May 29, 2002 ... 13377:2002 consists of the English text of the European standard EN 13377:
2002. Käesolev dokument on jõustatud. 13.12.2002 ja selle kohta ...
EESTI STANDARD
EVS-EN 13377:2002
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Prefabricated timber formwork beams Requirements, classification and assessment
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Prefabricated timber formwork beams Requirements, classification and assessment
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EESTI STANDARDIKESKUS
EESTI STANDARDI EESSÕNA
NATIONAL FOREWORD
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Käesolev Eesti standard EVS-EN 13377:2002 sisaldab Euroopa standardi EN 13377:2002 ingliskeelset teksti.
This Estonian standard EVS-EN 13377:2002 consists of the English text of the European standard EN 13377:2002.
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This document is endorsed on 13.12.2002 with the notification being published in the official publication of the Estonian national standardisation organisation.
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Käesolev dokument on jõustatud 13.12.2002 ja selle kohta on avaldatud teade Eesti standardiorganisatsiooni ametlikus väljaandes.
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Standard on kättesaadav Eesti standardiorganisatsioonist.
The standard is available from Estonian standardisation organisation.
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Käsitlusala: This European Standard specifies classification, requirements and assessment procedures for prefabricated timber formwork beams as defined in 3.2 for temporary use in construction works
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Scope: This European Standard specifies classification, requirements and assessment procedures for prefabricated timber formwork beams as defined in 3.2 for temporary use in construction works
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ICS 91.220
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Võtmesõnad: classifications, sample surveys, site equipment, specifications, strength of materia, structural timber, structures, supports, surveillance (approval), tensile strength, timber structures, weather boards, verification, wood, woodbased sheet materials, wooden boards
Eesti Standardikeskusele kuulub standardite reprodutseerimis- ja levitamisõigus
EUROPEAN STANDARD
EN 13377
NORME EUROPÉENNE EUROPÄISCHE NORM
August 2002
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English version
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Prefabricated timber formwork beams - Requirements, classification and assessment
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Poutrelles de coffrage préfabriquées en bois - Exigences, classification et évaluation
Industriell gefertigte Schalungsträger aus Holz Anforderungen, Klassifizierung und Nachweis
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This European Standard was approved by CEN on 29 May 2002.
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CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the Management Centre or to any CEN member.
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This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the official versions.
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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.
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© 2002 CEN
All rights of exploitation in any form and by any means reserved worldwide for CEN national Members.
B-1050 Brussels
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Management Centre: rue de Stassart, 36
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EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
Ref. No. EN 13377:2002 E
EN 13377:2002 (E)
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Contents
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Foreword......................................................................................................................................................................3 Introduction .................................................................................................................................................................4
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Scope ..............................................................................................................................................................4
2
Normative references ....................................................................................................................................4
3
Terms, definitions and symbols ...................................................................................................................5
4
Classification..................................................................................................................................................8
5
Performance requirements ...........................................................................................................................8
6
Prototype assessment.................................................................................................................................11
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Evaluation of conformity.............................................................................................................................11
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Ongoing production inspection .................................................................................................................12
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Marking .........................................................................................................................................................12
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Instructions for use .....................................................................................................................................12
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Annex A (normative) Test and calculation methods to establish structural parameters .................................13
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Annex B (normative) Statistical analysis of test results for the calculation of the characteristic value ........18 Annex C (normative) Minimum requirements for production control ................................................................19
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Annex D (normative) Test procedures for beams with webs conforming to 5.2.2.c)........................................21 Annex E (informative) Values for use in calculation for site use ........................................................................24
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Annex F (informative) Ongoing production inspection ........................................................................................26 Bibliography ..............................................................................................................................................................27
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EN 13377:2002 (E)
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Foreword
This document EN 13377:2002 has been prepared by Technical Committee CEN/TC 53 "Temporary works equipment", the secretariat of which is held by DIN.
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This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by February 2003, and conflicting national standards shall be withdrawn at the latest by February 2003.
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The annexes A, B, C and D are normative, the annexes E and F are informative.
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According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries 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.
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EN 13377:2002 (E)
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Introduction
This European Standard is a product standard primarily for use in the field of falsework and formwork.
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Formwork beams should be made so that the properties specified in clause 5 are retained under site conditions such as exposure to water, water vapour and cement.
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Whilst this European Standard deals with the two most common types of prefabricated timber formwork beams in use it is not intended to prevent development of other types of formwork beams made of timber and wood based materials.
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Research and development in the field of panel materials is continuous. Even if formwork beams are made with materials which do not conform with this European Standard, the principles of this European Standard should be considered in the design and assessment of such beams.
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To obtain test results and their statistical evaluation annexes A and B respectively can be used. The values for strength and stiffness given in Tables 1 and 2 have been established from experience. To use these values, the partial safety factor for actions, γF, should be taken into account as well as the partial safety factor for the material, γM, and modification factor, kmod, for timber, (see ENV 1995-1-1). Annex E gives some guidance. For more information on timber see the Bibliography in annex F.
Scope
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This European Standard specifies classification, requirements and assessment procedures for prefabricated timber formwork beams. It also gives information on production control requirements.
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Prefabricated timber formwork beams are intended for use in falsework and formwork and to be loaded in the direction of the beam depth.
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Normative references
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They are of glued Ι-shaped construction consisting of two identical flange members of solid timber connected by a single web of wood based material with beam depths of 160 mm, 200 mm and 240 mm, or connected by or a lattice of solid timber members with a beam depth of 240 mm beam depth.
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This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text, and the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments). EN 301, Adhesives, phenolic and aminoplastic for load bearing timber structures — Classification and performance requirements.
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EN 310, Wood-based panels – Determination of modulus of elasticity in bending and of bending strength.
EN 317, Particleboards and fibreboards — Determination of swelling in thickness after immersion in water.
EN 319, Particleboards and fibreboards — Determination of tensile strength perpendicular to the plane of the board. EN 323, Wood based panels — Determination of density. 4
EN 13377:2002 (E)
EN 338, Structural timber — Strength classes. EN 385:1995, Finger jointed structural timber — Performance requirements and minimum production requirements.
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EN 408, Timber structures —Solid timber and glued laminated timber — Determinations of some physical and mechanical properties. EN 518, Structural timber — Grading — Requirements for visual strength grading standards.
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EN 519, Structural timber — Grading — Requirements for machine strength graded timber and grading machines.
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EN 636-3, Plywood — Specifications — Part 3: Requirements for plywood for use in exterior conditions. ENV 1995-1-1:1993, EUROCODE 5: Design of timber structures — Part 1-1: General rules and rules for buildings.
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EN 13183-2, Moisture content of a piece of sawn timber - Part 2: Estimation by electrical resistance method.
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prEN 13353, Solid-wood-panels — Requirements. prEN 13354, Solid-wood-panels — Bonding quality — Test method.
Terms, definitions and symbols Terms and definitions
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3.1
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For the application of this European Standard, the following terms and definitions apply.
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3.1.1 formwork beam beam in formwork construction and loaded in the direction of the beam depth
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3.1.2 timber formwork beam glued prefabricated I-shaped beam consisting of two identical flange members of solid timber connected by a web of wood based panel material or a lattice of solid timber members 3.1.3 panel web beam timber formwork beam in which the web is made of a wood based panel material (see Figure 1a)) 3.1.4 lattice web beam timber formwork beam made with lattice struts (see Figure 1b)).
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3.1.5 lattice strut member, positioned diagonally or at right angles to the flange, which connects two parallel flange members (see Figure 1b))
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EN 13377:2002 (E)
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Key Depth of beam
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Flange width
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Depth (thickness) of flange
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Thickness of web
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Flange
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Panel web
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Vertical strut
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Diagonal strut
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Panel web beam (type P)
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Lattice web beam (type L)
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Figure 1 — Timber formwork beams General construction and symbols used for the dimensions
Symbols
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The principal symbols used in this standard are listed below:
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3.2
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