ULMA - Polymer Concrete

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Quality

The ULMA's POLYMER CONCRETE Prefabricates for Buildings , possess excellent physical-mechanical characteristics, thanks to their carefully developed composition of silica aggregates and stable polyester resin, as accredited the Quality Certificates issued by this prestigious institution.

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PHYSICAL PROPERTIES STANDARD POLYMER CONCRETE TRADITIONAL CONCRETE
Water absorption
UNE 221 91 0,22% 8,10%
Water absorption by capillarity
RILEM CPC11    
Weight increase
  •  
  • 0 g 39,3 g
    Absorption
  •  
  • 0 g/mm2 0,02 g/mm 2
    Freeze Resistance
    UNE 127 004 Unaltered
    Cracking and loss of mass
    Resistance to chemical products *
         
    H2 SO4 (1:5 )
    Bending strength (kp/cm2)
    Strength (kp/cm2)
  •  
  • 352
    1331
    damaged
    damaged
    KOH 200 g/l
    Bending strength (kp/cm2)
    Strength (kp/cm2)
  •  
  • 295
    1078
    58
    256
    Lubricant Oil
    Bending strength (kp/cm2)
    Strength (kp/cm2)
  •  
  • 369
    1272
    52
    217
    Gasoline
    Bending strength (kp/cm2)
    Strength (kp/cm2)
  •  
  • 386
    1272
    46
    206
    Fuel oil
    Bending strength (kp/cm2)
    Strength (kp/cm2)
  •  
  • 347
    1288
    44
    177
    Cleaning Product
    Bending strength (kp/cm2)
    Strength (kp/cm2)
  •  
  • 347
    1288
    53
    202
    HCL(1:5)
    Bending strength (kp/cm2)
    Strength (kp/cm2)
  •  
  • 367
    1206
    45
    190
    Resistance to impacts (height)
    UNE 127 007 95 cm. 55 cm.
    Resistance to wear by abrasion
    UNE 127 005/1 0,53 cm. 5,03 cm.
    Resistance to thermal changes
    UNE 22 197    
    Loss of weight
  •  
  • 0,07% 1,03%
    Resistance to bending
  •  
  • 369 kp/cm2 58 kp/cm2
    Resistance to compression
  •  
  • 1261 kp/cm2 299 kp/cm2
    Resistance to compression
    UNE 22 194 1307 kp/cm2 257 kp/cm2
    Resistance to bending on tile
    UNE 127 006 337 kp/cm2 57,9 kp/cm2
    Linear thermal expansion Coefficient
    UNE 67 103 2,4-10-5 ºC 1,0-10-5 ºC
    * For use of certain acids, ask first..
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