EN 15282:2007
(Main)Vitreous and porcelain enamels - Design of bolted steel tanks for the storage or treatment of water or municipal or industrial effluents and sludges
Vitreous and porcelain enamels - Design of bolted steel tanks for the storage or treatment of water or municipal or industrial effluents and sludges
This European Standard establishes the requirement for the design and use of vitreous enamel coated bolted cylindrical steel tanks for the storage or treatment of water or municipal or industrial effluents and sludges.
This European Standard applies to the design of the tank and any associated roof and gives guidance on the requirements for the design of the foundation.
This European Standard applies where:
a) the tank is cylindrical and symmetrical on plan and is mounted on a load-bearing base substantially at or above ground level;
b) the multiple of the tank diameter in meters and the wall height in meters has a value within the range 5 to 500;
c) the tank diameter does not exceed 100 m, and the total wall height does not exceed 50 m;
d) the stored material has the characteristics of a liquid exerting negligible friction force in the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process;
e) the internal pressure above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa;
f) the walls of the tank are vertical;
g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents. The slope should not exceed 1:100;
h) there is negligible inertial and impact load due to tank filling;
i) the minimum thickness of the tank shell is 1,5 mm;
j) the material used for the manufacture of the steel sheets is carbon steel; (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this European Standard),
k) the temperature of the tank wall during operation is within the range - 50 °C to + 100 °C under all operating conditions.
This European Standard also gives details of procedures to be followed during site installation and for inspection and maintenance of the installed tank.
It does not appl
Emails und Emaillierungen - Gestaltung von verschraubten Stahlbehältern für die Speicherung oder Behandlung von Wasser oder kommunalen und industriellen Abwässern und Abwasserschlamm
Diese Europäische Norm legt die Anforderungen an Gestaltung und Gebrauch von emailbeschichteten, verschraubten, zylindrischen Stahlbehältern für die Speicherung oder Behandlung von kommunalen oder industriellen Abwässern und Abwasserschlamm fest.
Diese Europäische Norm gilt für die Gestaltung des Behälters und aller zugehörigen Dächer und liefert Leitlinien für die Anforderungen an die Gestaltung des Fundamentes.
Diese Europäische Norm gilt, wenn:
a) der Behälter zylindrisch und in der Ebene symmetrisch sowie auf einer beanspruchungsfähigen Grundplatte befestigt ist, die sich im Wesentlichen auf Bodenhöhe oder darüber befindet;
b) der Behälterdurchmesser, angegeben in Meter, multipliziert mit der Wandhöhe, angegeben in Meter, einen Wert im Bereich von 5 bis 500 ergibt;
c) der Behälterdurchmesser nicht größer als 100 m und die Gesamthöhe des Behälters nicht größer als 50 m ist;
d) der gespeicherte Stoff hat die Charakteristiken einer Flüssigkeit, die eine vernachlässigbare Reibung an der Behälterwand erzeugt; er darf im Rahmen des Aufbereitungsprozesses von kommunalen und industriellen Abwässern einer Behandlung unterzogen werden;
e) der Innendruck oberhalb der Flüssigkeit nicht größer als 50 kPa ist und der Innen-Unterdruck oberhalb der Flüssigkeit 10 kPa nicht überschreitet;
f) die Wände des Behälters senkrecht sind;
g) der Boden des Behälters an der Schnittfläche mit der Behälterwand im Wesentlichen eben ist; der Behälterboden darf eine Neigung haben, damit sein vollständiges Entleeren ermöglicht wird. Diese Neigung sollte nicht mehr als 1:100 betragen;
h) die durch die Behälterfüllung erzeugte Trägheitskraft und Stoßbeanspruchung zu vernachlässigen sind;
i) die Mindestdicke der Behälterhülle 1,5 mm beträgt;
j) für die Herstellung der Stahlplatten Kohlenstoffstahl verwendet wird (Behälter aus Aluminium oder rostfreiem Stahl fallen nicht in den Anwendungsbereich dieser Europäischen Norm);
Emaux vitrifiés - Conception de réservoirs en acier, boulonnés et revêtus d'émail vitrifié pour le stockage ou le traitement des eaux ou des effluents d'eaux usées principales
La présente Norme européenne établit les exigences relatives à la conception et à l'utilisation de réservoirs cylindriques en acier boulonnés à revêtement d'émail vitrifié pour le stockage et le traitement des effluents municipaux ou industriels.
La présente Norme européenne s'applique à la conception de réservoirs et de tout toit associé et fournit des lignes directrices concernant les exigences relatives à la conception de l'assise.
La présente Norme européenne s'applique lorsque :
a) le réservoir est cylindrique et symétrique sur le plan et est monté sur une base porteuse dont la plus grande partie se trouve au-dessus du sol ;
b) la valeur multiple, en mètres, du diamètre du réservoir et la hauteur du mur se situent entre 5 m et 500 m ;
c) le matériau stocké est un liquide ; il peut être soumis à un traitement faisant partie d'un processus de traitement des effluents industriels ou municipaux ;
d) la pression interne sur le liquide doit être comprise entre 50 kPa et -10 kPa ;
e) les parois du réservoir sont verticales ;
f) le fond du réservoir est substantiellement plat à l'intersection avec la paroi ; il peut être incliné afin de pouvoir vider complètement son contenu ; il convient que cette inclinaison ne dépasse pas un centième du diamètre du réservoir ;
g) la charge d'impact et d'inertie est négligeable en raison du remplissage du réservoir ;
h) l'épaisseur minimale de la virole du réservoir est de 1,5 mm ;
i) le matériau utilisé pour la fabrication des tôles est un acier en carbone ; (les réservoirs construits à partir de tôles en aluminium ou en acier inoxydable n'entrent pas dans le domaine d'application de la présente Norme) ;
j) la température des tôles utilisées dans la construction se situe entre - 50 °C ± 100 °C dans toutes les conditions de fonctionnement.
Steklasti in keramični emajli – Projektiranje s steklastim emajlom zaščitenih jeklenih rezervoarjev za skladiščenje ali pripravo vode ali komunalnih ali industrijskih odplak
General Information
- Status
- Withdrawn
- Publication Date
- 13-Mar-2007
- Withdrawal Date
- 29-Mar-2011
- Technical Committee
- CEN/TC 262 - Metallic and other inorganic coatings
- Drafting Committee
- CEN/TC 262 - Metallic and other inorganic coatings
- Current Stage
- 9960 - Withdrawal effective - Withdrawal
- Start Date
- 30-Mar-2011
- Completion Date
- 30-Mar-2011
Relations
- Effective Date
- 02-Apr-2011
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Frequently Asked Questions
EN 15282:2007 is a standard published by the European Committee for Standardization (CEN). Its full title is "Vitreous and porcelain enamels - Design of bolted steel tanks for the storage or treatment of water or municipal or industrial effluents and sludges". This standard covers: This European Standard establishes the requirement for the design and use of vitreous enamel coated bolted cylindrical steel tanks for the storage or treatment of water or municipal or industrial effluents and sludges. This European Standard applies to the design of the tank and any associated roof and gives guidance on the requirements for the design of the foundation. This European Standard applies where: a) the tank is cylindrical and symmetrical on plan and is mounted on a load-bearing base substantially at or above ground level; b) the multiple of the tank diameter in meters and the wall height in meters has a value within the range 5 to 500; c) the tank diameter does not exceed 100 m, and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid exerting negligible friction force in the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents. The slope should not exceed 1:100; h) there is negligible inertial and impact load due to tank filling; i) the minimum thickness of the tank shell is 1,5 mm; j) the material used for the manufacture of the steel sheets is carbon steel; (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this European Standard), k) the temperature of the tank wall during operation is within the range - 50 °C to + 100 °C under all operating conditions. This European Standard also gives details of procedures to be followed during site installation and for inspection and maintenance of the installed tank. It does not appl
This European Standard establishes the requirement for the design and use of vitreous enamel coated bolted cylindrical steel tanks for the storage or treatment of water or municipal or industrial effluents and sludges. This European Standard applies to the design of the tank and any associated roof and gives guidance on the requirements for the design of the foundation. This European Standard applies where: a) the tank is cylindrical and symmetrical on plan and is mounted on a load-bearing base substantially at or above ground level; b) the multiple of the tank diameter in meters and the wall height in meters has a value within the range 5 to 500; c) the tank diameter does not exceed 100 m, and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid exerting negligible friction force in the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents. The slope should not exceed 1:100; h) there is negligible inertial and impact load due to tank filling; i) the minimum thickness of the tank shell is 1,5 mm; j) the material used for the manufacture of the steel sheets is carbon steel; (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this European Standard), k) the temperature of the tank wall during operation is within the range - 50 °C to + 100 °C under all operating conditions. This European Standard also gives details of procedures to be followed during site installation and for inspection and maintenance of the installed tank. It does not appl
EN 15282:2007 is classified under the following ICS (International Classification for Standards) categories: 13.060.01 - Water quality in general; 23.020.10 - Stationary containers and tanks; 25.220.50 - Enamels. The ICS classification helps identify the subject area and facilitates finding related standards.
EN 15282:2007 has the following relationships with other standards: It is inter standard links to EN ISO 28765:2011. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
EN 15282:2007 is available in PDF format for immediate download after purchase. The document can be added to your cart and obtained through the secure checkout process. Digital delivery ensures instant access to the complete standard document.
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Emails und Emaillierungen - Gestaltung von emailbeschichteten verschraubten Stahlbehältern für die Speicherung oder Behandlung von Wasser oder kommunalen und industriellen AbwässernEmaux vitrifiés - Conception de réservoirs en acier, boulonnés et revetus d'émail vitrifié pour le stockage ou le traitement des eaux ou des effluents d'eaux usées principalesVitreous and porcelain enamels - Design of bolted steel tanks for the storage or treatment of water or municipal or industrial effluents and sludges25.220.50Emajlne prevlekeEnamels23.020.10UH]HUYRDUMLStationary containers and tanksICS:Ta slovenski standard je istoveten z:EN 15282:2007SIST EN 15282:2007en01-julij-2007SIST EN 15282:2007SLOVENSKI
STANDARD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 15282March 2007ICS 25.220.50; 23.020.10; 13.060.01 English VersionVitreous and porcelain enamels - Design of bolted steel tanksfor the storage or treatment of water or municipal or industrialeffluents and sludgesEmaux vitrifiés - Conception de réservoirs en acier,boulonnés et revêtus d'émail vitrifié pour le stockage ou letraitement des eaux ou des effluents d'eaux uséesprincipalesEmails und Emaillierungen - Gestaltung von verschraubtenStahlbehältern für die Speicherung oder Behandlung vonWasser oder kommunalen und industriellen Abwässern undAbwasserschlammThis European Standard was approved by CEN on 3 February 2007.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 CEN Management Centre 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 CEN Management Centre has the same status as theofficial versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, 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© 2007 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 15282:2007: ESIST EN 15282:2007
Part 1: Determination of resistance to chemical corrosion by acids at room temperature EN 14483-2:2004, Vitreous and porcelain enamels — Determination of resistance to chemical corrosion —
Part 2: Determination of resistance to chemical corrosion by boiling acids, neutral liquids and/or their vapours EN 14483-3:2004, Vitreous and porcelain enamels — Determination of resistance to chemical corrosion —
Part 3: Determination of resistance to chemical corrosion by alkaline liquids using a hexagonal vessel EN 14483-4:2004, Vitreous and porcelain enamels — Determination of resistance to chemical corrosion —
Part 4: Determination of resistance to chemical corrosion by alkaline liquids using a cylindrical vessel EN ISO 2178, Non-magnetic coatings on magnetic substrates — Measurement of coating thickness — Magnetic method (ISO 2178:1982) EN ISO 8289:2001, Vitreous and porcelain enamels — Low voltage test for detecting and locating defects (ISO 8289:2000) ISO 2747, Vitreous and porcelain enamels — Enamelled cooking utensils — Determination of resistance to thermal shock ISO 2859-1, Sampling procedures for inspection by attributes — Part 1: Sampling schemes indexed by acceptance quality limit (AQL) for lot-by-lot inspection ISO 4532, Vitreous and porcelain enamels — Determination of the resistance of enamelled articles to impact — Pistol test ISO 6370-2, Vitreous and porcelain enamels — Determination of resistance to abrasion — Part 2: Loss in mass after sub-surface abrasion ISO 15686-1, Building and constructed assets — Service life planning — Part 1: General principles ANSI/AWWA D103-97, Factory-Coated Bolted Steel Tanks for Water Storage 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. 3.1 brief working document which specifies at any point in time the relevant needs and aims of the project, resources to be provided by the client, the details of the project and any applicable design requirements within which all subsequent briefing (when needed) and designing can take place SIST EN 15282:2007
Poisson's ratio
Partial load factor
Relative density of a liquid 1 Stress 1z,cr Critical axial buckling resistance cr (subscript) Critical
ds (subscript) Dissolved solids h (subscript) Headspace
max (subscript) Maximum value n (subscript) Normal to the tank wall
s (subscript) Sludge w (subscript) Wind
z (subscript) Coincident with the central axis of a shell of revolution 3 (subscript) Coincident with the radial axis of a shell of revolution 5 Units The use of one of the following sets of consistent units is recommended: dimensions: m,
mm unit weight: kN/m3,
N/mm3 forces and loads: kN,
N line forces and line loads: kN/m,
N/mm pressures and area distributed actions: kPa,
MPa unit mass: kg/m3,
kg/mm3 acceleration: km/s2,
m/s2 membrane stress resultants: kN/m,
N/mm bending stress resultants: kNm/m,
Nmm/mm stresses and elastic moduli:
kPa,
MPa
(1 MPa = 1 N/mm2) SIST EN 15282:2007
Where provision is not made within this European Standard, other European Standards or national standards may be specified. The applicable standards agreed upon shall include, but not be limited to, standards providing details of parameters for the following design procedures: a) hydrostatic loads; b) wind loads; c) seismic loads; d) access loads; e) snow loads; f) rain loads; g) load factors; h) sheet strength calculations; i) bolt strength calculations; j) stability calculations; k) foundation design. SIST EN 15282:2007
These influences include but are not limited to the following: a) filling position - inlet stream impinging on the tank wall; b) completion of discharge - risk of hydrodynamic ‘water hammer’ effect if outlet is closed rapidly; c) fatigue - the effect of the frequency of filling and discharge cycles; d) pressure and/or partial vacuum; e) venting; f) rapid changes in temperature. 8.3 Tank structure Dead load shall be determined as the total weight of all structural components and permanent fittings. 8.4 Roof The tank designer shall take account of all forces on the tank shell from the roof. These forces may include, but may not be limited to: a) distributed in-plane and radial forces transmitted by structural roof members; b) concentrated in-plane and radial forces resulting from structural features of the roof; c) asymmetrical forces due to uneven distribution of imposed roof loads; d) forces induced in the roof by differential settlement of the foundation. 8.5 Equipment loads 8.5.1 General In the calculation of the total load on the tank the designer shall take into account the effect of the attached equipment for both static and dynamic loads. 8.5.2 Static load The static load of any equipment attached to the tanks shall be determined as the weight of the equipment, including associated mounting fixtures and any liquid within the equipment as advised by the purchaser. 8.5.3 Dynamic load The dynamic forces of any equipment shall be determined where applicable, which may include but are not limited to: a) starting and operating forces from any rotating or moving piece of equipment mounted on the tank; b) forces imposed on the tank or attachments from installed process equipment (e.g. forces from restraining cables of floating aerators); SIST EN 15282:2007
When applying ANSI/AWWA D103-97 in locations outside North America, zones determined from the Uniform Building Code 1997 may be taken as equivalent.
For the purposes of this European Standard, the loads determined according to ANSI/AWWA D103-97 may be considered as characteristic loads. 8.7.3 Wind The wind speed and pressure to be used for design shall be determined from the applicable standard for the site location. 8.7.4 Snow Where applicable the load induced by snow shall be determined from the applicable standard for the site location. 8.7.5 Ice Where applicable, the load induced by ice on roofs shall be determined from the applicable standard for the site location. SIST EN 15282:2007
Design life assessment shall be based on ISO 15686-1. 9.2 Steel 9.2.1 Specification The steel used shall have a specification as agreed between the manufacturer, the designer and the steel supplier having due regard to the requirement of the enamelling process. NOTE Steels conforming to the requirements of EN 10111 [2] and EN 10149-1 [3], (including grades DD 11, S235, S420 and S460) and ASTM A1011 [4] and other standards can be used successfully for vitreous enamelling with appropriate pre-treatments. 9.2.2 Effects of the enamelling process The designer shall take account of the effects of the vitreous enamelling process on the strength properties of the steel, and shall make details of such effects available to the client on request. The effect of the enamelling process shall be assessed and monitored over a period of time using a regular and documented testing regime from which st
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