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BIS-P
Polyester Injection Adhesive
 
   
     
    BIS-P Technical Data Sheet for the installation of Threaded Rods in Non-Cracked Concrete  
     
 

Specification Data for the use in Non-Cracked Concrete and Carbide/Air Drilled Holes

BIS-P Installation Dimensions

Anchor Size Da [mm] M8 M10 M12 M16 M20 M24
Anchor Rod Length La [mm] 110 130 160 190 260 300
Hole Diameter d0 [mm] 10 12 14 18 24 28
Embedment Depth h0=hef [mm] 80 90 110 125 170 210
Diameter Fixture Hole df [mm] 9 12 14 18 22 26
Fixture Height tfix [mm] 20 30 35 45 70 65
Recommended Torque Tinst [Nm] 10 20 40 80 120 160
Required Volume/cm Vs [cc] 0,44 0,59 0,75 1,09 2,25 2,87

BIS-P Member Thickness, Edge Distance & Spacing

Anchor Size Da [mm] M8 M10 M12 M16 M20 M24
Min. Member Thickness hmin [mm] 110 120 140 160 215 270
Min. Edge Distance Cmin [mm] 40 50 60 80 100 120
Min. Spacing Smin [mm] 40 50 60 80 100 120

BIS-P Steel Brush Dimensions

Anchor Size Da [mm] M8 M10 M12 M16 M20 M24
Brush Diameter D [mm] 12 14 16 20 26 30
Min. Brush Diameter Dmin [mm] 10,5 12,5 14,5 18,5 24,5 28,5

BIS-P Installation Procedures

BIS-P Processing & Curing Times

Concrete Temperature Processing Time Min. Curing Time in Dry Holes
5˚C 25 min 120 min
10˚C 20 min 100 min
20˚C 6 min 45 min
30˚C 4 min 25 min
35˚C 2 min 20 min

 

 

 
     
 

BIS-P Performance Data1)

Steel Failure



Design Resistance Dry/Wet Holes

Anchor Size Da [mm] M8 M10 M12 M16 M20 M24
Steel 5.8 Tensile Nrd [kN] 9,5 12,6 18,4 27,9 47,5 70,4
Shear2) Vrd [kN] 7,2 11,2 16,8 31,2 48,8 70,4
Steel 8.8 Tensile Nrd [kN] 9,5 12,6 18,4 27,9 47,5 70,4
Shear2) Vrd [kN] 12,0 18,4 27,2 50,4 78,4 112,8
A4-70 Tensile Nrd [kN] 9,5 12,6 18,4 27,9 47,5 70,4
Shear2) Vrd [kN] 8,3 12,8 19,2 35,3 55,1 79,5

Design Resistance Flooded Holes

Anchor Size Da [mm] M8 M10 M12 M16 M20 M24
Steel 5.8 Tensile Nrd [kN] 9,5 12,6 18,4 27,9 -- --
Shear2) Vrd [kN] 7,2 11,2 16,8 31,2 -- --
Steel 8.8 Tensile Nrd [kN] 9,5 12,6 18,4 27,9 -- --
Shear2) Vrd [kN] 12,0 18,4 27,2 50,4 -- --
A4-70 Tensile Nrd [kN] 9,5 12,6 18,4 27,9 -- --
Shear2) Vrd [kN] 8,3 12,8 19,2 35,3 -- --

Recommended Loads3) Dry/Wet Holes

Anchor Size Da [mm] M8 M10 M12 M16 M20 M24
Steel 5.8 Tensile Nrec [kN] 6,8 9,0 13,2 19,9 33,9 50,3
Shear2) Vrec [kN] 5,1 8,0 12,0 22,3 34,9 50,3
Steel 8.8 Tensile Nrec [kN] 6,8 9,0 13,2 19,9 33,9 50,3
Shear2) Vrec [kN] 8,6 13,1 19,4 36,0 56,0 80,6
A4-70 Tensile Nrec [kN] 6,8 9,0 13,2 19,9 33,9 50,3
Shear2) Vrec [kN] 6,0 9,2 13,7 25,2 39,4 56,8

Recommended Loads3) Flooded Holes

Anchor Size Da [mm] M8 M10 M12 M16 M20 M24
Steel 5.8 Tensile Nrec [kN] 6,8 9,0 13,2 19,9 -- --
Shear2) Vrec [kN] 5,1 8,0 12,0 22,3 -- --
Steel 8.8 Tensile Nrec [kN] 6,8 9,0 13,2 19,9 -- --
Shear2) Vrec [kN] 8,6 13,1 19,4 36,0 -- --
A4-70 Tensile Nrec [kN] 6,8 9,0 13,2 19,9 -- --
Shear2) Vrec [kN] 6,0 9,2 13,7 25,2 -- --

1) Loads in kN for a single anchor in concrete C20/C25. Temperature 24˚C/40˚C for long/short term. No Influence of Edge Distances or Spacing.
Increasing factors for concrete ψc: C30/37: 1,04 C40/50: 1,08 C50/60: 1,10 2) Steel strength in kN without bending moment. 3) Recommended Loads incl. Safety factor γG = 1,4.

 

 
 

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