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Injection resin ITH 300 Pe

Download Sormat code 9640072940

Cost-efficient general purpose polyester injection resin

  • Rapid-curing and styrene-free, two component polyester injection resin for bonding studs, bolts and rebars into drilled holes.
  • Ideal for non-cracked concrete, masonry, porous base materials and hollow structures with sieve sleeves.
  • Low VOC content, LEED tested, temperature resistance -40 °C - +80 °C.
  • Store partially used cartridge with mixer on. Change mixer before reusing. Expiry date marked on the cartridge.
  • Mixing nozzle is included with each cartridge. The 300 ml cartridge can be used with ordinary silicone gun.
  • 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

Other codes
/
Material
Resin
Packages
piece: 1 / outer carton: 12 / pallet: 900
Weight
549.0 kg / 1000
GTIN-13
6416031729409
Availability
end of life

Applications

  • Wall ties
  • Construction joints
  • Gates
  • Barriers
  • Close edge applications
  • Small anchor spacings

Base materials

Approved for
  • Aerated concrete block
  • 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
Also suitable for
  • Hollow-core slab
  • Natural stone

Technical data

Installation details

Installation details

Head details

Gel and curing times

Base material temperature Gel time Curing time
+35 °C 2 min 20 min  
+30 °C 4 min 25 min  
+20 °C 6 min 45 min  
+10 °C 20 min 1 h 40 min  
+5 °C 25 min 2 h   
0 °C 45 min 3 h   
-5 °C 1 h 30 min 6 h   

Installation details for solid base material

Stud size SW Hole in fixture (df) Drill hole diameter (d0) Min. hole depth (h1) Embedment depth (hnom) Theoretical resin consumption (vol)
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

Installation details for hollow base material

Stud size SW Hole in fixture (df) Drill hole diameter (d0) Min. hole depth (h1) Embedment depth (hnom) Theoretical resin consumption (vol)
M8 13 mm 9 mm 16 mm 90 mm 85 mm 18 ml
M10 17 mm 12 mm 16 mm 90 mm 85 mm 18 ml
M12 19 mm 14 mm 20 mm 90 mm 85 mm 27 ml
M16 24 mm 18 mm 20 mm 90 mm 85 mm 27 ml

Performance data for solid base material

Stud size Property class Base material Embedment depth (hnom) Min. base material thickness (hmin) Installation torque (Tinst) Load type Load direction Load value
M8 Steel 5.8 Non-cracked concrete C20/25 80 mm 110 mm 10 Nm NRec tension 6.3 kN
M8 Steel 5.8 Non-cracked concrete C20/25 80 mm 110 mm 10 Nm VRec shear 5.1 kN
M8 A4-70 Non-cracked concrete C20/25 80 mm 110 mm 10 Nm NRec tension 6.3 kN
M8 A4-70 Non-cracked concrete C20/25 80 mm 110 mm 10 Nm VRec shear 6.0 kN
M10 Steel 5.8 Non-cracked concrete C20/25 90 mm 120 mm 20 Nm NRec tension 13.8 kN
M10 Steel 5.8 Non-cracked concrete C20/25 90 mm 120 mm 20 Nm VRec shear 8.6 kN
M10 A4-70 Non-cracked concrete C20/25 90 mm 120 mm 20 Nm NRec tension 13.8 kN
M10 A4-70 Non-cracked concrete C20/25 90 mm 120 mm 20 Nm VRec shear 9.2 kN
M12 Steel 5.8 Non-cracked concrete C20/25 110 mm 140 mm 40 Nm NRec tension 13.9 kN
M12 Steel 5.8 Non-cracked concrete C20/25 110 mm 140 mm 40 Nm VRec shear 12.0 kN
M12 A4-70 Non-cracked concrete C20/25 110 mm 140 mm 40 Nm NRec tension 13.9 kN
M12 A4-70 Non-cracked concrete C20/25 110 mm 140 mm 40 Nm VRec shear 13.7 kN
M16 Steel 5.8 Non-cracked concrete C20/25 125 mm 161 mm 80 Nm NRec tension 19.8 kN
M16 Steel 5.8 Non-cracked concrete C20/25 125 mm 161 mm 80 Nm VRec shear 22.0 kN
M16 A4-70 Non-cracked concrete C20/25 125 mm 161 mm 80 Nm NRec tension 19.8 kN
M16 A4-70 Non-cracked concrete C20/25 125 mm 161 mm 80 Nm VRec shear 25.2 kN
M20 Steel 5.8 Non-cracked concrete C20/25 170 mm 218 mm 120 Nm NRec tension 29.8 kN
M20 Steel 5.8 Non-cracked concrete C20/25 170 mm 218 mm 120 Nm VRec shear 34.9 kN
M20 A4-70 Non-cracked concrete C20/25 170 mm 218 mm 120 Nm NRec tension 29.8 kN
M20 A4-70 Non-cracked concrete C20/25 170 mm 218 mm 120 Nm VRec shear 39.4 kN
M24 Steel 5.8 Non-cracked concrete C20/25 210 mm 266 mm 160 Nm NRec tension 37.7 kN
M24 Steel 5.8 Non-cracked concrete C20/25 210 mm 266 mm 160 Nm VRec shear 50.3 kN
M24 A4-70 Non-cracked concrete C20/25 210 mm 266 mm 160 Nm NRec tension 37.7 kN
M24 A4-70 Non-cracked concrete C20/25 210 mm 266 mm 160 Nm VRec shear 56.8 kN
M8 Steel 5.8 Solid light expanded clay aggregate fb ≥ 3 MN/m2 80 mm NRec tension 2.30 kN
M8 Steel 5.8 Light expanded clay aggregate with insulation fb ≥ 4 MN/m2 80 mm NRec tension 1.80 kN
M10 Steel 5.8 Solid light expanded clay aggregate fb ≥ 3 MN/m2 80 mm NRec tension 2.30 kN
M10 Steel 5.8 Light expanded clay aggregate with insulation fb ≥ 4 MN/m2 80 mm NRec tension 1.80 kN
M12 Steel 5.8 Solid light expanded clay aggregate fb ≥ 3 MN/m2 80 mm NRec tension 2.30 kN
M12 Steel 5.8 Light expanded clay aggregate with insulation fb ≥ 4 MN/m2 80 mm NRec tension 1.80 kN
M16 Steel 5.8 Solid light expanded clay aggregate fb ≥ 3 MN/m2 80 mm NRec tension 2.30 kN
M16 Steel 5.8 Light expanded clay aggregate with insulation fb ≥ 4 MN/m2 80 mm NRec tension 1.80 kN
M8 Steel 5.8 Aerated concrete AAC 1,5 80 mm NRec tension 0.35 kN
M8 Steel 5.8 Aerated concrete AAC 2,5 80 mm NRec tension 0.65 kN
M8 Steel 5.8 Aerated concrete AAC 4,0 80 mm NRec tension 0.70 kN
M10 Steel 5.8 Aerated concrete AAC 1,5 80 mm NRec tension 0.45 kN
M10 Steel 5.8 Aerated concrete AAC 2,5 80 mm NRec tension 0.75 kN
M10 Steel 5.8 Aerated concrete AAC 4,0 80 mm NRec tension 0.95 kN
M12 Steel 5.8 Aerated concrete AAC 1,5 80 mm NRec tension 0.45 kN
M12 Steel 5.8 Aerated concrete AAC 2,5 80 mm NRec tension 0.75 kN
M12 Steel 5.8 Aerated concrete AAC 4,0 80 mm NRec tension 1.30 kN

Performance data for hollow base material

Stud size Property class Base material Embedment depth (hnom) Min. base material thickness (hmin) Installation torque (Tinst) Load type Load direction Load value
M8 Steel 5.8 Hollow light expanded clay aggregate fb ≥ 2,7 MN/m2 85 mm NRec tension 2.00 kN
M10 Steel 5.8 Hollow light expanded clay aggregate fb ≥ 2,7 MN/m2 85 mm NRec tension 2.00 kN
M12 Steel 5.8 Hollow light expanded clay aggregate fb ≥ 2,7 MN/m2 85 mm NRec tension 2.00 kN
M16 Steel 5.8 Hollow light expanded clay aggregate fb ≥ 2,7 MN/m2 85 mm NRec tension 2.00 kN

Installation

Additional information