	270	50	135	50	120
KEM HR + M12	330	60	165	60	140
KEM HR + M16	380	80	190	80	161
KEM HR + M20	510	100	255	100	218
KEM HR + M24	630	120	315	120	266

Riferimento

Advantages

Fast curing
Seismic performance C1 and C2
Suitable for damp concrete and flooded holes

Product features

•   European Technical Assessment ETA-20/0106 for C1 and C2 seismic category according TR049
•   European Technical Assessment ETA-20/0106 for cracked concrete opt.1 according to EAD 330499-01-0601
•   European Technical Assessment ETA-20/0105 on masonry according to EAD 330076-00-0604
•   European Technical Assessment ETA-20/0104 for post-installed rebar connection according to EAD 330087-00-601
•   Medium-heavy weights
•   Good thixotropy
•   Vertical ceiling fixings
•   Temperature range after curing: -40 / +50°C (max 80°C for short period)
•   Leed tested A+

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

Consiglio tecnico

Additional documents

kem-hr-eta-20-0106-en-op1-2020-01-30-2873-cpr-m-527-18-10-2020.pdf (345.32 KB)

eta-20-0105-kem-hr-masonry-2873-cpr-m-527-19-10-20-01-01-2021.pdf (67.37 KB)

eta-20-0104-kem-hr-rebar-2873-cpr-m-527-20-10-20-01-01-2021.pdf (67.44 KB)

Anchors Pro

Dettagli del prodotto

Immagini

Caratteristiche

Material

Applicazione

Applications

Suitable for

Dati tecnici

KEM HR

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]

Characteristic resistance seismic C2 - Tension - NRk,eq,c2 [kN] – Carbon steel 8.8 /stainless steel 70

Characteristic resistance seismic C2 - Shear - with seismic washer - VRk,eq,c2 [kN]

Characteristic resistance seismic C2 - Shear - without seismic washer - VRk,eq,c2 [kN]

Design resistance seismic C2 - Tension - NRd,eq,c2 [kN] – Carbon steel 8.8 /stainless steel 70

Design resistance seismic C2 - Shear - with seismic washer - VRd,eq,c2 [kN]

Design resistance seismic C2 - Shear - without seismic washer - VRd,eq,c2 [kN]

Permissible resistance seismic C2 - Tension - Neq,c2 [kN] – Carbon steel 8.8 /stainless steel 70

Permissible resistance seismic C2 - Shear - with seismic washer - Veq,c2 [kN]

Permissible resistance seismic C2 - Shear - without seismic washer - Veq,c2 [kN]

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

Masonry - Clay hollow brick double UNI - fbk ≥ 20 MPa - ρ ≥ 0,9 kg/dm3 EN 771-1

Masonry - Clay hollow brick - fbk ≥ 6 MPa - ρ ≥ 0,5 kg/dm3 EN 771-1

Installazione

Installazione

Installation parameters - Concrete

Spacing, edge distance and member thickness - Concrete

Riferimento

Advantages

Product features

Consiglio tecnico

Additional documents

Certificati di idoneità

Media - Product File: ETA

Informazioni su Simpson Strong-Tie®

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