tds-hu-muszaki adatlap macres system concrete panels eng rev03 dec2013 (1)

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  • 7/25/2019 TDS-HU-Muszaki Adatlap MacRes System Concrete Panels ENG Rev03 Dec2013 (1)

    1/1

    TECHNICAL DATA SHEETRev.03, Date 19.12.2013

    MACRES

    SYSTEM - Concrete PanelsSOIL REINFORCEMENT STRUCTURES WITH CONCRETE VERTICAL WALL

    COPY

    RIG

    HT

    MAC

    CAFERR

    I

    2013Maccaferri.Allrightsreserved.

    Maccafe

    rriwillenforceCopyright.

    MACCAFERRI CENTRAL EUROPE s.r.o. has implementedand applies a quality management system pursuant to thestandard EN ISO 9001:2008 certified by TSS CERTICOM.

    MACCAFERRI CENTRAL EUROPE s.r.o.tvernk 662, 906 13 Brezov pod BradlomCommercial-technical office: Kopianska 15, 851 01 BratislavaTel.: 02/ 202 400 56, e-mail: [email protected], www.maccaferri.sk

    MACRES SYSTEM has been developed to realize soilreinforcement structures. The system is developed through linearreinforcement placed on the reinforcement soil, in consequentlayers connected to a flexible concrete wall.

    CONCRETE PANELS

    The concrete wall is realised coupling precasted panels placedon the face of the structure, in relation to the specificcharacteristics of each project. The panels have characteristicsthat allow the construction of very high structures, heavily loaded.The concrete panel could be delivered with the sight face indifferent surface finishing:Smooth concrete- typical finishingNatural Stone -ornamental or local personalised stones, whichallows both a landscape inserting at low impact and thepossibility to recover the local hystorical origins.

    With matrix- obtained through printable matrix.

    The concrete panels MACRES have CE marking as per thestandard UNI EN 15258:

    1372-CPD-1470

    Standard of reference:

    UNI EN 15258 Precast concrete products - Retaining wallelements

    UNI EN 13369 Common rules for precast concrete

    products; UNI EN 206 Concrete - Part 1: Specification, performance,

    production and conformity

    UNI 11104 Concrete - Specification, performance,production and conformity - Additional instruction for theapplication of EN 206-1

    DM 14/01/2008 Technical standards for construction ;

    AFNOR NF-P 94/270 Ouvrages en sols rapports renforcspar armatures ou nappes peu extensibles et souples;

    UNI EN 14475 - Execution of geotechnical particular worksSoil reinforcement

    Materials

    Concrete with guaranteed performance in conformity to EN206 and UNI 11104;Minimum class of compression resistance: C32/40 (UNI EN206 and UNI11104)Exposure class: XF1in compliance to UNI11104 prospect 4

    Framework steel (when present)Steel type B450C

    Lifting pinsMoulded steel DEHA type, having a resistance of 10 kN

    Male balancing and female coating pipe in injected rigid PVC

    Rubber support plates EPDM

    Horizontal and verical joint finishing with separation functionfrom the back retaining wall, woven non-woven stripsdelivered in rolls 40 cm height and 250gr/m2.

    Support plates DEHA pin

    Constitutive elements

    Panels with natural stone finishing

    Panels with matrix finishing

    Typical panel

    Typical panel schem

    Supportplates

    Reinforcement

    connection

    Liftingelement