EN 1917:2002/AC:2008
(Corrigendum)Concrete manholes and inspection chambers, unreinforced, steel fibre and reinforced
Concrete manholes and inspection chambers, unreinforced, steel fibre and reinforced
TC Correction of Figure H.1 (this third Corrigendum to EN 1916:2002 contains the text of AC1, AC2 and AC3)
Einsteig- und Kontrollschächte aus Beton, Stahlfaserbeton und Stahlbeton
Regards de visite et boîtes de branchement ou d'inspection en béton non armé, béton fibré acier et béton armé
Betonski vstopni in revizijski jaški, nearmirani, z jeklenimi vlakni in armirani
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Concrete manholes and inspection chambers, unreinforced, steel fibre and reinforcedBetonski vstopni in revizijski jaški, nearmirani, z jeklenimi vlakni in armiraniRegards de visite et boîtes de branchement ou d'inspection en béton non armé, béton fibré acier et béton arméEinsteig- und Kontrollschächte aus Beton, Stahlfaserbeton und Stahlbeton93.030Zunanji sistemi za odpadno vodoExternal sewage systemsICS:SIST EN 1917:2003/AC:2008en,fr,deTa slovenski standard je istoveten z:EN 1917:2002/AC:200801-julij-2008SIST EN 1917:2003/AC:2008SLOVENSKI
STANDARD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 1917:2002/ACApril 2008Avril 2008April 2008ICS 93.030English versionVersion FrançaiseDeutsche FassungConcrete manholes and inspection chambers, unreinforced, steel fibre andreinforcedRegards de visite et boîtes de branchementou d'inspection en béton non armé, bétonfibré acier et béton arméEinsteig- und Kontrollschächte aus Beton,Stahlfaserbeton und StahlbetonThis corrigendum becomes effective on 23 April 2008 for incorporation in the three official languageversions of the EN.Ce corrigendum prendra effet le 23 avril 2008 pour incorporation dans les trois versions linguistiquesofficielles de la EN.Die Berichtigung tritt am 23.April 2008 zur Einarbeitung in die drei offiziellen Sprachfassungen der ENin Kraft.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2008 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 1917:2002/AC:2008 D/E/F
EN 1917:2002/AC:2008 (E/F/D) 2 English version
Corrigendum 1
Annex A
Figures A.1a, A.1b and A.2 shall be corrected by replacing the figures along with the above, as follows:
Figure A.1a
EN 1917:2002/AC:2008 (E/F/D) 3
Figure A.1b Figure A.1 — Crushing test on units in a horizontal arrangement Dimensions in millimetres
Key 1 Sheet material to permit any sliding or removable support 2 Low carbon steel facing plate, 330 mm x 25 mm minimum cross-section Figure A.2 — Crushing test on units in a vertical arrangement
EN 1917:2002/AC:2008 (E/F/D) 4 In Annex J, Step 8 shall be as follows ("Table H.4" and not "Table H.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 xand 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 H.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.
EN 1917:2002/AC:2008 (E/F/D) 5 Corrigendum 2
3.1.1 Manhole
Add the following structures to Figure 1 and add "8
Capping unit" to the key:
Figure 1 — Typical structures
Key 1 Adjusting unit 2 Cover slab 3 Shaft unit 4 Base unit 5 Taper 6 Chamber unit 7 Reducing slab 8 Capping unit
5.2.5 Conformity of proof (crack) load tested units
Add the words "that have been" after "units" in the first sentence:
"Reinforced concrete units that have been tested only to proof (crack) load in accordance with 6.4 or 6.5 and meeting the requirements of 5.2.3 or 5.2.4 as appropriate conform to this European Standard."
6.1 General
Footnote a shall be changed as follows:
EN 1917:2002/AC:2008 (E/F/D) 6 Table 5 — Summary of test requirements Vertical units Clause Requirement where specified Chamber and shaft units Base units Capping units Cover slabs, reducing slabs and tapers (reducing units) Adjusting units 4.2.2.1 Drilled core strengtha
- T/R T/R T/Rb T/R a means only applicable to units whose conformity is not specified in this European Standard to be verified by routine performance testing, including the walls of capping units
6.8 Concrete strength in base units, capping unit walls, adjusting units and certain tapers
Correct the conversion factor for drilled 50 mm ± 1 mm diameter cores from 0,9 into 1,07:
"Tests shall be carried out on drilled cores with 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."
Annex B:
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