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.

Technical Data Sheet

CE Marking

ETA

Seismic C1 C2

Fire resistance R 120

Wet environnement using

Fix Calc

Product Details

Images

Features

Material

Vinylester

Advantages

Excellent mechanical and thermal characteristics
Seismic performance C1 and C2
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

Application

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.

Technical Data

KEM V

Reference	Chemical fixings dimensions
	Info product
	Title	Color	Content[ml]	Storage months	Qty[pcs]
9430200000200	KEM V 943	Grey	300	18.0	12

Spacing, edge distance and member thickness - Concrete

Reference	Chemical fixings Installation data
	Spacing, edge distance and member thickness
	BFK embedment depths[kN]
	Characteristic spacing - scr,N	Min. spacing - smin[mm]	Characteristic edge distance - ccr,N[mm]	Min. edge distance - cmin[mm]	Min. member thickness - hmin[mm]
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

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

Reference	Chemical fixings Installation data	Chemical fixings Loads
	Embedment depth[mm]	Design resistance[kN]
	hef	Tension - NRd[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]

Reference	Chemical fixings Installation data	Chemical fixings Loads
	Embedment depth[mm]	Design resistance[kN]
	hef	Shear - VRd[kN]
		Static and quasi-static loads[kN]
		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

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

Reference	Chemical fixings Loads
	Masonry
	Permissible tension and shearloads for a single anchor without effects of distances and spacings
	Clay solid brick - fbk ≥ 28 MPa - ρ ≥ 1,6 kg/dm3 EN 771-1
	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

Reference	Chemical fixings Loads
	Masonry
	Permissible tension and shearloads for a single anchor without effects of distances and spacings
	Clay hollow brick double UNI - fbk ≥ 28 MPa - ρ ≥ 1,2 kg/dm3 EN 771-1
	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

Reference	Chemical fixings Loads
	Masonry
	Permissible tension and shearloads for a single anchor without effects of distances and spacings
	Clay hollow brick - fbk ≥ 6 MPa - ρ ≥ 0,6 kg/dm3 EN 771-1[mm]
	min embedment depth hef	Stud diameter	drill hole d0	Tension - N[mm]	Shear - V[mm]	edge distance Ccr = Cmin[mm]	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

Installation

Installation parameters - Concrete

Reference	Chemical fixings Installation data
	Embedment depth[mm]	Installation parameters
	hef	Ø drilling diameter[mm]	Depth of the drilling hole[mm]	Ø max. fixture hole[mm]	Ouverture de clé sur plat[kN]	Installation Torque[Nm]
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

Reference

Product features

•   Assessment for C1 &C2 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

Technical Notes

Other

kem-up-vinylester-fire-tr020-18-06-2018-en.pdf

kem-up-vinylester-eta-12-0553-en-rebar-2021-01-01-2873-cpr-m-527-11-10-20.pdf

kem-up-vinylester-eta-08-0383-en-op1-seismic-2018-12-04-2873-cpr-m-527-12-10-2020.pdf

kem-up-vinylester-eta-12-0543-en-masonry-2021-02-15-2873-cpr-m-527-6-10-2020.pdf

1683-kem-up-941-942-943.pdf

Certification

European Technical Assessment (ETA)

kem-up-vinylester-eta-12-0543-en-masonry-2016-12-15.pdf

No history available

kem-up-vinylester-eta-08-0383-en-op1-seismic-2019-12-11.pdf

No history available

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Product Details

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Features

Material

Advantages

Application

Applications

Suitable for

Technical Data

KEM V

Spacing, edge distance and member thickness - Concrete

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

Design resistance - Shear - VRd [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

Installation

Installation parameters - Concrete

Reference

Product features

Technical Notes

Other

Certification

European Technical Assessment (ETA)

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