{"id":178,"date":"2018-05-21T16:47:39","date_gmt":"2018-05-21T16:47:39","guid":{"rendered":"https:\/\/demo.keonthemes.com\/business-consultr\/?page_id=119"},"modified":"2019-07-10T13:46:17","modified_gmt":"2019-07-10T12:46:17","slug":"ficheproduit","status":"publish","type":"page","link":"https:\/\/scsigus.dz\/scs\/ficheproduit\/","title":{"rendered":"Fiche Technique du Produit"},"content":{"rendered":"\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
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CIMENT PORTLAND COMPOSE CPJ-CEM II\/ A-L 42.5 N<\/strong><\/p>\n<\/td>\n<\/tr>\n

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Avril 2019<\/p>\n<\/td>\n<\/tr>\n

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CARACTERISTIQUE CHIMIQUE<\/p>\n<\/td>\n

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CARACTERISTIQUE PHYSIQUE<\/p>\n<\/td>\n

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CARACTERESTIQUE MECANIQUE<\/p>\n<\/td>\n<\/tr>\n

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ELEMENTS<\/p>\n<\/td>\n

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% EN MASSE<\/p>\n<\/td>\n

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NORME NA<\/p>\n<\/td>\n

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\u00a0<\/p>\n<\/td>\n

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NORME NA<\/p>\n<\/td>\n

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EN MPa<\/p>\n<\/td>\n<\/tr>\n

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PAF 950\u00b0C<\/p>\n<\/td>\n

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1 – 2<\/p>\n<\/td>\n

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NA230<\/p>\n<\/td>\n

\n

CONSISTANCE NORMALE<\/p>\n<\/td>\n

\n

\u2265 25<\/p>\n<\/td>\n

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NA 442<\/p>\n<\/td>\n

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COMPRESSION<\/p>\n<\/td>\n<\/tr>\n

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CaO<\/p>\n<\/td>\n

\n

55 – 65<\/p>\n<\/td>\n

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NA230<\/p>\n<\/td>\n

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DEBUT DE PRISE<\/p>\n<\/td>\n

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\u2265 60<\/p>\n<\/td>\n

\n

\u00a0<\/p>\n<\/td>\n

\n

02 Jours<\/p>\n<\/td>\n

\n

\u226512.50<\/p>\n<\/td>\n<\/tr>\n

\n

SiO2<\/p>\n<\/td>\n

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22 – 28<\/p>\n<\/td>\n

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NA230<\/p>\n<\/td>\n

\n

FIN DE PRISE<\/p>\n<\/td>\n

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150 250<\/p>\n<\/td>\n

\n

\u00a0<\/p>\n<\/td>\n

\n

07 Jours<\/p>\n<\/td>\n

\n

25-35<\/p>\n<\/td>\n<\/tr>\n

\n

AI2O3<\/p>\n<\/td>\n

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5 – 6<\/p>\n<\/td>\n

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NA232<\/p>\n<\/td>\n

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EXPANSION A CHAUD<\/p>\n<\/td>\n

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\u226410 mm<\/p>\n<\/td>\n

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\u00a0<\/p>\n<\/td>\n

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28 Jours<\/p>\n<\/td>\n

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42.5 52.5<\/p>\n<\/td>\n<\/tr>\n

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Fe2O3<\/p>\n<\/td>\n

\n

3 – 3.6<\/p>\n<\/td>\n

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NA231<\/p>\n<\/td>\n

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SS Blaine cm2<\/sup>\/g<\/p>\n<\/td>\n

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3300 4000<\/p>\n<\/td>\n

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NA 234<\/p>\n<\/td>\n

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FLEXION<\/p>\n<\/td>\n<\/tr>\n

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MgO<\/p>\n<\/td>\n

\n

1 – 2<\/p>\n<\/td>\n

\n

NA231<\/p>\n<\/td>\n

\n

\u00a0<\/p>\n<\/td>\n

\n

\u00a0<\/p>\n<\/td>\n

\n

\u00a0<\/p>\n<\/td>\n

\n

02 Jours<\/p>\n<\/td>\n

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3.0\u20134.0<\/p>\n<\/td>\n<\/tr>\n

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K2O<\/p>\n<\/td>\n

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0.3 – 0.6<\/p>\n<\/td>\n

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\u00a0<\/p>\n<\/td>\n

\n

\u00a0<\/p>\n<\/td>\n

\n

\u00a0<\/p>\n<\/td>\n

\n

\u00a0<\/p>\n<\/td>\n

\n

07 Jours<\/p>\n<\/td>\n

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5.0-6.5<\/p>\n<\/td>\n<\/tr>\n

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Na2O<\/p>\n<\/td>\n

\n

0.1 – 0.16<\/p>\n<\/td>\n

\n

NA440<\/p>\n<\/td>\n

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RETRAIT DU MORTIER \u00b5m\/m<\/p>\n<\/td>\n

\n

\u2264 1000<\/p>\n<\/td>\n

\n

28 Jours<\/p>\n<\/td>\n

\n

6.5-8.5<\/p>\n<\/td>\n<\/tr>\n

\n

SO3<\/p>\n<\/td>\n

\n

1.8 – 2.5<\/p>\n<\/td>\n

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COMPOSITION POTENTIELLE EN %<\/p>\n<\/td>\n

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% DES CONSTITUANTS<\/p>\n<\/td>\n<\/tr>\n

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CaOL<\/p>\n<\/td>\n

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0.8 – 1.8<\/p>\n<\/td>\n

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C3S<\/p>\n<\/td>\n

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55 \u2013 65<\/p>\n<\/td>\n

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CLINKER<\/p>\n<\/td>\n

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\u2265 74%<\/p>\n<\/td>\n<\/tr>\n

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CL–<\/sup><\/p>\n<\/td>\n

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0 – 0.01<\/p>\n<\/td>\n

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C2S<\/p>\n<\/td>\n

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10 \u2013 25<\/p>\n<\/td>\n

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GYPSE<\/p>\n<\/td>\n

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4 \u00e0 6%<\/p>\n<\/td>\n<\/tr>\n

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\u00a0<\/p>\n<\/td>\n

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C3A<\/p>\n<\/td>\n

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8 \u2013 12<\/p>\n<\/td>\n

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CALCAIRE<\/p>\n<\/td>\n

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\u2264 15%<\/p>\n<\/td>\n<\/tr>\n

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C4AF<\/p>\n<\/td>\n

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9 \u2013 13<\/p>\n<\/td>\n

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\u00a0<\/p>\n<\/td>\n

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\u00a0<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n\n\n

DOMAINE D’UTILISATION <\/em><\/strong><\/p>\n\n\n\n

Utilisation\ncourante de notre ciment<\/em>:<\/em><\/p>\n\n\n\n

\u00b7 <\/em>Fondations b\u00e9ton de propret\u00e9 et b\u00e9ton d<\/em>e <\/em>sem<\/em>e<\/em>lle en mil<\/em>i<\/em>eu<\/em>x <\/em>non agress<\/em>i<\/em>fs<\/em>). <\/em><\/p>\n\n\n\n

\u00b7 <\/em>Ouvrage en b\u00e9ton arm\u00e9 (Murs<\/em>, <\/em>Linteau<\/em>x, <\/em>Poteau<\/em>x <\/em>et dalle de compressions)<\/em>.<\/em><\/p>\n\n\n\n

\u00b7 <\/em>Dallage en b\u00e9ton<\/em>, <\/em>Montage de mure et ma\u00e7onnerie et scellements de <\/em>ca<\/em>rrelage <\/em>(<\/em>Dalles<\/em>, <\/em>pierres et carrelage)<\/em>.<\/em><\/p>\n\n\n\n

\u00b7 <\/em>Chape (mort<\/em>i<\/em>er de ciment<\/em>). <\/em><\/p>\n\n\n\n

PRECAUTION D’EMPLOI<\/em><\/strong><\/p>\n\n\n\n

Ce t<\/em>y<\/em>pe de ciment ne convient pas pour\n: <\/em><\/p>\n\n\n\n