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Baubedarf und -Konstruktionen, Häser, Anlagen

Stahlbetonpfahl _________

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 •  Inter
 *  Nat.
  • SZH V30F50

    *  SZH V30F50

     
  • Prestressed from class concrete on compression strength of Â30, marks on freezing resistance of F50, marks on watertight of W8
  • SZHV V30F150

    *  SZHV V30F150

     
  • Âèáðèðîâàííàÿ from class concrete on compression strength of Â30, marks on freezing resistance of F150 and watertight of W2
  • 1.011.1-10 V20

    *  1.011.1-10 V20

     
  • Series 1. 011. 1-10 from class concrete on compression strength Â20
  • V22,5F200

    *  V22,5F200

     
  • With conventional reinforcement from heavy cement concrete of class on compression strength of Â22, 5, marks on freezing resistance of F200, watertight of W6
  • SZH 30h30 V15F150

    *  SZH 30h30 V15F150

     
  • Square section of 30õ30 from class concrete on compression strength of Â15 mark on freezing resistance of F150 and watertight of W6
  • SZH 30h30 V20F150

    *  SZH 30h30 V20F150

     
  • Square section of 30õ30 from class concrete on compression strength of Â20 mark on freezing resistance of F150 and watertight of W6
  • SZH V20F50

    *  SZH V20F50

     
  • From concrete on compression strength of Â20 class, marks on freezing resistance F50, marks on watertight of W2
  • SZH V22,5

    *  SZH V22,5

     
  • With conventional reinforcement from heavy cement concrete of class on compression strength of Â22, 5; marks on freezing resistance of F150
  • SZH V22,5F100

    *  SZH V22,5F100

     
  • From class concrete on compression strength of Â22, 5; marks on freezing resistance of F100, on watertight of W8
  • SZH KS V25

    *  SZH KS V25

     
  • Square section for bridge abutments from class concrete in fastness on Â25 compression, marks on freezing resistance of F300, marks on watertight of W6
  • SZH KS30h30

    *  SZH KS30h30

     
  • Râàäðàòíîãî cross section of 30õ30 for basements of dwelling and public building from class concrete on compression strength in 22, 5, marks on freezing resistance of F200, marks on watertight of W6
  • SZH PS

    *  SZH PS

     
  • Rectangular section for device of pile caps of walls quays from class concrete on compression strength of Â22, 5; freezing resistances of F150, on watertight of W8
  • SZH-300*300

    *  SZH-300*300

     
  • Cross section 300*300 MM.
  • SZHA V22,5F150

    *  SZHA V22,5F150

     
  • With conventional reinforcement from class concrete on compression strength of Â22, 5, marks on freezing resistance of F150, marks on watertight of W8
  • SZHPR

    *  SZHPR

     
  • With conventional reinforcement of rectangular section for device of pile grillages from class concrete on compression strength of Â22, 5, marks on freezing resistance of F150, marks on watertight of W8
  • SFZH V15F100

    *  SFZH V15F100

     
  • For basements from class concrete on compression strength of Â15; freezing resistances of F100, on watertight of W6