iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
CEN

EN 13369:2004/AC:2007

(Corrigendum)

Common rules for precast concrete products

Common rules for precast concrete products

TC - Various corrections of the former Corrigendum have been taken over and the reterence in footnote to Table D.3.1 has been corrected

Allgemeine Regeln für Betonfertigteile

Règles communes pour les produits préfabriqués en béton

Skupna pravila za montažne betonske izdelke

General Information

Status
Withdrawn
Publication Date
23-Oct-2007
Withdrawal Date
23-Apr-2013
ICS
91.100.30 - Concrete and concrete products
Technical Committee
CEN/TC 229 - Precast concrete products
Drafting Committee
CEN/TC 229/WG 4 - Products which do not warrant a specific standard and which could be referred to in specific standards
Current Stage
9960 - Withdrawal effective - Withdrawal
Start Date
24-Apr-2013
Completion Date
24-Apr-2013
Directive
305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
89/106/EEC - Construction products
Ref Project
SIST EN 13369:2004/AC:2008 - Common rules for precast concrete products

Relations

Replaces
EN 13369:2004/AC:2006 - Common rules for precast concrete products
Effective Date
22-Dec-2008
Replaced By
EN 13369:2013 - Common rules for precast concrete products
Effective Date
01-May-2013
Corrects
EN 13369:2004 - Common rules for precast concrete products
Effective Date
08-Jun-2022

Buy Standard

EN 13369:2004/AC:2008EN 13369:2004/AC:2008
PreviousNext
Corrigendum
EN 13369:2004/AC:2008
English, French and German language
6 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

Standards Content (Sample)


2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Common rules for precast concrete productsSkupna pravila za montažne betonske izdelkeRegles communes pour les produits préfabriqués en bétonAllgemeine Regeln für BetonfertigteileTa slovenski standard je istoveten z:EN 13369:2004/AC:2007SIST EN 13369:2004/AC:2008en,fr,de91.100.30ICS:SIST EN 13369:2004/AC:20071DGRPHãþDSLOVENSKI
STANDARDSIST EN 13369:2004/AC:200801-marec-2008

EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13369:2004/ACOctober 2007Octobre 2007Oktober 2007ICS 91.100.30English versionVersion FrançaiseDeutsche FassungCommon rules for precast concrete productsRègles communes pour les produitspréfabriqués en bétonAllgemeine Regeln für BetonfertigteileThis corrigendum becomes effective on 24 October 2007 for incorporation in the three officiallanguage versions of the EN.Ce corrigendum prendra effet le 24 octobre 2007 pour incorporation dans les trois versionslinguistiques officielles de la EN.Die Berichtigung tritt am 24.Oktober 2007 zur Einarbeitung in die drei offiziellen Sprachfassungen derEN in Kraft.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 reserved worldwide for CEN national Members.Tous droits d'exploitation sous quelque forme et de quelque manière que ce soit réservés dans le monde entier auxmembres nationaux du CEN.Alle Rechte der Verwertung, gleich in welcher Form und in welchem Verfahren, sind weltweit den nationalen Mitgliedernvon CEN vorbehalten.Ref. No.:EN 13369:2004/AC:2007 D/E/F

EN 1008, Mixing water for concrete - Specification for sampling, testing and assessing the suitability of water, including water recovered from processes in the concrete industry, as mixing water for concrete. 3.9 Reinforcement (of concrete products) Change the title of 3.9 to read: Reinforcement (of precast concrete products) 4.3.1.1 Production tolerances Change the 3rd paragraph to read: The upper permitted deviation for the location of the reinforcement may be determined as the mean value of the bars or strands in a cross-section or over a width of 1 m (e.g. slabs and walls). Change the first sentence of the last paragraph to read: Other types of tolerances may be given by product standards together with the values of the related permitted deviations (e.g. camber of beams, …). 4.3.7.1 Durability requirements Change the first sentence to read: The following specifications refer to concrete structural products with a design working life consistent with EN 1992-1-1. 6.1.3.2 Factory production control Change b) to read: b) continuing surveillance, assessment and approval of factory production control (including supervision of measurements and tests on materials, process and products). 6.3.3 Control system Change the beginning of the first sentence to read: The manufacturer shall establish, document maintain and implement a factory production control system to ensure… 6.3.8 Hardened concrete compliance criteria Change the fourth paragraph to read: For a continuous production period the prior period for sampling the group of “n” non overlapping consecutive test samples may be reduced to three weeks of FPC provided that a minimum of 15 results are obtained.

Version française 2 Références normative Ajouter
« EN 1008, Eau de gâchage pour bétons - Spécifications d'échantillonnage, d'essais et d'évaluation de l'aptitude à l'emploi, y compris les eaux des processus de l'industrie du béton, telle que l'eau de gâchage pour béton. » 3.9 Armatures (des produits en béton) Remplacer le titre de 3.9 par le suivant : « Armatures (des produits préfabriqués en béton) »
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

This May Also Interest You

CEN
EN 13369:2023(Main)
Common rules for precast concrete products
SIST EN 13369:2024

This document provides the specifications, the basic performance criteria and the Assessment and Verification of Constancy of Performance (AVCP) for unreinforced, reinforced and prestressed precast concrete products made of compact light-, normal- and heavyweight concrete according to EN 206 with no appreciable amount of entrapped air other than entrained air. Concrete containing fibres for other than mechanical properties (steel, polymer or other fibres) is also covered. It does not cover precast reinforced components of lightweight aggregate concrete with open structure nor glass-fibre reinforced concrete.
It can also be used to specify products for which there is no standard. Not all of the specifications (Clause 4) of this document are relevant to all precast concrete products.
Some European product standards refer to this document. They can include specific provisions that take precedence over the provisions of this document.

  • Standard
    77 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 16757:2022(Main)
Sustainability of construction works - Environmental product declarations - Product Category Rules for concrete and concrete elements
SIST EN 16757:2023

This document complements the core rules for the product category of construction products as defined in EN 15804:2012+A2:2019 and is intended to be used as a c-PCR in conjunction with that standard.
This c-PCR applies to products within the scope of CEN/TC 104 and CEN/TC 229, but it may be applicable to other concrete products until they have product specific c-PCRs.
This document applies to concrete and concrete elements for building and civil engineering, but excludes autoclaved aerated concrete and resin bound concrete. Apart from Annex G, it may be used as guidance for glass fibre reinforced concrete.
This document defines the parameters to be reported, what EPD types (and life cycle stages) to be covered, what rules to be followed in order to generate Life Cycle Inventories (LCI) and conduct Life Cycle Impact Assessment (LCIA) and the data quality to be used in the development of EPDs.
In addition to the common parts of EN 15804:2012+A2:2019, this document for concrete and concrete elements:
-   defines the system boundaries;
-   defines the modelling and assessment of material-specific characteristics;
-   defines allocation procedures for multi-output processes along the production chain;
-   defines allocation procedures for reuse and recycling;
-   includes the rules for calculating the LCI and the LCIA underlying the EPD;
-   provides guidance/specific rules for the determination of the reference service life (RSL);
-   gives guidance on the establishment of default scenarios;
-   gives guidance on default functional units for concrete elements.
This document is intended to be used either for cradle to gate with options or cradle to grave assessment, provided the intentions are properly stated in the system boundary description.
Within the construction works context, a cradle to grave declaration delivers a more comprehensive understanding of the environmental impact associated with concrete and concrete elements.

  • Standard
    63 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
CEN/TR 15728:2016(Main)
Design and use of inserts for lifting and handling of precast concrete elements
SIST-TP CEN/TR 15728:2016

1.1   General
This Technical Report provides recommendations for the choice and use of cast-in steel lifting inserts, hereafter called 'inserts' for the handling of precast concrete elements. They are intended for use only during transient situations for lifting and handling, and not for the service life of the structure. The choice of insert is made according to the lifting capacity of their part embedded in the concrete, or may be limited by the capacity of the insert itself and the corresponding key declared by the insert manufacturer.
The report covers commonly used applications (walls/beams/columns and solid slabs and pipes). The range of these applications is further limited to prevent other types of failure than concrete breakout failure (cone failure), bond failure, failure of reinforcement or failure in the steel insert.
Due to lack of information this report does not cover double shell walls, floor plates and beams for beam-and-block floor systems.
The safety levels are given for information and are intended for short-term-handling and transient situations.
This Technical Report applies only to precast concrete elements made of normal weight concrete and manufactured in a factory environment and under a factory production control (FPC) system (in accordance with EN 13369:2013, 6.3) covering the insert embedment.
This Technical Report does not cover:
-   the design of the lifting inserts independently placed on the market;
-   lifting inserts for permanent and repeated use.
This Technical Report is prepared based on the fact that the anchorage in the concrete of parts of the lifting assembly is governed by the Construction Products Regulation. Lifting accessories independently placed on the market are governed by the Machinery Directive.
1.2   Types of inserts for lifting and handling
This Technical Report applies to the embedment of lifting inserts. Devices made by the precaster may consist of smooth bars, prestressing strands, steel plates with anchorage or steel wire ropes. The system devices may be e.g. internal threaded inserts, flat steel inserts and headed inserts.
Lifting loops of ribbed bars are not covered.
1.3   Minimum dimensions
This Technical Report applies in general to inserts with a minimum nominal diameter of 6 mm or the corresponding cross section. In general, the minimum anchorage depth should be hef = 40 mm.
Wire ropes of diameter less than 6 mm are not covered.

  • Technical report
    43 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 15037-4:2010+A1:2013(Main)
Precast concrete products - Beam-and-block floor systems - Part 4: Expanded polystyrene blocks
SIST EN 15037-4:2010+A1:2013

This European Standard deals with the requirements and the basic performance criteria for blocks made in expanded polystyrene (EPS), used in conjunction with precast concrete beams in compliance with
EN 15037-1, with or without cast-in-situ concrete for the construction of beam-and-block floor systems.
EPS block may be totally made in EPS or combined with different materials such as plaster or wood wool.
If EPS is combined with other materials, these materials should not contribute to more than 50 % of the mechanical resistance of the block. If not, the block is covered by EN 15037-5, Precast concrete products - Beam-and-block floor systems - Part 5: Lightweight blocks for simple formwork.
Examples of typology of floor systems are given in Annex B of EN 15037-1:2008.

  • Standard
    55 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 15037-5:2013(Main)
Precast concrete products - Beam-and-block floor systems - Part 5: Lightweight blocks for simple formwork
SIST EN 15037-5:2013

This European Standard deals with the requirements and the basic performance criteria for lightweight blocks used as formwork during the construction of the floor system. The blocks are used in conjunction with precast concrete beams in compliance with EN 15037-1, with or without cast-in-situ concrete for the construction of beam-and-block floor systems.
This European Standard does not deal with blocks made in polystyrene, with or without tong, or combined with different materials where polystyrene contributes to more than 50 % of the mechanical resistance of the block. These blocks are covered by EN 15037-4, Precast concrete products — Beam-and-block floor systems  Part 4: Expanded polystyrene blocks.
Examples of typology of floor systems are given in Annex B of EN 15037-1:2008.

  • Standard
    58 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 13225:2013(Main)
Precast concrete products - Linear structural elements
SIST EN 13225:2013

This European Standard identifies the requirements, the basic performance criteria and evaluation of conformity for precast linear elements (such as columns, beams and frame elements) made of reinforced or prestressed normal or lightweight concrete, used for the construction of the structures of buildings and other civil engineering works, except bridges.
This document covers terminology, performance criteria, tolerances, relevant physical properties, test methods, and aspects of transport and erection.
This document does not cover load bearing capacity determined by testing.
This standard does not cover lintels with length up to 4,5 m used in masonry walls.

  • Standard
    33 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 14992:2007+A1:2012(Main)
Precast concrete products - Wall elements
SIST EN 14992:2007+A1:2012

This European Standard applies to prefabricated walls, made of normal weight or lightweight concrete with dense structure. Also fibre reinforced concrete (steel, polymer or other fibres covered by European standards) may be used. These wall elements may have external wall functions (see 3.11) or not, have facing functions (see 3.12) or not or have a combination of these functions.
External wall functions could be:
-   thermal insulation (see 3.11.1);
-   sound insulation (see 3.11.2);
-   hygrometric control (see 3.11.3);
or a combination of these.
They may be plain, reinforced or prestressed. They may be loadbearing or not.
These include:
-   solid walls;
-   composite walls;
-   sandwich walls;
-   lightened walls;
-   claddings.
The wall element may also work as a column or beam.

  • Standard
    38 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 15050:2007+A1:2012(Main)
Precast concrete products - Bridge elements
SIST EN 15050:2007+A1:2012

This European Standard applies to precast concrete structural elements produced in a factory and used in bridge construction, such as deck elements.Normal weight concrete elements are considered, both reinforced and prestressed; their use can be on road bridges, railway bridges and footbridges.
Deck elements include both single elements from which the deck may be composed (beams, slabs, ribbed or cellular elements) and elements consisting of a segment of the entire deck.
Some examples of elements dealt with are shown in Annex A.
The durability aspects are also considered.
This European Standard makes reference to precast elements produced in a factory or near the construction site in a place protected from adverse weather conditions. It is assumed that if the elements are not manufactured in a factory, the production conditions assure the same level of quality control as in a factory. It is assumed that the production place is protected from rain, sunshine and wind.
Some of the elements are also treated in other European Standards (e.g. beams, slabs). This European Standard deals with the specific aspects related to the use of these elements in bridge construction.
Foundation piles, piers, abutments, barriers, bumpers, guards, arches and" box culverts are out the scope of this European Standard.

  • Standard
    60 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 12839:2012(Main)
Precast concrete products - Elements for fences
SIST EN 12839:2012

This European standard specifies precast products in reinforced or pre-stressed concrete with or without fibres, to be used together or in combination with other elements to erect fences e.g. boundary fences.
This European standard covers both mechanical resistance determined by calculation and load bearing capacity determined by testing.
Normal weight concrete or light weight concrete elements include posts, solid or open panels, slabs, rails, spurs, struts and base panels.
The intended uses may be nonstructural or lightly structural.
It provides for the evaluation of conformity of elements to this European Standard. Marking conditions are included.

  • Standard
    52 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 14844:2006+A2:2011(Main)
Precast concrete products - Box culverts
SIST EN 14844:2006+A2:2012

This European Standard deals with both large (structural) and small (non-structural or light structural) box culverts of rectangular cross-section formed monolithically and designed as continuous elements with a joint detail shaped to allow the possible incorporation of sealing materials. Box culverts can be used for creation of voids below ground for conveyance and storage of materials. e.g. conveyance and storage of wastewater, cable tunnels and subways
For the purposes of this European Standard, box culverts having internal cross-sectional dimensions (W and H in Figure 1) less than or equal to 1 250 mm are considered as small (non-structural or light structural). All other units are defined as large. The elements are generally manufactured in factories using either normal weight or lightweight concrete and usually require reinforcing steel. This standard does not include units manufactured from autoclaved aerated concrete, nor prefabricated reinforced box culverts of lightweight concrete with open structure.
Each unit is structurally complete. They are used in combination to form a total structure of appropriate length (including joints) and capacity.

  • Standard
    40 pages
    English language
    sale 10% off
    e-Library read for
    1 day