DIN EN 1910-2016 Wood flooring and wood panelling and cladding - Determination of dimensional stability German version EN 1910 2016《木地板和木镶板和贴面层 尺寸稳定性的测定 德文版本EN 1910-2016》.pdf

《DIN EN 1910-2016 Wood flooring and wood panelling and cladding - Determination of dimensional stability German version EN 1910 2016《木地板和木镶板和贴面层 尺寸稳定性的测定 德文版本EN 1910-2016》.pdf》由会员分享，可在线阅读，更多相关《DIN EN 1910-2016 Wood flooring and wood panelling and cladding - Determination of dimensional stability German version EN 1910 2016《木地板和木镶板和贴面层 尺寸稳定性的测定 德文版本EN 1910-2016》.pdf（15页珍藏版）》请在麦多课文档分享上搜索。

1、August 2016 English price group 10No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS 79.080!%XQ9“2534622www.din.deDIN

2、EN 1910Wood flooring and wood panelling and cladding Determination of dimensional stability;English version EN 1910:2016,English translation of DIN EN 1910:2016-08Holzfubden und Wand- und Deckenbekleidungen aus Holz Bestimmung der Dimensionsstabilitt;Englische Fassung EN 1910:2016,Englische bersetzu

3、ng von DIN EN 1910:2016-08Planchers en bois et lambris et bardages en bois Dtermination de la stabilit dimensionnelle;Version anglaise EN 1910:2016,Traduction anglaise de DIN EN 1910:2016-08SupersedesDIN EN 1910:2013-05www.beuth.deDTranslation by DIN-Sprachendienst.In case of doubt, the German-langu

4、age original shall be considered authoritative.Document comprises 15 pages 06.16 DIN EN 1910:2016-08 2 A comma is used as the decimal marker. National foreword This document (EN 1910:2016) has been prepared by Technical Committee CEN/TC 175 “Round and sawn timber” (Secretariat: AFNOR, France). The r

5、esponsible German body involved in its preparation was DIN-Normenausschuss Holzwirtschaft und Mbel (DIN Standards Committee Timber and Furniture), Working Committee NA 042-01-14 AA Rund- und Schnittholz Spiegelausschuss zu CEN/TC 175 und ISO/TC 218. Amendments This standard differs from DIN EN 1910:

6、2013-05 as follows: a) Subclause 7.3.2 “Twist” has been added; b) some specifications have been rendered more precise. Previous editions DIN EN 1910: 2000-03, 2013-05 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 1910 April 2016 ICS 79.080 Supersedes EN 1910:2013English Version Wood flooring

7、and wood panelling and cladding - Determination of dimensional stability Planchers en bois et lambris et bardages en bois - Dtermination de la stabilit dimensionnelle Holzfubden und Wand- und Deckenbekleidungen aus Holz - Bestimmung der Dimensionsstabilitt This European Standard was approved by CEN

8、on 20 February 2016. 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

9、 may be obtained on application to the CEN-CENELEC 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 translation under the responsibility of a CEN member into its own language and notifi

10、ed to the CEN-CENELEC Management Centre has the same status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Icel

11、and, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey andUnited Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Manage

12、ment Centre: Avenue Marnix 17, B-1000 Brussels 2016 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1910:2016 EEN 1910:2016 (E) 2 Contents Page European foreword . 4 1 Scope 5 2 Normative references 5 3 Terms and definitions . 5 4

13、Principle . 5 5 Test equipment 5 5.1 Conditioning room or enclosure 5 5.2 Stabilizing room or enclosure 6 5.3 Trays 6 5.4 Measuring equipment . 6 5.5 Scales . 6 5.6 Oven . 6 6 Test specimens . 6 6.1 Dimensions and shape 6 6.2 Sampling . 7 6.3 Conditioning 7 7 Measurements 7 7.1 Mass 7 7.2 Dimensions

14、 of the test specimen . 7 7.3 Warp 7 7.3.1 General 7 7.3.2 Twist 7 7.3.3 Procedure. 7 7.3.4 Expression of results 9 7.4 Moisture content . 9 8 Procedure. 9 8.1 Initial measurements . 9 8.2 Exposure to the humid climate 9 8.3 Measurements after stabilization in the humid climate . 9 8.4 Exposure to t

15、he dry climate 9 8.5 Measurements after stabilization in the dry climate 10 8.6 Oven drying 10 9 Calculation and expression of the results of a test specimen 10 9.1 Moisture content 10 9.2 Dimensional changes 10 9.3 Warp . 10 9.3.1 Cup . 10 9.3.2 Spring . 11 9.3.3 Bow 11 9.3.4 Twist . 11 10 Accuracy

16、 of the 10 test specimens . 11 10.1 Dimensional changes 11 10.2 Warp . 11 DIN EN 1910:2016-08EN 1910:2016 (E) 3 11 Test report 11 Bibliography . 13 DIN EN 1910:2016-08EN 1910:2016 (E) 4 European foreword This document (EN 1910:2016) has been prepared by Technical Committee CEN/TC 175 “Round and sawn

17、 timber”, the secretariat of which is held by AFNOR. 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 October 2016, and conflicting national standards shall be withdrawn at the latest by October 20

18、16. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 1910:2013. According to the CEN/CENELEC Internal Regul

19、ations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, It

20、aly, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 1910:2016-08 EN 1910:2016 (E) 5 1 Scope This European Standard specifies a method of test to determine the dimensional chan

21、ges and warp of the elements of wood flooring and wood panelling and cladding. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. For dated references, only the edition cited applies. For undated

22、 references, the latest edition of the referenced document (including any amendments) applies. EN 13183-1, Moisture content of a piece of sawn timber Part 1: Determination by oven dry method EN 13183-2, Moisture content of a piece of sawn timber Part 2: Estimation by electrical resistance method EN

23、13647, Wood flooring and wood panelling and cladding Determination of geometrical characteristics EN 13756:2002, Wood flooring Terminology 3 Terms and definitions For the purposes of this document, the terms and definitions given in EN 13756:2002 and the following apply. 3.1 twist deformation of the

24、 element lengthwise with a helical pattern SOURCE: EN 844-3:1995 4 Principle Measure the dimensional changes of the test specimen after initial conditioning in a standard atmosphere and again after conditioning in a specified climate. The test specimen shall be lying in horizontal position in the te

25、st chamber. Express the results as a percentage of variation of the relevant dimension measured in the initial standard climatic conditions. Record the warp and relate to the basis of measurement. 5 Test equipment 5.1 Conditioning room or enclosure The conditioning room or enclosure shall be equippe

26、d with monitoring thermometers and hygrometers. It shall be suitable to condition the test specimen either in: climate A, defined by a relative humidity of (65 5) % and a temperature of (20 2) C; or climate B, defined by a relative humidity of (50 5) % and a temperature of (23 2) C. DIN EN 1910:2016

27、-08 EN 1910:2016 (E) 6 5.2 Stabilizing room or enclosure The stabilizing room or enclosure shall be equipped with monitoring thermometers and hygrometers. It shall be capable of maintaining the conditions specified in Table 1: Table 1 Conditions maintained by a stabilizing room or enclosure Conditio

28、n No. 1 Condition No. 2 Temperaturea20 C 23 C Relative humiditybDry climate: 30 % 30 % Humid climate: H1: or 75 % 75 % H2: 85 % 85 % aThe permitted deviation for temperature is 2 C. bThe permitted deviation for relative humidity is 5 %. It shall be possible to change from one climate to the other wi

29、thin 24 h. 5.3 Trays The trays shall provide non-continuous support to the test specimen in the conditioning and stabilizing rooms. The clearance between supports shall be sufficient to allow the ventilation between the test specimens. 5.4 Measuring equipment All the dimensions shall be measured as

30、defined in EN 13647. 5.5 Scales Scales shall be accurate to 0,1 % of the masses to be measured. 5.6 Oven The oven shall be able to operate at (103 2)C to bring the test specimens to the dry state. 6 Test specimens 6.1 Dimensions and shape Tests specimens are elements at the time of the first deliver

31、y. Measurements are made on the element. Elements more than 2000 mm require no end sealing. Elements between 2000 and 1000 mm shall have one end sealed. Elements less than or equal to 1000 mm shall have both ends sealed. The shortest length of a reduced element is 250 mm. DIN EN 1910:2016-08EN 1910:

32、2016 (E) 7 6.2 Sampling The method of installation has impact on the dimensional stability. Unless otherwise specified, 10 test specimens selected at random shall be taken. 6.3 Conditioning Prior to exposure in the specified climate (5.2), the test specimen shall be conditioned to equilibrium either

33、 in climate A or in climate B as defined in 5.1. 7 Measurements 7.1 Mass Record the mass of each test specimen after initial conditioning (6.3) and after conditioning in the specified climate (5.2). 7.2 Dimensions of the test specimen Measure the dimensions as defined in EN 13647. 7.3 Warp 7.3.1 Gen

34、eral Measure the cup, the bow and the spring as defined in EN 13647. The forces applied to the test specimen with the apparatus shall not modify the measurements beyond the permitted deviations defined in this standard. 7.3.2 Twist Measure the twist as defined below. 7.3.2.1 Principle Determine twis

35、t by measuring the gap between the reference surface and the deformed corners of the element. 7.3.2.2 Apparatus a) Dial gauge. It shall give readings accurate to the nearest 0,01mm and have a cylindrical flat end with a diameter of 5 1 mm. b) Reference plane support. Horizontal rigid plane support (

36、e.g. marble, granite or steel made) with smooth surface. 7.3.3 Procedure Place the element with its upper surface in contact with the reference plane support. Prior to testing, mark measuring points on the element at 10 mm from the edges of the deformed corners. A mass of 1 kg shall be positioned as

37、 show in Figure 1 on to one deformed corner (if present). DIN EN 1910:2016-08EN 1910:2016 (E) 8 Reset the dial of the gauge, on the surface of the reference plane support, and place the gauge at the diagonal opposite side above the mark measuring point. Measure and note the Z value (see Figure 2) wi

38、th an accuracy to the nearest 0,1 mm. Move the mass to the diagonally opposite corner and by the gauge repeat the measure at the diagonal opposite point of the mass. Measure and note the Z value (see Figure 2) with an accuracy to the nearest 0,1 mm. Figure 1 Positioning of one kg mass onto different

39、 corners Figure 2 Twist Z and L values DIN EN 1910:2016-08EN 1910:2016 (E) 9 7.3.4 Expression of results Twist is expressed as a percentage of the length and it is calculated as follow: = (%) 100ZTwistLwhere Z is the maximum value measured thickness of the single element (mm); L is th length of the

40、element (mm). Thickness and length of single element shall be measured according to EN 13647 clauses. 7.4 Moisture content If required, the moisture content of an element is measured in its initial state at the equilibrium either in climate A or in climate B as defined in 5.1 and after the condition

41、ing in dry and humid climates with one of the following methods: by determination of mass loss during oven drying, as specified in EN 13183-1. The moisture content is calculated according to 9.1; with an electrical device, by measuring wood resistance, as specified in EN 13183-2. NOTE Be aware of hi

42、gher deviation when measuring moisture content below 6 % by electric resistance method. 8 Procedure 8.1 Initial measurements Once the initial conditioning according to 6.3 is achieved, carry out the measurements defined in Clause 7. 8.2 Exposure to the humid climate After the initial measurements, e

43、xpose the test specimen to the specified humid climate, as defined in 5.2, for 4 weeks. Achieve the correct conditions according to Table 1 within 24 h. Carry out the measurements defined in 7.1. The duration of each conditioning period can be reduced if variation of mass does not exceed 0,1 % betwe

44、en two successive measurements made in any 24 h interval. 8.3 Measurements after stabilization in the humid climate Carry out the measurements defined in Clause 7. 8.4 Exposure to the dry climate Once the measurements in 8.3 are recorded, expose the test specimen in the specified dry climate as defi

45、ned in 5.2 for 4 weeks. Achieve the correct conditions within 24 h. Carry out the measurements defined in 7.1. DIN EN 1910:2016-08EN 1910:2016 (E) 10 The duration of each conditioning period can be reduced if variation of mass does not exceed 0,1 % between two successive measurements made in any 24

46、h interval. 8.5 Measurements after stabilization in the dry climate Carry out the measurements defined in Clause 7. 8.6 Oven drying Once the test specimen has been through all the prescribed climates, proceed to its oven drying with the oven specified in 5.6. The test specimen may not be reduced to

47、less than 250 mm. Oven dry state is reached if mass variation is not more than 0,1 % between two successive measurements made in any 24 h interval. 9 Calculation and expression of the results of a test specimen 9.1 Moisture content Calculate using the following formula: =sdd100mmmwhere is the moistu

48、re content of the test specimen, after each stabilization process, in % to significant decimal; mdis the mass of the test specimen after oven drying, in g; msis the mass of the test specimen after each stabilization, in g. 9.2 Dimensional changes In each direction, the cumulative relative change is

49、calculated with the following formula: hdcri18()100-DDhd = Dwhere dcris the cumulative relative dimensional change, in % to two decimals; Diis the dimension after initial stabilization, with an accuracy of 0,01 mm; Ddis the dimension after dry conditioning, with an accuracy of 0,01 mm; Dhis the same dimension after humid conditioning, with an accuracy of 0,01 mm. h 15 for climate H1, h = 18 for climate H2. NOTE The values for h ar