geschlossene und weitgehend einheitliche Betonoberfläche
an Stössen ausgetretener Zementleim bis ca. 10 mm Breite und ca. 5 mm Tiefe zulässig
Versatz, Stösse, Grate und Überzähne bis ca. 5 mm zulässig
Rahmenabdruck des Schalelementes zugelassen

"]],"tr2",["^0",["td1","Lunker","td2","keine Anforderungen an die Lunkerhäufigkeit"]],"tr3",["^0",["td1","Farbton","td2","

Hell-/Dunkelverfärbungen (Wolkenbildung) zulässig
Rost- und Schmutzflecken unzulässig

"]],"tr4",["^0",["td1","Ebenheit","td2","EH 1 (Abb. 7.1.6)"]],"tr5",["^0",["td1","Fugen","td2","

Fugen abgedichtet oder Feinmörtelaustritt aus vorhergehendem Betonierabschnitt rechtzeitig entfernen
Flächenversatz bis ca. 10 mm zulässig

"]]]]]],"type2",["^0",["title","Sichtbetonklasse SBK 2","table",["^0",["header2","Normale Qualität mit bestimmter Gestaltungsabsicht Beispiel: Treppenhaus, Stützwände","tr1",["^0",["td2","

glatte, geschlossene und weitgehend einheitliche Betonoberfläche
an Stössen ausgetretener Zementleim nicht zulässig
feine, technisch unvermeidbare Grate bis zu 3 mm zulässig
weitere Anforderungen an Schalungsstösse und Rahmenabdruck detailliert festlegen

"]],"tr2",["^0",["td2","Anforderung an die Lunkerhäufigkeit ist durch den Planer festzulegen, z. B. 0.5 % bezogen auf die Prüffläche."]],"tr3",["^0",["td2","

gleichmässige, grossflächige Hell-/Dunkelverfärbungen (Wolkenbildung) zulässig
unterschiedliche Arten und Vorbehandlung der Schalhaut sowie ein Wechsel der Ausgangsstoffe unzulässig

"]],"tr4",["^0",["td2","EH 1 (Abb. 7.1.6)"]],"tr5",["^0",["td2","

abgedichtete Fugen oder Feinmörtelaustritt aus vorhergehendem Betonierabschnitt rechtzeitig entfernen
mässiger Flächenversatz bis ca. 5 mm zulässig
Kantenschutz (scharfe Kanten) erforderlich

"]]]]]],"type3",["^0",["title","Sichtbetonklasse SBK 3","table",["^0",["header2","Hohe Qualität mit besonders anspruchsvoller Gestaltungsabsicht Beispiel: Fassaden im Hochbau","tr1",["^0",["td2","Die Anforderungen sind vom Planer in einem Schalungsmusterplan festzulegen

Schalelemente: Grösse und Struktur
Fugen: Art und Anordnung
Stösse: Anordnung und Dichtigkeit
Kanten: Profil, Breite und Verlauf
Ankerlöcher: Art, Lage und Verschlussart

"]],"tr2",["^0",["td2","Festlegung erfolgt durch den Planer, z. B. Lunkerfläche 0.5 % der Prüffläche"]],"tr3",["^0",["td2","

grossflächige Verfärbungen unzulässig
unterschiedliche Arten und Vorbehandlung der Schalhaut sowie ein Wechsel der Ausgangsstoffe unzulässig
geringe Hell-/Dunkelverfärbungen
z. B. leichte Wolkenbildung, geringe Farbtonabweichungen zulässig
Rost- und Schmutzflecke, deutlich sichtbare Schüttlagen sowie Verfärbungen unzulässig

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"]],"tr2",["^0",["td1","Bullage","td2","Aucune exigence de fréquence de bullage"]],"tr3",["^0",["td1","Teinte","td2","

une variation de la teinte (claire/foncée) sous forme de voiles locaux est admissible
\tcoulures de rouille et salissures non tolérées

"]],"tr4",["^0",["td1","Planéité","td2","EH 1 (Ill. 7.1.6)"]],"tr5",["^0",["td1","Joints","td2","

Retirer en temps voulu les joints de coffrage étanches ou l‘excédent de mortier de la reprise de béton précédente
Décalage de surface admissible jusqu'à env. 10 mm

"]]]]]],"type2",["^0",["title","Classe de béton de parement SBK 2","table",["^0",["header2","Qualité normale répondant à un aspect spécifié Exemple: cage d’escalier, murs de soutènement","tr1",["^0",["td2","

Structure lisse, compacte et homogène de la surface
Bavures de pâte de ciment non tolérées au niveau des joints
balèvres fines techniquement inévitables tolérées jusqu’à 3 mm
définir d’autres exigences concernant les joints et les empreintes de coffrage

"]],"tr2",["^0",["td2","L’exigence concernant la fréquence de bullage est définie par le concepteur, par ex. 0,5% de la surface de contrôle."]],"tr3",["^0",["td2","

une variation régulière et uniforme de la teinte sur de grandes surfaces est admissible (grands voiles)
changements de peau de coffrage, du mode de traitement du coffrage ou de composant du béton non tolérés

"]],"tr4",["^0",["td2","EH 1 (Ill. 7.1.6)"]],"tr5",["^0",["td2","

Retirer en temps voulu les joints de coffrage étanches ou l‘excédent de mortier de la reprise de béton précédente
Décalage de surface modéré admissible jusqu'à env. 5 mm
Protection des arêtes (arêtes vives) nécessaire

"]]]]]],"type3",["^0",["title","Classe de béton de parement SBK3","table",["^0",["header2","Qualité supérieure correspondant à une recherche esthétique précise Exemple: façades d’immeubles","tr1",["^0",["td2","Les exigences sont définies par le concepteur dans un plan de calepinage

Eléments de coffrage: géométrie et structure
Joints de coffrage: type et disposition
Joints: disposition et étanchéité
Arêtes: profil ou taille de la baguette d'angle
Ecarteurs: type, position et type de fermeture

"]],"tr2",["^0",["td2","Défini par le concepteur, p. ex. surface de bullage 0,5% de la surface de contrôle"]],"tr3",["^0",["td2","

grandes zones de variations de teinte non tolérées
changements de peau de coffrage, du mode de traitement du coffrage ou de composants du béton non tolérés
variation minime de la teinte claire/foncée
p. ex. voile très léger, variation minime de la teinte autorisée
taches de rouille, salissures, colorations et couches de coulage du béton visibles non tolérées

"]],"tr4",["^0",["td2","EH 2A / 2B (Ill. 7.1.6)"]],"tr5",["^0",["td2","Exigences définies par le concepteur (voir plan de calepinage)"]]]]]]]]]],"damagePrevention",["^0",["name","Prévention des dommages dus à la RAG","intro","Le meilleur moyen d’éviter une réaction alcalis-granulats (RAG) excessive consiste à définir toutes les exigences de votre béton suffisamment tôt et avec soin. Définissez ici le niveau de prévention (P1 – P3) nécessaire en fonction de la classe de risque et des conditions ambiantes.","input",["^0",["riskClass","Classe de risque","environmentClass","Classe environnementale","calculate","Recalculer"]],"result",["^0",["title","Classe de prévention"]],"riskClass",["^0",["R1","R1 (risque minime)","R2","R2 (risque normal)","R3","R3 (risque élevé)"]],"environmentClass",["^0",["U1","U1","U2","U2","U3","U3"]],"preventionClass",["^0",["P0",["^0",["text","","image","P0_FR"]],"P1",["^0",["text","Pour la classe de prévention P1, aucune mesure particulière allant au-delà des exigences définies dans les autres normes applicables n’est nécessaire.","image","P1_FR"]],"P2",["^0",["text","Pour les classes de prévention P2 et P3, il est nécessaire d’utiliser des bétons résistants à la RAG.","image","P2_FR"]],"P3",["^0",["text","Pour les classes de prévention P2 et P3, il est nécessaire d’utiliser des bétons résistants à la RAG. Pour la classe de prévention P3, des mesures complémentaires (planification, exécution, contrôle, protection et entretien) doivent être prises par l’auteur du projet (cahier technique SIA 2042, annexe C).","image","P3_FR"]]]]]],"dryingRate",["^0",["name","Estimation du taux d’évaporation","intro","Quelle est l’importance d’un traitement ultérieur du béton contre les défauts de qualité sur votre chantier? Calculez ici la rapidité de séchage de votre béton en fonction de l’environnement - à savoir la quantité d’eau, la température de l’air, l’humidité relative de l’air, la vitesse du vent et la température du béton.","input",["^0",["airTemp","Température de l’air (°C)","relativeHumidity","Humidité relative de l’air (%)","concreteTemp","Température du béton (°C)","airSpeed","Vitesse du vent (km/h)","calculate","Calculer"]],"output",["^0",["title","Taux d’évaporation","unit","kg/(m2*h)","error","Tous les champs nécessaires n'ont pas été renseignés."]]]],"meteoTest",["^0",["name","Météo du chantier","intro","Planifiez vos travaux de construction avec cet outil de prévisions météo spécial. Vous ne le regretterez pas: si vous bétonnez par très hautes ou très basses températures, en cas de gel, de forte pluie ou de grand vent, les exigences concernant le béton et sa transformation ou son traitement ultérieur sont bien plus élevées.","input",["^0",["title","Prévisions locales","getData","Afficher la météo","plz","CP","date","Date","time","Période","timeslots",["^0",["morning","Matin","afternoon","Après-midi"]],"days",["^0",["relative_+0","Aujourd’hui","relative_+1","Demain","relative_+2","Après-demain"]]]],"output",["^0",["outlook","Prévisions","today","Aujourd’hui","situation","Situation générale","table",["^0",["hour","Heure","time","Horaire","temp","Température","humidity","Humidité atmosphérique","wind","Vitesse du vent","sun","Ensoleillement","rain","Précipitations"]]]]]],"waterConcrete",["^0",["name","Rapport eau/ciment","title","Calcul du rapport eau/ciment","intro","Une caractéristique centrale du béton est son rapport e/c. Vous pouvez calculer ici le rapport entre la masse et la teneur en ciment, pour 1 m3 de béton compacté. Plus le rapport eau/ciment est élevé, plus cela s’avère critique pour les propriétés du béton durci.","input",["^0",["waterMass","Masse de l'eau (l/m3)","concreteContent","Teneur en ciment [kg/m3]","calculate","Calculer"]],"result",["^0",["unit","e/c","title","Rapport eau/ciment","info","Le principe suivant s'applique: plus le rapport e/c est élevé, plus les propriétés du béton durci s’altèrent, en partie de façon considérable.","error","Veuillez vérifier les renseignements fournis. 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