WCF-EASF/WCF-EASF-E/WCF-EASF-C

Injection methacrylate anchors - for large and medium loads
for use use with cracked and non-cracked concrete zones, without styrene

Description:
Methacrylic two-component (1:10) injection anchor without styrene. For professional use for reli-able, durable connections. Anchor used to set in threaded rods and rebars into concrete substrates. Content: 410 ml; Working temperatures for hardened anchor: -40 ̊C to +80 ̊C
Substrate material
  • Cracked and non-cracked concrete (option 1) C20/25 through C50/60;
  • Reinforced and non-reinforced concrete;
  • Dry, wet concrete and flooded holes (Cat 2);
  • Deep anchoring - rebars, calculations in accordance with EC2 EN 1992-1-1;
  • Non cracked concrete (option 7) C12/15 through C50/60
  • Reinforced and non-reinforced concrete
  • dry and wet concrete
Related rods
  • Threaded rods M8-M30 made of galvanized steel grades: 4.6, 5.8, 8.8, 10.9;
  • Threaded rods M8-M30 made of stainless steel grades: A4-70, A4-80;
  • Threaded rods M8-M30 made of HCR steel: 1.4529;
  • Galvanized or hot-dip galvanized rods;
  • Rebars: Ø8, Ø10, Ø12, Ø16, Ø20, Ø25, Ø32, grade: B,C;
  • Rebars (post installed in accordance with TR023/EC2): Ø8, Ø10, Ø12, Ø14, Ø16, Ø20, Ø25, class: B, C;
Application temperatures
*Does not apply deep anchoring
WCF-EASF-410 WCF-EASF-E-410 WCF-EASF-C-410*
Features and advantages
Wide range of applications Connection of steel structures (railings, handrails); reinforcement of building elements, bridges and other construction structures; post installing rebars; structural connections to anchored rebars (connections to walls, pillars, foundations), calculation method according to TR 029, CEN/TS 1992-4 and to EC2EN 1992-1-1;
Styrene-free Styrene-free Does not release volatile styrene compounds, making it safe for people and suitable for indoor areas;
Normal recipe, summer and winter Can be used in various working conditions: WCF-EASF - for normal installation conditions +5 ̊C to +30 ̊C; WCF-EASF-E - for summer (tropical) installation conditions +15 ̊C to +40 ̊C; WCF-EASF-C - for winter installation conditions -10 ̊C to +20 ̊C;Styrene-free Does not release volatile styrene compounds, making it safe for people and suitable for indoor areas;
No stress in substrate during installation It allows for installation near the edges without risking cracking of the substrate
Installation in cracked concrete Ability to install threaded rods in the tension zone of the reinforced concrete, cracked concrete, such as slabs, beams,
Long life Valid for use within 12 months in normal storage conditions
Content 410 ml - coaxial cartridge Increased volume - 410 ml for large work scope, the coaxial cartridge eliminates problems during application and allows for use of every cm 3 of the product
Ordering list
Code Pcs.
410ml WCF-EASF-410 5+13 12
WCF-EASF-E-410 15+40 12
WCF-EASF-C-410 -10+20 12
Installation parameters - threaded rods
Parameters Rod Size
M8 M10 M12 16 M20 M24 M27 M30
Threaded rod diameter d [mm] 8 10 12 16 20 24 27 30
Hole Diameter d0 [mm] 10 12 14 18 22 26 30 35
For minimum embedment depth= 8d Min. embedment depth hef,max [mm] 64 80 96 128 160 192 216 240
For minimum embedment depth= 8d Min. hole depth h0,max [mm] 69 85 101 133 165 197 221 245
For minimum embedment depth= 8d Min. distance from the edge Cmin [mm] 35 40 50 65 80 96 110 120
For minimum embedment depth= 8d Min. spacing between connector centres Smin [mm] 35 40 50 65 80 96 110 120
For Maximun anchoring depth= 20d Min. embedent depth hef,max [mm] 160 200 240 320 400 480 540 600
For minimum embedment depth= 8d Max. crevice depth h0,max [mm] 165 205 245 325 405 485 545 605
For minimum embedment depth= 8d Min. distance from the edge Cmin [mm] 80 100 120 160 200 240 270 300
For minimum embedment depth= 8d Min. spacing between connector centres Smin [mm] 80 100 120 160 200 240 270 300
Min. base material thickness hmin [mm] hef+30 mm > 100 mm hef+2*d0
Torque Tinst [Nm] 10 20 40 80 150 200 240 275
Curing time
Substrate temp [ ̊C] Resin type -10 ÷ -5 -5 ÷ 0 0 ÷ 5 5 ÷ 10 10 ÷ 15 15 ÷ 20 20 ÷ 25 25 ÷ 30 30 ÷ 35 35 ÷ 40
Working time [min.] EASF - - - 10 8 6 5 4 - -
Working time [min.] EASF-E - - - - - 15 10 7.5 5 3.5
Working time [min.] EASF-C 50 15 10 5 5 5 1.4 - - -
Hardening time [min] EASF - - - 145 85 75 50 40 - -
Hardening time [min] EASF-E - - - - - 300 145 85 50 40
Hardening time [min] EASF-C 720 100 75 50 50 50 20 - - -