iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
CEN

EN 13894-2:2002

(Main)

Products and systems for the protection and repair of concrete structures - Test methods - Determination of fatigue under dynamic loading - Part 2: After hardening

Products and systems for the protection and repair of concrete structures - Test methods - Determination of fatigue under dynamic loading - Part 2: After hardening

The purpose of this standard is to define a laboratory method of testing to ascertain the fatigue of structural bonding agents in composite systems involving the bonding of steel-to-steel, steel-to-concrete and hardened concrete-to-hardened concrete.

Produkte und Systeme für den Schutz und die Instandsetzung von Betontragwerken - Prüfverfahren - Bestimmung des Ermüdungsverhaltens bei dynamischer Belastung - Teil 2: Nach dem Erhärten

Zweck dieser Norm ist die Festlegung eines Laborprüfverfahrens, mit dem sich in Verbundsystemen, bei denen die Verklebung von Stahl auf Stahl, Stahl auf Beton und Beton auf Beton vorkommt, beim Aushärten von Klebstoffen für konstruktive Zwecke die Reaktion auf Dauerschwingfestigkeit unter dynamischer Belastung bestimmen lässt.

Produits et systèmes pour la protection et la réparation des structures en béton - Méthodes d'essai - Détermination de la fatigue sous charge dynamique - Partie 2: Après durcissement

La présente partie de cette Norme européenne décrit une méthode permettant de déterminer la réponse à la fatigue sous charge dynamique des agents de collage structural après durcissement.

Proizvodi in sistemi za zaščito in popravilo betonskih konstrukcij - Preskusne metode - Določevanje utrujanja pri dinamični obtežbi - 2. del: Po strjevanju

General Information

Status
Published
Publication Date
22-Oct-2002
ICS
91.080.40 - Concrete structures
Technical Committee
CEN/TC 104 - Concrete ( performance, production, placing and compliance criteria )
Drafting Committee
CEN/TC 104/SC 8/WG 3 - Bonding
Current Stage
9093 - Decision to confirm - Review Enquiry
Completion Date
13-Nov-2020
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 13894-2:2003 - Products and systems for the protection and repair of concrete structures - Test methods - Determination of fatigue under dynamic loading - Part 2: After hardening

Relations

Parent
EN 13894-1:2003 - Products and systems for the protection and repair of concrete structures - Test methods - Determination of fatigue under dynamic loading - Part 1: During cure
Effective Date
22-Dec-2008

Buy Standard

EN 13894-2:2003EN 13894-2:2003
PreviousNext
Standard
EN 13894-2:2003
English language
7 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.Produkte und Systeme für den Schutz und die Instandsetzung von Betontragwerken - Prüfverfahren - Bestimmung des Ermüdungsverhaltens bei dynamischer Belastung - Teil 2: Nach dem ErhärtenProduits et systemes pour la protection et la réparation des structures en béton - Méthodes d'essai - Détermination de la fatigue sous charge dynamique - Partie 2: Apres durcissementProducts and systems for the protection and repair of concrete structures - Test methods - Determination of fatigue under dynamic loading - Part 2: After hardening91.080.40Betonske konstrukcijeConcrete structuresICS:Ta slovenski standard je istoveten z:EN 13894-2:2002SIST EN 13894-2:2003en01-marec-2003SIST EN 13894-2:2003SLOVENSKI
STANDARD



SIST EN 13894-2:2003



EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13894-2October 2002ICS 91.080.40English versionProducts and systems for the protection and repair of concretestructures - Test methods - Determination of fatigue underdynamic loading - Part 2: After hardeningProduits et systèmes pour la protection et la réparation desstructures en béton - Méthodes d'essais - Détermination dela fatigue sous charge dynamique - Partie 2: AprèsdurcissementProdukte und Systeme für den Schutz und dieInstandsetzung von Betontragwerken - Prüfverfahren -Bestimmung des Ermüdungsverhaltens bei dynamischerBelastung - Teil 2: Nach dem ErhärtenThis European Standard was approved by CEN on 11 July 2002.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 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 Management Centre has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece,Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2002 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13894-2:2002 ESIST EN 13894-2:2003



EN 13894-2:2002 (E)2ContentspageForeword.31Scope.42Normative references.43Principle.44Equipment.45Test procedure.46Test report.5SIST EN 13894-2:2003



EN 13894-2:2002 (E)3ForewordThis document (EN 13894-2:2002) has been prepared by Technical Committee CEN /TC 104 "Concrete andrelated products", the secretariat of which is held by DIN.This European Standard shall be given the status of a national standard, either by publication of an identical text orby endorsement, at the latest by April 2003, and conflicting national standards shall be withdrawn at the latest byApril 2003.According to the CEN/CENELEC Internal Regulations, the national standards organizations of the followingcountries are bound to implement this European Standard : Austria, Belgium, Czech Republic, Denmark, Finland,France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain,Sweden, Switzerland and the United Kingdom.SIST EN 13894-2:2003



EN 13894-2:2002 (E)41 ScopeThis part of this European Standard describes a method for determining the response to fatigue under dynamicloading of structural bonding agents after hardening.2 Normative referencesThis European Standard incorporates by dated or undated
...

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 17678-2:2023(Main)
Installation of post-tensioning kits for prestressing of structures - Part 2: Assessment of personnel
SIST EN 17678-2:2023

This document specifies the scheme for assessment and verification of competence of personnel installing post-tensioning kits.
The document provides provisions for the training providers, assessment bodies and possible certification bodies.
Requirements to the minimum competence and experience for personnel installing post-tensioning kits are given in EN 17678-1.
This document can be amended with a national annex where indicated in the text.

  • Standard
    8 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 17678-1:2022(Main)
Installation of post-tensioning kits for prestressing of structures - Part 1: Competence of personnel
SIST EN 17678-1:2023

This document specifies the minimum training and registration requirements for post-tensioning personnel involved in the installation of PT kits. These PT kits are typically used in concrete structures using bonded or unbonded tendons in accordance with the relevant execution specifications, product standard and / or appropriate technical assessment.
This document specifies the tasks that the various categories of PT personnel can undertake.
For the purposes of this document, PT personnel means: PT Manager, PT Supervisors, PT Operatives and PT Trainees who are directly employed or indirectly employed on a sub-contract basis.
This document does not cover general safety and health aspects.
This document does not cover contractual issues.
prEN 17678-2:2022 deals with the assessment of competence.

  • Standard
    13 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
CEN/TR 17086:2020(Main)
Further guidance on the application of EN 13791:2019 and background to the provisions
SIST-TP CEN/TR 17086:2020

This document explains the reasoning behind the requirements and procedures given in EN 13791 [1] and why some concepts and procedures given in EN 13791:2007 [2] were not adopted in the 2019 revision. The annex comprises worked examples of the procedures given in EN 13791:2019.

  • Technical report
    67 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 13791:2019(Main)
Assessment of in-situ compressive strength in structures and precast concrete components
SIST EN 13791:2019

(1) This document:
- gives methods and procedures for the estimation of the in situ compressive strength and characteristic in situ compressive strength of concrete in structures and precast concrete components using direct methods (core testing) and indirect methods, e.g. ultra-sonic pulse velocity, rebound number;
NOTE    To align with the design standard EN 1992-1-1, where the compressive strength is based on 2:1 cylinders, the in situ compressive strength is based in 2:1 cores of diameter ≥ 75 mm.
- provides principles and guidance for establishing the relationships between test results from indirect test methods and the in situ compressive strength;
- provides procedures and guidance for assessing the conformity with the compressive strength class of concrete supplied to structures under construction where standard tests indicate doubt or where the quality of execution is in doubt.
(2) This document provides requirements for determining the in situ strength at test locations and the characteristic strength of test regions, but how this information is to be applied needs to be considered in the light of the specific situation and engineering judgement applied to the specific case.
(3) This document does not include the assessment of the quality of concrete for properties other than compressive strength, e.g. durability-related properties.
(4) This document is not for the assessment of conformity of concrete compressive strength in accordance with EN 206 or EN 13369, except as indicated in EN 206:2013+A1:2016, 5.5.1.2 or 8.4.
(5) This document does not cover the procedures or criteria for the routine conformity control of precast concrete components using either direct or indirect measurements of the in situ strength.
(3) This document does not include the assessment of the quality of concrete for properties other than compressive strength, e.g. durability-related properties.
(4)   This document is not for the assessment of conformity of concrete compressive strength in accordance with EN 206 or EN 13369, except as indicated in EN 206:2013+A1:2016, 5.5.1.2 or 8.4.
(5)   This document does not cover the procedures or criteria for the routine conformity control of precast concrete components using either direct or indirect measurements of the in-situ strength.

  • Standard
    41 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1504-10:2017(Main)
Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 10: Site application of products and systems and quality control of the works
SIST EN 1504-10:2017

This part of EN 1504 gives requirements for:
-   substrate condition before and during application of systems and products;
-   storage of systems and products;
-   structural stability during preparation, protection and repair;
-   methods of protection and repair;
-   quality control for execution of work;
-   maintenance of the structure.

  • Standard
    75 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1766:2017(Main)
Products and systems for the protection and repair of concrete structures - Test methods - Reference concretes for testing
SIST EN 1766:2017

This European Standard specifies the composition, characteristics and preparation procedure for reference concrete substrates which are to be used in the test methods to measure performance requirements of products and systems for the repair and protection of concrete structures.
The provisions of this standard are applicable to concrete with a maximum aggregate size of 16 mm or 20 mm or with a maximum aggregate size of 8 mm or 10 mm.

  • Standard
    14 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1504-8:2016(Main)
Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and AVCP - Part 8: Quality control and Assessment and verification of the constancy of performance (AVCP)
SIST EN 1504-8:2016

This Part of EN 1504 specifies procedures for sampling, quality control, assessment and verification of the constancy of performance (AVCP) including marking and labelling of products and systems for the protection and repair of concrete according to EN 1504 2 to EN 1504-7.

  • Standard
    15 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1504-5:2013(Main)
Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 5: Concrete injection
SIST EN 1504-5:2013

This European Standard specifies requirements and conformity criteria for the identification, performance (including durability aspects) and safety of injection products for the repair and protection of concrete structures, used for:
-   force transmitting filling of cracks, voids and interstices in concrete (category F, see 3.1);
-   ductile filling of cracks, voids and interstices in concrete (category D, see 3.1);
-   swelling fitted filling of cracks, voids and interstices in concrete (category S, see 3.1).
The performance requirements in this part of this document may not be applicable to highly specialised applications in extreme environmental conditions, e.g. cryogenic use, nor do they cover specialised circumstances such as accidental impact, e.g. due to traffic or ice, or earthquake loading, where specific performance requirements will apply.
This European Standard does not cover:
-   the treatment of cracks by widening them and sealing them with an elastomeric sealing compound;
-   external filling of cavities, that is, the placement of product outside the structure (generally within the surrounding foundation soils, or at the interface between the structure and the soil); this is covered by EN 12715 [2], under contact grouting;
-   preliminary injection works, if necessary, to temporarily stop water passage during waterproofing injection.

  • Standard
    39 pages
    English language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 13670:2009(Main)
Execution of concrete structures
SIST EN 13670:2010

(1)   This European Standard gives common requirements for execution of concrete structures, it applies to both in-situ works and construction using prefabricated concrete elements.
(2)   This standard expects the execution specification to state all the specific requirements relevant to the particular structure.
(3)   This standard is applicable to permanent as well as temporary concrete structures.
(4)   Additional or different requirements should be considered and, if required, given in the execution specification when using:
a)   lightweight aggregate concrete;
b)   other materials (e.g. fibres) or constituent materials;
c)   special technologies/innovative designs.
(5)   This standard does not apply to concrete members used only as equipment or construction aids for the execution.
(6)   This standard does not cover the specification, production and conformity of concrete.
(7)   This standard is not applicable to the production of precast concrete elements made in accordance with product standards.
(8)   This standard does not cover safety and health aspects of execution, or third party safety requirements.
(9)   This standard does not cover contractual issues or responsibilities for the identified actions.

  • Standard
    66 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Standard – translation
    66 pages
    Slovenian language
    sale 10% off
    e-Library read for
    1 day
CEN
EN 1504-9:2008(Main)
Products and systems for the protection and repair of concrete structures - Definitions, requirements, quality control and evaluation of conformity - Part 9: General principles for the use of products and systems
SIST EN 1504-9:2008

This Part of EN 1504 sets out basic considerations for specification of protection and repair of reinforced and unreinforced concrete structures (including, for example, pavements, runways, floor slabs and pre-stressed structures) using products and systems specified in other Parts of the EN 1504 series or any other relevant European Standard or European Technical Approval. This European Standard covers atmospherically exposed, buried and submerged structures.
This European Standard includes:
a)   the need for inspection, testing and assessment before and after repair;
b)   protection from causes of defects and their repair in concrete structures. Causes of such defects may include:
1)   mechanical actions, e.g. impact, overloading, movement caused by settlement, blast, vibration and seismic actions;
2)   chemical and biological actions from environments, e.g. sulphate attack, alkali aggregate reaction;
3)   physical actions, e.g. freeze-thaw, thermal cracking, moisture movement, salt crystallisation and erosion;
4)   fire damage;
5)   reinforcement corrosion resulting from:
i)   physical loss of the protective concrete cover;
ii)   chemical loss of alkalinity in the protective concrete cover as a result of reaction with atmospheric carbon dioxide (carbonation);
iii)   chloride (or other chemical) contamination of the concrete;
iv)   stray electrical currents conducted or induced in the reinforcement from neighbouring electrical installations.
c)   repair of defects caused by inadequate design, specification or construction or use of unsuitable construction materials;
d)   providing the required structural capacity by:
1)   replacement or addition of embedded or external reinforcement;
2)   filling of cracks and voids within or between elements to ensure structural continuity;
3)   replacement or addition of concrete or whole elements;
e)   waterproofing as an integral part of protection and repair;
[...].

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