EN 1992-3:2006
(Main)Eurocode 2 - Design of concrete structures - Part 3: Liquid retaining and containment structures
Eurocode 2 - Design of concrete structures - Part 3: Liquid retaining and containment structures
1.1.2 Scope of Part 3 of Eurocode 2
(101)P Part 3 of EN 1992 covers additional rules to those in Part 1 for the design of structures constructed from plain or lightly reinforced concrete, reinforced concrete or prestressed concrete for the containment of liquids or granular solids.
(102)P Principles and Application Rules are given in this Part for the design of those elements of structure which directly support the stored liquids or materials (i.e. the directly loaded walls of tanks, reservoirs or silos). Other elements which support these primary elements (for example, the tower structure which supports the tank in a water tower) should be designed according to the provisions of Part 1-1.
(103)P This part does not cover:
- Structures for the storage of materials at very low or very high temperatures
- Structures for the storage of hazardous materials the leakage of which could constitute a major health or safety risk.
- The selection and design of liners or coatings and the consequences of the choice of these on the design of the structure.
- Pressurised vessels.
- Floating structures
- Gas tightness
(104) This code is valid for stored materials which are permanently at a temperature between -40 °C and +200 °C.
(105) For the selection and design of liners or coatings, reference should be made to appropriate documents.
(106) It is recognised that, while this code is specifically concerned with structures for the containment of liquids and granular materials, the clauses covering design for liquid tightness may also be relevant to other types of structure where liquid tightness is required.
(107) In clauses relating to leakage and durability, this code mainly covers aqueous liquids. Where other liquids are stored in direct contact with structural concrete, reference should be made to specialist literature.
Eurocode 2 - Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken - Teil 3: Silos und Behälterbauwerke aus Beton
1.1.2 von EN 1992-1-1 wird ersetzt durch:
1.1.2 Anwnedungsbereich von Teil 3 des Eurocode 2
(101)P Der Teil 3 des Eurocode 2 enthält zusätzliche Regeln für die Planung von Tragwerken aus unbewehrtem oder gering bewehrtem Beton, aus Stahlbeton oder Spannbeton für die Speicherung von Flüssigkeiten oder Schüttgütern.
(102)P In diesem Teil werden Prinzipien und Anwendungsregeln für die Bemessung der Bauteile des Tragwerks gegeben, die von den gespeicherten Flüssigkeiten oder Stoffen direkt berührt werden (z. B. die Wände von Tanks, Speichern oder Silos). Andere Bauteile, die diese Primärbauteile stützen (z. B. turmartige Konstruktionen, die den Speicher eines Wasserturms unterstützen), sollten nach den Regeln von Teil 1-1 bzw. Teil 1-2 bemessen werden.
(103)P Dieser Teil behandelt nicht:
- Tragwerke für die Lagerung von Stoffen mit sehr tiefen oder sehr hohen Temperaturen;
- Tragwerke für die Lagerung gefährlicher Stoffe, deren Austritt zu einem hohen Gesundheits- oder Sicherheitsrisiko führen kann;
- Auswahl und Bemessung von Auskleidungen sowie die Folgerungen ihrer Wahl auf die Bemessung des Tragwerks;
- Druckbehälter;
- schwimmende Tragwerke;
- große Dämme;
- Gasundurchlässigkeit.
(104) Diese Norm gilt für gespeicherte Stoffen mit Temperaturen, die ständig zwischen 40 °C und +200 °C betragen.
(105) Für die Wahl und Bemessung von Auskleidungen sollten geeignete Unterlagen herangezogen werden.
(106) Obwohl diese Norm besonders Tragwerke für Silos und Behälterbauwerke für Flüssigkeiten und Schüttgüter behandelt, können die Regeln über die Wasserundurchlässigkeit auch auf andere Tragwerke zutreffen, bei denen es auf die Undurchlässigkeit von Flüssigkeiten ankommt.
(107) Die Regeln zu Durchlässigkeit und Dauerhaftigkeit beziehen sich im Wesentlichen auf Wasser. Wenn andere Flüssigkeiten in direktem Kontakt mit Beton gespeichert werden, sollte diesbezügliches spezielles Schrifttum herangezogen werden
Eurocode 2 - Calcul des structures en béton - Partie 3: Silos et réservoirs
Remplacer le paragraphe 1.1.2 de l'EN 1992-1-1 par :
1.1.2 Domaine d’application de la Partie 3 de l’Eurocode 2
(101)P La Partie 3 de l'EN 1992 couvre des règles additionnelles à celles définies dans la Partie 1-1 pour le calcul des structures en béton non armé ou faiblement armé, en béton armé ou en béton précontraint retenant des liquides ou stockant des matériaux pulvérulents.
(102)P Les principes et règles d'application fournis dans la présente Partie concernent le calcul des éléments de structure qui supportent, ou sont en contact, directement les liquides ou matières stockés (c'est à-dire les parois des structures retenant des liquides ou stockant des matériaux pulvérulents ). Il convient de calculer les autres éléments qui supportent ces éléments primaires (tour supportant la cuve d'un château d'eau, par exemple) conformément aux dispositions de la Partie 1-1.
(103)P La présente partie ne couvre pas :
- les structures destinées au stockage de matériaux à très basses ou très hautes températures ;
- les structures destinées au stockage de matières dangereuses dont la fuite pourrait constituer un risque majeur pour la santé ou la sécurité ;
- le choix et la conception des revêtements adhérents ou non ou des peintures et les conséquences de ce choix sur le calcul de la structure ;
- les réservoirs sous pression d'air ;
- les structures flottantes ;
- les grands barrages ;
- l'étanchéité au gaz.
(104) La présente norme est valable pour des matériaux stockés qui sont de manière permanente à des températures comprises entre 40 °C et +200 °C.
(105) Pour le choix et la conception des revêtements adhérents ou non ou des peintures, il convient de se référer aux documents appropriés.
Evrokod 2: Projektiranje betonskih konstrukcij – 3. del: Zadrževalniki tekočin
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 2 - Design of concrete structures - Part 3: Liquid retaining and containment structuresEurocode 2 - Calcul des structures en béton - Partie 3: Silos et réservoirsEurocode 2 - Bemessung und Konstruktion von Stahlbeton- und Spannbetontragwerken - Teil 3: Silos und Behälterbauwerke aus BetonTa slovenski standard je istoveten z:EN 1992-3:2006SIST EN 1992-3:2006en91.080.40Betonske konstrukcijeConcrete structures91.010.30Technical aspectsICS:SIST ENV 1992-4:20041DGRPHãþDSLOVENSKI
STANDARDSIST EN 1992-3:200601-november-2006
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1992-3June 2006ICS 91.010.30; 91.080.40Supersedes ENV 1992-4:1998
English VersionEurocode 2 - Design of concrete structures - Part 3: Liquidretaining and containment structuresEurocode 2 - Calcul des structures en béton - Partie 3:Silos et réservoirsEurocode 2 - Bemessung und Konstruktion von Stahlbeton-und Spannbetontragwerken - Teil 3: Stütz- undBehälterbauwerke aus BetonThis European Standard was approved by CEN on 24 November 2005.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2006 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1992-3:2006: E
Effect of temperature on the properties of concrete.16 Annex L (informative)
Calculation of strains and stresses in concrete sections subjected to restrained imposed deformations.18 Annex M (informative)
Calculation of crack widths due to restraint of imposed deformations.21 Annex N (informative)
Provision of movement joints.23
See EN 1992-1-1. National Standards implementing Eurcodes See EN 1992-1-1. Links between Eurocodes and harmonized technical specifications (ENs and ETAs) for products See EN 1992-1-1. Additional information specific to EN 1992-3 and link to EN 1992-1-1 The scope of Eurocode 2 is defined in 1.1.1 of EN 1992-1-1 and the scope of this Part of Eurocode 2 is defined in 1.1.2. Other Additional Parts of Eurocode 2 which are planned are indicated in 1.1.3 of EN 1992-1-1; these will cover additional technologies or applications, and will complement and supplement this Part. It has been necessary to introduce into EN 1992-3 a few clauses which are not specific to liquid retaining or containment structures and which strictly belong to Part 1-1. These are deemed valid interpretations of Part 1-1 and design complying with the requirements of EN 1992-3 are deemed to comply with the principles of EN 1992-1-1.
Structures for the storage of materials at very low or very high temperatures ¾ Structures for the storage of hazardous materials the leakage of which could constitute a major health or safety risk. ¾ The selection and design of liners or coatings and the consequences of the choice of these on the design of the structure. ¾ Pressurised vessels. ¾ Floating structures ¾ Large dams ¾ Gas tightness (104) This code is valid for stored materials which are permanently at a temperature between –40 °C and +200 °C. (105) For the selection and design of liners or coatings, reference should be made to appropriate documents. (106) It is recognised that, while this code is specifically concerned with structures for the containment of liquids and granular materials, the clauses covering design for liquid tightness may also be relevant to other types of structure where liquid tightness is required. (107) In clauses relating to leakage and durability, this code mainly covers aqueous liquids.
Where other liquids are stored in direct contact with structural concrete, reference should be made to specialist literature. 1.2 Normative references The following normative documents contain provisions that, though referenced in this text, constitute provisions of this European Standard.
For dated references, subsequent amendments to, or revisions of, any of these publications do not apply.
However, parties to agreements based on this European Standard are encouraged to investigate the possibility of applying the most recent editions of the normative documents indicated below.
For undated references, the latest edition of the normative document referred to applies. EN 1990, Eurocode, Basis of structural design
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