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)
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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