ITH 410 Wi Winter injection resin

ARTICLENUMBER9640072911

Vinylester injection resin 410 ml for use in cold winter conditions

Styrene-free, two component winter resin with reduced curing time for bonding studs, bolts and rebars into drilled holes.
Safe storage and use in temperatures down to -20 °C.
ETA OPTION 1 (ETA-13/0774), ETA-17/0422 masonry ETAG 029
Suitable also for overhead installations, LEED tested, LOW VOC content.
Store partially used cartridge with mixer on. Reusable for up to a month depending on storage conditions. Change mixer before reusing.
Mixing nozzle is included with each cartridge. Large cartridge size especially for professional use and serial installations.
Suitable conditions related to stud and rebar material qualities: ZP for dry indoor and temporary outdoor use; HDG/MG and A2 for dry and humid indoor use, outdoor in rural areas only; A4 for indoor, outdoor and industrial use; HCR for extremely corrosive conditions.

Product overview

Packaging

Pack: 10 / Pallet: 700

Weight

741 g

EAN

6416031729119

Suitable Conditions

Dry indoor, Humid indoor, rural outdoor, Outdoor

Applications

Cold climate down to -20 °C
Steel constructions
Post-installed rebars
Facades
Railings
Base plates
Close edge applications
Small anchor spacings

Base Material

Approved for

Aerated concrete block

Cracked concrete

Hollow light expanded clay aggregate block

Non cracked concrete

Perforated clay brick

Perforated sand-lime brick

Solid clay brick

Solid light expanded clay aggregate block

Solid sand-lime brick

Suitable for

Natural stone

Hollow core slab

Technical Data

GTIN-13

6416031729119

Approvals / Certificates

ETA & DOP (ETA-13-0774)

Fire resistance (ETA-13-0774)

CE Sign (ETA-13-0774)

ETA & DOP (ETA-13-0775)

Fire resistance (ETA-13-0775)

CE Sign (ETA-13-0775)

Drinking water contact

Installation

Documents

ETA 13/0775 : ITH Ve for rebar

ETA 13/0774 : ITH Ve for rebar

DoP : ITH-Ve, ITH-Wi

ETA 17/0422 : ITH Ve / Winter for masonry

DoP : ITH Ve / Winter for masonry

Gel and curing times

Base material temperature	Gel time	Curing Time
+10 ℃	6	60
+5 ℃	6	80
0 ℃	10	150
-5 ℃	20	300
-10 ℃	35	600
-15 ℃	55	960
-20 ℃	75	1440

Installation details by rebar diameter

Rebar class	Reber diameter	Drill hole diameter	Base material	Embedment depth (h_nom)	Theoretical resin Consumption	Load definition	Load type	Load value
A500HV	8 mm	12 mm	Cracked concrete, C20/25	80 mm	6 ml	frec	N_Rec	4,3 kN
A500HV	8 mm	12 mm	Cracked concrete, C20/25	80 mm	6 ml	frec	V_Rec	3,3 kN
A500HV	8 mm	12 mm	Non cracked concrete, C20/25	80 mm	6 ml	frec	N_Rec	9,6 kN
A500HV	8 mm	12 mm	Non cracked concrete, C20/25	80 mm	6 ml	frec	V_Rec	6,7 kN
A500HV	10 mm	14 mm	Cracked concrete, C20/25	90 mm	11 ml	frec	N_Rec	6,2 kN
A500HV	10 mm	14 mm	Cracked concrete, C20/25	90 mm	11 ml	frec	V_Rec	5,6 kN
A500HV	10 mm	14 mm	Non cracked concrete, C20/25	90 mm	11 ml	frec	N_Rec	13,5 kN
A500HV	10 mm	14 mm	Non cracked concrete, C20/25	90 mm	11 ml	frec	V_Rec	10,5 kN
A500HV	12 mm	16 mm	Cracked concrete, C20/25	110 mm	21 ml	frec	N_Rec	9,1 kN
A500HV	12 mm	16 mm	Cracked concrete, C20/25	110 mm	21 ml	frec	V_Rec	7,5 kN
A500HV	12 mm	16 mm	Non cracked concrete, C20/25	110 mm	21 ml	frec	N_Rec	19,7 kN
A500HV	12 mm	16 mm	Non cracked concrete, C20/25	110 mm	21 ml	frec	V_Rec	14,8 kN
A500HV	14 mm	18 mm	Cracked concrete, C20/25	115 mm	34 ml	frec	N_Rec	11,0 kN
A500HV	14 mm	18 mm	Cracked concrete, C20/25	115 mm	34 ml	frec	V_Rec	9,9 kN
A500HV	14 mm	18 mm	Non cracked concrete, C20/25	115 mm	34 ml	frec	N_Rec	24,1 kN
A500HV	14 mm	18 mm	Non cracked concrete, C20/25	115 mm	34 ml	frec	V_Rec	20,0 kN
A500HV	16 mm	20 mm	Cracked concrete, C20/25	125 mm	46 ml	frec	N_Rec	13,7 kN
A500HV	16 mm	20 mm	Cracked concrete, C20/25	125 mm	46 ml	frec	V_Rec	12,3 kN
A500HV	16 mm	20 mm	Non cracked concrete, C20/25	125 mm	46 ml	frec	N_Rec	28,0 kN
A500HV	16 mm	20 mm	Non cracked concrete, C20/25	125 mm	46 ml	frec	V_Rec	26,2 kN
A500HV	20 mm	24 mm	Cracked concrete, C20/25	170 mm	83 ml	frec	N_Rec	23,3 kN
A500HV	20 mm	24 mm	Cracked concrete, C20/25	170 mm	83 ml	frec	V_Rec	18,0 kN
A500HV	20 mm	24 mm	Non cracked concrete, C20/25	170 mm	83 ml	frec	N_Rec	44,4 kN
A500HV	20 mm	24 mm	Non cracked concrete, C20/25	170 mm	83 ml	frec	V_Rec	40,0 kN
A500HV	25 mm	32 mm	Cracked concrete, C20/25	210 mm	134 ml	frec	N_Rec	36,0 kN
A500HV	25 mm	32 mm	Cracked concrete, C20/25	210 mm	134 ml	frec	V_Rec	25,7 kN
A500HV	25 mm	32 mm	Non cracked concrete, C20/25	210 mm	134 ml	frec	N_Rec	61,0 kN
A500HV	25 mm	32 mm	Non cracked concrete, C20/25	210 mm	134 ml	frec	V_Rec	56,6 kN
A500HV	28 mm	35 mm	Cracked concrete, C20/25	250 mm	278 ml	frec	N_Rec	56,5 kN
A500HV	28 mm	35 mm	Cracked concrete, C20/25	250 mm	278 ml	frec	V_Rec	33,6 kN
A500HV	28 mm	35 mm	Non cracked concrete, C20/25	250 mm	278 ml	frec	N_Rec	79,2 kN
A500HV	28 mm	35 mm	Non cracked concrete, C20/25	250 mm	278 ml	frec	V_Rec	62,5 kN
A500HV	32 mm	40 mm	Cracked concrete, C20/25	280 mm	567 ml	frec	N_Rec	66,9 kN
A500HV	32 mm	40 mm	Cracked concrete, C20/25	280 mm	567 ml	frec	V_Rec	41,1 kN
A500HV	32 mm	40 mm	Non cracked concrete, C20/25	280 mm	567 ml	frec	N_Rec	93,9 kN
A500HV	32 mm	40 mm	Non cracked concrete, C20/25	280 mm	567 ml	frec	V_Rec	69,3 kN

Performance data for solid base material

Stud Size	Property class	Base material	Embedment depth (h_nom)	Min base material thickness	Installation Torque	Load type	Load value
M8	Stud steel 5.8	Cracked concrete, C20/25	80 mm	110 mm	10 Nm	N_Rec	4,3 kN
M8	Stud steel 5.8	Cracked concrete, C20/25	80 mm	110 mm	10 Nm	V_Rec	3,3 kN
M8	Stud steel 5.8	Non cracked concrete, C20/25	80 mm	110 mm	10 Nm	N_Rec	8,6 kN
M8	Stud steel 5.8	Non cracked concrete, C20/25	80 mm	110 mm	10 Nm	V_Rec	5,1 kN
M10	Stud steel 5.8	Cracked concrete, C20/25	90 mm	120 mm	20 Nm	N_Rec	6,2 kN
M10	Stud steel 5.8	Cracked concrete, C20/25	90 mm	120 mm	20 Nm	V_Rec	5,6 kN
M10	Stud steel 5.8	Non cracked concrete, C20/25	90 mm	120 mm	20 Nm	N_Rec	13,5 kN
M10	Stud steel 5.8	Non cracked concrete, C20/25	90 mm	120 mm	20 Nm	V_Rec	8,6 kN
M12	Stud steel 5.8	Cracked concrete, C20/25	120 mm	140 mm	40 Nm	N_Rec	9,1 kN
M12	Stud steel 5.8	Cracked concrete, C20/25	120 mm	140 mm	40 Nm	V_Rec	7,5 kN
M12	Stud steel 5.8	Non cracked concrete, C20/25	120 mm	140 mm	40 Nm	N_Rec	19,7 kN
M12	Stud steel 5.8	Non cracked concrete, C20/25	120 mm	140 mm	40 Nm	V_Rec	12,0 kN
M16	Stud steel 5.8	Cracked concrete, C20/25	140 mm	161 mm	80 Nm	N_Rec	13,7 kN
M16	Stud steel 5.8	Cracked concrete, C20/25	140 mm	161 mm	80 Nm	V_Rec	12,3 kN
M16	Stud steel 5.8	Non cracked concrete, C20/25	140 mm	161 mm	80 Nm	N_Rec	28,0 kN
M16	Stud steel 5.8	Non cracked concrete, C20/25	140 mm	161 mm	80 Nm	V_Rec	22,3 kN
M20	Stud steel 5.8	Cracked concrete, C20/25	170 mm	218 mm	120 Nm	N_Rec	23,3 kN
M20	Stud steel 5.8	Cracked concrete, C20/25	170 mm	218 mm	120 Nm	V_Rec	18,0 kN
M20	Stud steel 5.8	Non cracked concrete, C20/25	170 mm	218 mm	120 Nm	N_Rec	44,4 kN
M20	Stud steel 5.8	Non cracked concrete, C20/25	170 mm	218 mm	120 Nm	V_Rec	34,9 kN
M24	Stud steel 5.8	Cracked concrete, C20/25	210 mm	266 mm	160 Nm	N_Rec	34,6 kN
M24	Stud steel 5.8	Cracked concrete, C20/25	210 mm	266 mm	160 Nm	V_Rec	23,7 kN
M24	Stud steel 5.8	Non cracked concrete, C20/25	210 mm	266 mm	160 Nm	N_Rec	61,0 kN
M24	Stud steel 5.8	Non cracked concrete, C20/25	210 mm	266 mm	160 Nm	V_Rec	50,3 kN
M30	Stud steel 5.8	Cracked concrete, C20/25	280 mm	350 mm	200 Nm	N_Rec	66,9 kN
M30	Stud steel 5.8	Cracked concrete, C20/25	280 mm	350 mm	200 Nm	V_Rec	37,8 kN
M30	Stud steel 5.8	Non cracked concrete, C20/25	280 mm	350 mm	200 Nm	N_Rec	93,9 kN
M30	Stud steel 5.8	Non cracked concrete, C20/25	280 mm	350 mm	200 Nm	V_Rec	65,5 kN

Installation details for solid base material

Stud Size	SW	Hole in fixture	Drill hole diameter	Min hole depth	Embedment depth (h_nom)	Theoretical resin Consumption
M8	13 mm	9 mm	10 mm	80 mm	80 mm	5 ml
M10	17 mm	12 mm	12 mm	90 mm	90 mm	7 ml
M12	19 mm	14 mm	14 mm	110 mm	110 mm	12 ml
M16	24 mm	18 mm	18 mm	125 mm	125 mm	22 ml
M20	30 mm	22 mm	24 mm	170 mm	170 mm	52 ml
M24	36 mm	26 mm	28 mm	210 mm	210 mm	87 ml
M30	46 mm	33 mm	35 mm	280 mm	280 mm	180 ml