EN 1916:2002/AC:2006
(Corrigendum)Concrete pipes and fittings, unreinforced, steel fibre and reinforced
Concrete pipes and fittings, unreinforced, steel fibre and reinforced
TC - Various modifications throughout text
Rohre und Formstücke aus Beton, Stahlfaserbeton und Stahlbeton
Tuyaux et pièces complémentaires en béton non armé, béton fibré acier et béton armé
Betonske cevi in fazonski kosi, nearmirani, z jeklenimi vlakni in armirani
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2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Concrete pipes and fittings, unreinforced, steel fibre and reinforcedBetonske cevi in fazonski kosi, nearmirani, z jeklenimi vlakni in armiraniTuyaux et pieces complémentaires en béton non armé, béton fibré acier et béton arméRohre und Formstücke aus Beton, Stahlfaserbeton und StahlbetonTa slovenski standard je istoveten z:EN 1916:2002/AC:2006SIST EN 1916:2003/AC:2007en,fr,de93.030Zunanji sistemi za odpadno vodoExternal sewage systems23.040.50Cevi in fitingi iz drugih materialovPipes and fittings of other materialsICS:SIST EN 1916:2003/AC:20041DGRPHãþDSLOVENSKI
STANDARDSIST EN 1916:2003/AC:200701-julij-2007
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1916:2002/ACDecember 2006Décembre 2006Dezember 2006ICS 23.040.50; 93.030English versionVersion FrançaiseDeutsche FassungConcrete pipes and fittings, unreinforced, steel fibre and reinforcedTuyaux et pièces complémentaires enbéton non armé, béton fibré acier et bétonarméRohre und Formstücke aus Beton,Stahlfaserbeton und StahlbetonThis corrigendum becomes effective on 13 December 2006 for incorporation in the three officiallanguage versions of the EN.Ce corrigendum prendra effet le 13 décembre 2006 pour incorporation dans les trois versionslinguistiques officielles de la EN.Die Berichtigung tritt am 13.Dezember 2006 zur Einarbeitung in die drei offiziellen Sprachfassungender EN in Kraft.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2006 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 1916:2002/AC:2006 D/E/F
EN 1916:2002/AC:2006 (E/F/D) 2 English Version
In Annex K, Step 8 shall be as follows ("Table I.4" and not "Table I.3"): Step 8: Determine the acceptability as follows:
Consider the measured value x of the bending tensile stress at the ultimate (collapse) load Fu from the last n consecutive samples.
Calculate the mean value x and the standard deviation s of these n values.
Calculate the lower quality statistic Q for the lower specification limit:
Q = (x - fdes)/ s
where
fdes is the lower specification limit for the bending tensile stress,
then compare the quality statistic with the acceptability constant k obtained from the appropriate column in Table I.4. Interpolation for intermediate values of n is permissible.
For acceptance, the quality statistic for the lower specification limit shall be greater than or equal to the acceptability constant.
1 Scope
Add in the first sentence "for use in pipelines" after " . and reinforced, ":
"This European Standard specifies performance requirements as defined in Table 1 and describes test methods for precast concrete pipes and fittings, unreinforced, steel fibre and reinforced, for use in pipelines with flexible joints (with seals either integrated in the units or supplied separately) and nominal sizes not exceeding DN 1 750 for units with a circular bore or WN/HN 1 200/1 800 for units with an egg-shaped bore, for which the main intended use is the conveyance of sewage, rainwater and surface water under gravity or occasionally at low head of pressure, in pipelines that are generally buried."
3.1.8
add "pipe with inlet" to the definition of a fitting:
"fitting adaptor, bend, connecting pipe, junction, pipe with inlet or taper (reducer)"
5.2.4 Conformity of proof (crack) load tested pipes
Add the words "that have been" after "pipes" in the first sentence:
"Reinforced concrete pipes that have been tested only to proof (crack) load in accordance with 6.4 and meeting the requirements of 5.2.3 conform to this European Standard."
6.8 Concrete strength in jacking pipes
Correct the conversion factor for drilled 50 mm ± 1 mm diameter cores from 0,9 into 1,07:
EN 1916:2002/AC:2006 (E/F/D) 3 "The drilled cores shall have a height equal to their diameter ± 10 mm:
when 100 mm ± 1 mm diameter cores are used, the result shall be applied without any conversion factor;
when 50 mm ± 1 mm diameter cores are used, a conversion factor of 1,07 shall be applied to the results."
A.2.5.2.1 Preliminaries
Correct the formula for δmax:
"The specific force/deformation diagram shall then be used to determine the change in the maximum deformation ∆δmax caused by a unit force Fd, then the maximum deformation δmax calculated from the following equation:
δmax = δ2 + ∆δmax"
A.2.5.2.2 Evaluation of effective tightened width (Method 1)
Insert the words "used in A.2.5.2.1" after "test piece" in the first sentence:
The test piece used in A.2.5.2.1 shall be placed in the apparatus at
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