1、| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | BRITISH STANDARD BS EN 13117-2:2000 The Eu
2、ropean Standard EN 13117-2:2000 has the status of a British Standard ICS 55.160 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW Transport packaging Reusable, rigid plastics distribution boxes Part 2: General specifications for testingThis British Standard, having been prepared
3、 under the direction of the Consumer Products and Services Sector Committee, was published under the authority of the Standards Committee and comes into effect on 15 August 2000 BSI 08-2000 ISBN 0 580 34922 5 BS EN 13117-2:2000 Amendments issued since publication Amd. No. Date Comments National fore
4、word This British Standard is the official English language version of EN 13117-2:2000. The UK participation in its preparation was entrusted by Technical Committee PKW/5, Primary packaging, and distribution and transport packaging, to Subcommittee PKW/5/25, Rigid plastics packaging, which has the r
5、esponsibility to: aid enquirers to understand the text; present to the responsible European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. A list of org
6、anizations represented on this subcommittee can be obtained on request to its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in the BSI Standards Catalogue under the section entitled “International St
7、andards Correspondence Index”, or by using the “Find” facility of the BSI Standards Electronic Catalogue. A British Standard does not purport to include all the necessary provisions of a contract. Users of British Standards are responsible for their correct application. Compliance with a British Sta
8、ndard does not of itself confer immunity from legal obligations. Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 9 and a back cover. The BSI copyright notice displayed in this document indicates when the document was last issued.(8523($167
9、$1$5 1250(8523e(11( (8523b,6$03/( KHDYORDGV PHWDOFRPSRQHQWV ORZWHPSHUDWXUHVEHORZ& KLJKWHPSHUDWXUHVDERYH& 2 Normative references 7KLV(XURSHDQ6WDQGDUGLQFRUSRUDWHVEGDWHGRUXQGDWHGUHIHUHQFHSURYLVLRQVIURPRWKHUSXEOLFDWLRQV7KHVHQRUPDWLYH UHIHUHQFHVDUHFLWHGDWWKHDSSURSULDWHSODFHVLQWKHWHWDQGWKHSXEOLFDWLRQVDUHO
10、LVWHGKHUHDIWHU)RUGDWHGUHIHUHQFHV VXEVHTXHQW DPHQGPHQWV WR RU UHYLVLRQV RI DQ RI WKHVH SXEOLFDWLRQV DSSO WR WKLV (XURSHDQ 6WDQGDUG RQO ZKHQ LQFRUSRUDWHGLQLWEDPHQGPHQWRUUHYLVLRQ)RUXQGDWHGUHIHUHQFHVWKHODWHVWHGLWLRQRIWKHSXEOLFDWLRQUHIHUUHGWR DSSOLHVLQFOXGLQJDPHQGPHQWV (1 7UDQVSRUWSDFNDJLQJ5HXVDEOHULJLGS
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12、LOOHGWUDQVSRUWSDFNDJHV9HUWLFDOLPSDFWWHVWEGURSSLQJ,62 ,62 LPHQVLRQVRIULJLGUHFWDQJXODUSDFNDJHV7UDQVSRUWSDFNDJHV 3 Terms and definitions )RUWKHSXUSRVHVRIWKLVVWDQGDUGWKHWHUPVDQGGHILQLWLRQVJLYHQLQ(1DSSO 4 Performance requirements 4.1 Surfaces 7KHERVKDOOEHIUHHIURPIRUHLJQERGLHVEORZKROHVFUDFNVDQGEXUUVDQGJUD
13、QXOHVZKLFKKDYHQRWPHOWHGDVZHOODV IURPRWKHUGHIHFWV0LQRUXQHYHQQHVVRUVXQNHQDUHDVSURGXFHGLQSURFHVVLQJDUHSHUPLVVLEOHSURYLGHGWKDWILWQHVVIRU XVHLVQRWDGYHUVHODIIHFWHG3DJH (1 %6, 4.2 Dimensions 7ROHUDQFHVRQQRPLQDOVLHVVKDOOEHQRWJUHDWHUWKDQ 7KHSODQYLHZVLHVVKDOOQRWHFHHGWKHPRGXODUVLHVDVJLYHQLQ,62 7ROHUDQFHVRQQRPL
14、QDOWDUHZHLJKWVKDOOQRWHFHHG 4.3 Shape stability :KHQWHVWHGLQDFFRUGDQFHZLWKERHVVKDOOHKLELWQRYLVLEOHFKDQJHRUGDPDJHVXFKDVFUDFNVRUHPEHGGLQJ1R GHIRUPDWLRQZKLFKUHGXFHVWKHIXQFWLRQVRIWKHERVKDOOEHDFFHSWDEOH 4.4 Stacking stability :KHQWHVWHGLQDFFRUGDQFHZLWKVWDFNVRIWKUHHERHVVKDOONHHSWKHLUHTXLOLEULXPGXULQJDQGDIW
15、HUWKHWHVW 7KHUHGXFWLRQRIWKHKHLJKWRIWKHVWDFNXQGHUORDGVKDOOEHOHVVWKDQRIWKHILUVWPHDVXUHPHQWWDNHQEHWZHHQWKHILUVW DQGVHFRQGPHDVXUHPHQW 7KHUHVLGXDOUHGXFWLRQRIWKHKHLJKWRIWKHVWDFNVKDOOEHOHVVWKDQRIWKHILUVWPHDVXUHPHQWWDNHQEHWZHHQWKHILUVW DQGWKLUGPHDVXUHPHQW 4.5 Base deflection :KHQWHVWHGLQDFFRUGDQFHZLWKWKHGHI
16、OHFWLRQXQGHUORDGVKDOOEHOHVVWKDQRIWKHDFWXDOEDVHGLDJRQDOOHQJWK WDNHQEHWZHHQWKHILUVWDQGVHFRQGPHDVXUHPHQW 7KHUHVLGXDOGHIOHFWLRQVKDOOEHOHVVWKDQRIWKHDFWXDOEDVHGLDJRQDOOHQJWKWDNHQEHWZHHQWKHILUVWDQGWKLUG PHDVXUHPHQW 5 Requirements before testing 5.1 General $OOWHVWVVKDOOEHFRQGXFWHGRQQHZDQGXQXVHGERHV 7HVWVVK
17、DOOEHFRQGXFWHGQRWHDUOLHUWKDQKDIWHUWKHPDQXIDFWXUHRIWKHER 7KHERHVWREHWHVWHGVKDOOEHVHOHFWHGDWUDQGRPWKURXJKRXWDSURGXFWLRQEDWFK 7KHVXUIDFHVRIWKHERHVWREHWHVWHGVKDOOEHLGHQWLILHGLQDFFRUGDQFHZLWK(1 5.2 Conditioning 8QOHVVRWKHUZLVHVSHFLILHGDOOVDPSOHVVKDOOEHSUHFRQGLWLRQHGIRUKDW&EHIRUHWHVWLQJLQDFFRUGDQFHZLWK (1
18、,62 5.3 Dimensions and weight 7KHRYHUDOOOHQJWKZLGWKKHLJKWDQGWDUHZHLJKWVKDOOEHGHWHUPLQHGEHIRUHWKHFRPPHQFHPHQWRIWHVWLQJEXWDIWHU FRQGLWLRQLQJDVWKHPHDQRIVDPSOHV3DJH (1 %6, 5.4 Test load 7KHWHVWORDGVKDOOEHFDOFXODWHGEPXOWLSOLQJWKHPDLPXPORDGWREHFRQWDLQHGLQRUVXSSRUWHGEWKHEREDVDIHW IDFWRURIDWOHDVW 5.4.1 Test
19、 load inside the box 8QOHVVRWKHUZLVHVSHFLILHGWKHWHVWORDGLQVLGHWKHERVKDOOEHXQLIRUPOVSUHDGDQGVKDOORFFXSPRUHWKDQRIWKH FDSDFLWRIWKHER,WVKDOOEHFRPSRVHGHLWKHURIIDEULFRUSODVWLFVILOPEDJVFRQWDLQLQJJRISODVWLFVJUDQXOHVWSH$ RUVWHHOEDOOVWSH%RUWKHSURGXFWVZKLFKKDYHEHHQFKRVHQWREHWUDQVSRUWHGLQWKHER :KHUHERWKWSHVRIED
20、JVDUHXVHGLQDERWSH%EDJVVKDOOEHSODFHGLQWKHEDVHRIWKHERZLWKWSH$EDJVDERYH (PSWWSH$EDJVVKDOOKDYHIODWGLPHQVLRQVRIPP PPDQGVKDOOEHDEOHWRFRQWDLQJRISODVWLFJUDQXOHV (PSWWSH%EDJVVKDOOKDYHIODWGLPHQVLRQVRI PP PPDQGVKDOOEHDEOHWRFRQWDLQJRIVWHHOEDOOV PHDVXULQJPPWRPPLQGLDPHWHU 5.4.2 Test load on top of the box 7HVWORD
21、GRQWRSRIWKHERVKDOOEHDSSOLHGYLDDIODWDQGULJLGVXUIDFHRQWKHWRSERVHH)LJXUH 6 Test methods 6.1 Stacking test using static load 6.1.1 Test parameters 7KHIROORZLQJSDUDPHWHUVVKDOOEHXVHG D 7HPSHUDWXUHRIWHVW & E 1XPEHURIVDPSOHV WHVWVXVLQJQHZERHVSHUWHVWWRWDOQXPEHUERHV F /RDGLQJ VWRIWKHWHVWORDG QGRIWKHWHVWORDG 7
22、HVWPHWKRG 7KHWHVWVKDOOEHFDUULHGRXWLQDFFRUGDQFHZLWK(1DQGWKHFKRVHQWHVWPHWKRGVKDOOEHUHFRUGHG 6WDFNWKUHHHPSWERHV 3ODFHDWHVWORDGYLDDIODWDQGULJLGVXUIDFHRQWKHWRSERVHH)LJXUH 7DNHPHDVXUHPHQWVHSUHVVHGLQPPDWHYHUFRUQHURIWKHVWDFNEHWZHHQWKHSODFHPHQWOHYHODQGWKHVXUIDFHRI DSSOLFDWLRQRIWKHWHVWORDG D VWPHDVXUHPHQWZLWK
23、RIWKHWHVWORDGDW& E QGPHDVXUHPHQWZLWKRIWKHWHVWORDGDIWHUKDW& F UHODDWLRQWKHWHVWORDGLVUHPRYHGDQGWKHERLVSODFHGDW&IRUK G UGPHDVXUHPHQWZLWKRIWKHWHVWORDGDW&3DJH (1 %6, Figure 1 - Stacking test using static load URSWHVW *HQHUDO 7KHWHVWVKDOOEHSHUIRUPHGLQDFFRUGDQFHZLWK(1XVLQJWKHWHVWSDUDPHWHUVJLYHQLQDQGVHH )LJ
24、XUH 6.2.2 Drop test 1 D &RQGLWLRQLQJ &KPLQLPXP E 7HVWWHPSHUDWXUH & F 7HVWORDG QRQH G +HLJKW P H 1XPEHURIWHVWV XVLQJQHZERHVIRUHDFKVHTXHQFHRIGURSVWRWDOQXPEHUERHV :KHQWKHWHVWSURFHGXUHHFHHGVPLQWKHERHVVKDOOEHUHFRQGLWLRQHGIRUDPLQLPXPSHULRGRIPLQ 6.2.3 Drop test 2 D &RQGLWLRQLQJ &KPLQLPXP E 7HVWWHPSHUDWXUH
25、& F 7HVWORDG QRQH G +HLJKW P H 1XPEHURIWHVWV XVLQJQHZERHVIRUHDFKVHTXHQFHRIGURSVWRWDOQXPEHUERHV 6.2.4 Sequence 7KHVHTXHQFHRIGURSVIRUHYHUWHVWVKDOOEH D LPSDFWRQWRZKROHEREDVH E LPSDFWRQWRORZHUORQJLWXGLQDOHGJH F LPSDFWRQWRORZHUODWHUDOHGJH G LPSDFWRQWRRQHORZHUFRUQHUWRORZHUGLDJRQDOOLQHRIWKHEREDVH 7KHERVKDO
26、OEHSRVLWLRQHGDVLIVXVSHQGHGIURPWKHRSSRVLWHFRUQHUHGJHRUVLGHWREHWHVWHGVHH)LJXUH3DJH (1 %6, /RQJLWXGLQDOYLHZ /DWHUDOYLHZ ,PSDFWRQWRZKROHEREDVH (DPSOHLPSDFWRQWRORZHU ORQJLWXGLQDOHGJH (DPSOHLPSDFWRQWRORZHU ODWHUDOHGJH (DPSOHLPSDFWRQWRRQHORZHU FRUQHUWRORZHUGLDJRQDOOLQHRIWKH EREDVH Figure 2 - Drop test sequ
27、ence3DJH (1 %6, 6.3 Base deflection test 6.3.1 Test parameters 7KHIROORZLQJSDUDPHWHUVVKDOOEHXVHG D 7HPSHUDWXUHRIWHVW & E 1XPEHURIVDPSOHV ERHV F /RDGLQJ VW RIWKHWHVWORDG QG RIWKHWHVWORDG UG RIWKHWHVWORDG 6.3.2 Test method 8VLQJWKHIROORZLQJPHWKRGPHDVXUHWKHGHIOHFWLRQ G RIWKHEDVHRIWKHERFRQWDLQLQJWKHORDG
28、 ) ZKHQVXSSRUWHGRQ DQDVVHPEOZLWKWKHVDPHSRLQWVRIVXSSRUWVHH)LJXUH D VWPHDVXUHPHQWZLWKDEDOODVWRIRIWKHWHVWORDGDW& E QGPHDVXUHPHQWZLWKDEDOODVWRIRIWKHWHVWORDGDIWHUKDW& F 5HODDWLRQWKHEDOODVWLVUHPRYHGDQGWKHERVWLOOUHPDLQLQJRQLWVVXSSRUWLVSODFHGDW&IRUK G UGPHDVXUHPHQWDW&ZLWKDEDOODVWRIRIWKHWHVWORDG $OOPHDVXUHPHQWVVKDOOEHWDNHQDWWKHSRLQWRIPDLPXPEDVHGHIOHFWLRQ Figure 3 - Static deflection of base
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