1、 November 2006DIN EN 1340 Corrigendum 1 ICS 93.080.20 Concrete kerb units Requirements and test methods Corrigendum 1 to English version of DIN EN 1340:2003-08 Bordsteine aus Beton Anforderungen und Prfverfahren Berichtigung 1 zur englischen Fassung DIN EN 1340:2003-08 Document comprises 8 pages No
2、part of this standard may be reproduced without prior permission of DIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany, has the exclusive right of sale for German Standards (DIN-Normen). English price group 99 www.din.de www.beuth.de !,vu5“04.07 9838218This cor
3、rigendum should be filed together with the translation of the standard to which it refers and a corresponding note made on the translation. DIN EN 1340 Corr 1:2006-11 2 This Corrigendum is based on EN 1340:2003/AC:2006 issued by CEN. In the English version of DIN EN 1340:2003-08 the following correc
4、tions are to be made: Re CEN title page In the French title, delete “de trottoir”. Re Contents C.5: Amend the title to read “Flatness and straightness”. ZA.2: Amend the title to read “System of attestation of conformity”. Re Foreword Move the last paragraph above “No existing European Standard is su
5、perseded”, to become the fifth paragraph. Re Clause 3.1 Amend the definition to read: concrete curb unit precast concrete unit, individually or in combination with other units, intended to separate surfaces of the same or of different levels to provide physical or visual delineation or containment a
6、nd separation between areas submitted to different kinds of traffic Re Clause 3.12 Amend the definition to read: secondary processing manufacturing process to texture the whole kerb or any surface, carried out after basic manufacture before or after hardening Re Clause 5.2.3.2 At the end of the firs
7、t paragraph, insert “(see Figure 5)”. Re Clause 5.3.1 In the second paragraph, last line, replace “confirming to” with “complying with”. Re Table 2.1 In the second row, delete “as a mean”. Re Clause 5.3.4.2 Amend the title of this subclause to read: “Performance and classes”. Re Clause 6 Delete “cri
8、teria” in the title of this clause. Re Table 6 In the third and fifth row, in the column “Conformity criteria”, add “for the declared class”. DIN EN 1340 Corr 1:2006-11 3 Re Clause 6.3.8.1 At the end of subclause B, add a new paragraph to read: “If the sample and the corresponding production are not
9、 accepted, 6.3.7 applies”. Re Clause 6.3.8.3 Subclause A, item b), second line, insert after “declared class”: “but not lower than the minimum value of Table 3 for the declared class”. Re Clause 7 In the third line from the end of this clause, insert “bending” between “concrete” and “strength”. Re T
10、able B.1 Correct “Visual apsects” to read “Visual aspects”. Move reference to Footnote 2) from “Shape and dimensions” to “Thickness of facing layer”. Re Clauses C.2.2.1, C.2.2.2 and C.2.2.3 Delete the last line (“Check each measurement for conformity to 5.2.3.3”). Clause C.5 Amend the title of this
11、clause to read: “Flatness and straightness”. Re Clause E.4.1 In the second line, replace “2 000” with “0,2”. Re Clause F.2 In the first line, insert “and high spots” after “any burrs”. Re Clause F.3 Amend the second paragraph to read: “If, after this reduction, the span is still less than four times
12、 this vertical dimension, this test cannot be performed”. Re Clause G.5 In the third paragraph, second line, replace “C.4” with “C.5”. Re Figure I.3 In the title of the figure, replace “or” with “of”. Re Clause I.7 In the first line, delete “extra”. Re Annex K In the title, replace “checking” with “
13、the evaluation of”. DIN EN 1340 Corr 1:2006-11 4 Re Clause K.1 In the third paragraph, replace “resulting form” with “resulting from”. Re Clause K.3 In the second line, insert: “n = 2” and “q2= 0,6”. Re Clause K.4 In the first paragraph, first line, replace “can be” with “may be”. In the second para
14、graph, delete the text after “e.g.” and replace with: “16 production days with 8 results per 4 production days”. Re Figure K.1 Replace with the enclosed new figure K.1. Re Clause ZA.1 At the end of the second paragraph, insert “EEC” after “(89/106)”. Re Table ZA.1 In the headings row, fourth column,
15、 delete “/Units” after “Notes”. Re Clause ZA.2 Amend the title to read: “Procedures for the attestation of conformity”. Insert new subclause heading: “ZA.2.1 System of attestation of conformity”. Re Figures ZA.1 and ZA.2 Replace “2000” with “00”. Re Figure ZA.2 In the third row, after the number of
16、the standard, amend the title to read: “Precast concrete kerb (where the whole upper surface is ground and/or polished to produce a very smooth surface)”. Re Figures 2, 3, 4 and K.1 Replace Figures 2, 3, 4 and K.1 as attached. DIN EN 1340 Corr 1:2006-11 5 Key Y X 3 mm and Zy Zx 3 mm X minimum: 1/5 b
17、 and 20 mm X maximum: 1/3 b and 70 mm Zymaximum: Y/2 Tolerance on X and Zx 1, + 2 mm Tolerance on Y and Zy 2, + 1 mm L Length of kerb unit W Width of kerb unit Figure 2 Example of interlocking feature; requirement of dimensions and permissible deviations DIN EN 1340 Corr 1:2006-11 6 Key L Length a a
18、nd b Dimensions of chase c Dimension of draw Figure 3 Example of dimensions of chase and draw DIN EN 1340 Corr 1:2006-11 7 Key H Height of kerb unit h Height of recess or cut out W Width of kerb unit L Length of kerb unit l Length of recess or cut-out Figure 4 Example of a recess or cut-out on the bottom end of a kerb DIN EN 1340 Corr 1:2006-11 8 Figure K.1 EN 1340 bending strength example for class 1 in Table 3