EN 12350-3:1999
(Main)Testing fresh concrete - Part 3: Vebe test
Testing fresh concrete - Part 3: Vebe test
This standard specifies a method for determining the consistency of fresh concrete by means of the Vebe time. It is not applicable to concrete of which the maximum size of aggregate exceeds 63 mm. If the Vebe time is less than 5 s or more than 30 s, the concrete has a consistency for which the Vebe test is unsuitable.
Prüfung von Frischbeton - Teil 3: Vebe-Prüfung
Diese Europäische Norm enthält Festlegungen für ein Verfahren zur Bestimmuung der Konsistenz von Frischbeton mit Hilfe der Vebe-Zeit. Diese Norm ist nicht anwendbar, wenn das Größtkorn des Zuschlags mehr als 63 mm beträgt. Wenn die Vebe-Zeit weniger als 5 s oder mehr als 30 s beträgt, hat der Beton eine Konsistenz, für die die Vebe-Prüfung nicht geeignet ist.
Essai pour béton frais - Partie 3: Essai Vébé
La présente norme européenne définit une méthode de détermination de la consistance du béton frais au moyen du temps à l'essai Vébé. Elle n'est applicable aux bétons dont la dimension maximale des granulats est supérieure à 63 mm. Si le temps à l'essai Vébé est inférieur à 5 s ou supérieur à 30 s, le béton présente une consistance qui n'est pas appréciable au moyen de l'essai Vébé.
Preskušanje svežega betona - 3. del: Vebe preskus
General Information
- Status
- Withdrawn
- Publication Date
- 19-Oct-1999
- Withdrawal Date
- 17-Mar-2009
- Technical Committee
- CEN/TC 104 - Concrete ( performance, production, placing and compliance criteria )
- Drafting Committee
- CEN/TC 104/SC 1 - Revision of ENV 206
- Current Stage
- 9960 - Withdrawal effective - Withdrawal
- Start Date
- 18-Mar-2009
- Completion Date
- 18-Mar-2009
- Directive
- 89/106/EEC - Construction products
Relations
- Effective Date
- 08-Jun-2022
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Frequently Asked Questions
EN 12350-3:1999 is a standard published by the European Committee for Standardization (CEN). Its full title is "Testing fresh concrete - Part 3: Vebe test". This standard covers: This standard specifies a method for determining the consistency of fresh concrete by means of the Vebe time. It is not applicable to concrete of which the maximum size of aggregate exceeds 63 mm. If the Vebe time is less than 5 s or more than 30 s, the concrete has a consistency for which the Vebe test is unsuitable.
This standard specifies a method for determining the consistency of fresh concrete by means of the Vebe time. It is not applicable to concrete of which the maximum size of aggregate exceeds 63 mm. If the Vebe time is less than 5 s or more than 30 s, the concrete has a consistency for which the Vebe test is unsuitable.
EN 12350-3:1999 is classified under the following ICS (International Classification for Standards) categories: 91.100.30 - Concrete and concrete products. The ICS classification helps identify the subject area and facilitates finding related standards.
EN 12350-3:1999 has the following relationships with other standards: It is inter standard links to EN 12350-3:2009. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
EN 12350-3:1999 is associated with the following European legislation: EU Directives/Regulations: 305/2011, 89/106/EEC. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.
EN 12350-3:1999 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.Preskušanje svežega betona - 3. del: Vebe preskusPrüfung von Frischbeton - Teil 3: Vebe-PrüfungEssai pour béton frais - Partie 3: Essai VébéTesting fresh concrete - Part 3: Vebe test91.100.30Beton in betonski izdelkiConcrete and
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