《BS-EN-13071-2-2008.pdf》由会员分享,可在线阅读,更多相关《BS-EN-13071-2-2008.pdf(16页珍藏版)》请在三一文库上搜索。
1、BS EN 13071-2:2008 ICS 13.030.40 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW BRITISH STANDARD Stationary waste containers up to 5 000 l, top lifted and bottom emptied Part 2: Additional requirements for underground or partly underground systems Licensed CopyChinese Univers
2、ity of Hong Kong, 11/04/2009 07:14, Uncontrolled Copy, (c) BSI This British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 March 2009 BSI 2009 ISBN 978 0 580 55332 5 Amendments/corrigenda issued since publication DateComments BS EN 13071-2:2008 Nation
3、al foreword This British Standard is the UK implementation of EN 13071-2:2008. The UK participation in its preparation was entrusted to Technical Committee B/508/1, Waste containers and associated lifting devices on refuse collection vehicles. A list of organizations represented on this committee ca
4、n be obtained on request to its secretary. This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application. Compliance with a British Standard cannot confer immunity from legal obligations. Together with BS EN 13071-1:2008, i
5、t supersedes BS EN 13071:2002, which is withdrawn. Licensed CopyChinese University of Hong Kong, 11/04/2009 07:14, Uncontrolled Copy, (c) BSI BS EN 13071-2:2008 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13071-2 June 2008 ICS 13.030.40Supersedes EN 13071:2002 English Version Stationary was
6、te containers up to 5 000 l, top lifted and bottom emptied - Part 2: Additional requirements for underground or partly underground systems Conteneurs fixes de capacit 5 000 l, levs par le haut et vids par le bas - Partie 2: Spcifications complmentaires relatives aux systmes enterrs ou semi-enterrs S
7、tationre Abfallsammelbehlter bis 5 000 l, mit Behlteraufnahme an der Oberseite und Bodenentleerung - Teil 2: Zustzliche Anforderungen fr unterirdische oder teilweise unterirdische Systeme This European Standard was approved by CEN on 18 April 2008. CEN members are bound to comply with the CEN/CENELE
8、C 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 may be obtained on application to the CEN Management Centre or to any C
9、EN 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 notified to the CEN Management Centre has the same status as the official versions. CE
10、N members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sw
11、eden, Switzerland and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management 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 Member
12、s. Ref. No. EN 13071-2:2008: E Licensed CopyChinese University of Hong Kong, 11/04/2009 07:14, Uncontrolled Copy, (c) BSI BS EN 13071-2:2008 EN 13071-2:2008 (E) 2 Contents Page Foreword3 1 Scope 4 2 Normative references4 3 Terms and definitions .5 4 Requirements.6 4.1 General requirements6 4.2 Desig
13、n.6 4.3 Safety requirements 7 4.3.1 Hole .7 4.3.2 Pedestrian platform.7 4.3.3 Safety floor .7 4.3.4 Safety barrier7 5 Test conditions 7 6 Test procedures.8 6.1 Tests conducted on the container.8 6.2 Specific tests conducted on underground and partly underground systems8 6.2.1 Resistance of the safet
14、y barrier.8 6.2.2 Resistance of the safety floor.8 6.2.3 Functionality of the safety floor and safety barrier9 6.2.4 Resistance of the pedestrian platform 9 6.2.5 Resistance of the emergent part to exterior impacts.9 6.3 Corrosion11 6.4 Weathering (for thermoplastics only)11 6.4.1 Requirement.11 6.4
15、.2 Procedure .11 6.5 Sequence of tests11 7 Recommendations.12 8 Data sheet.12 9 Marking.12 10 Test report12 Annex A (informative) Adeviations13 Figures Figure 1 Underground and partly underground system. 5 Figure 2 Example of resistance of emergent part to exterior impacts 10 Tables Table 1 Sequence
16、 of the tests 12 Licensed CopyChinese University of Hong Kong, 11/04/2009 07:14, Uncontrolled Copy, (c) BSI BS EN 13071-2:2008 EN 13071-2:2008 (E) 3 Foreword This document (EN 13071-2:2008) has been prepared by Technical Committee CEN/TC 183 “Waste Management”, the secretariat of which is held by DI
17、N. 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 December 2008, and conflicting national standards shall be withdrawn at the latest by December 2008. Attention is drawn to the possibility that s
18、ome 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, together with EN 13071-1:2008, supersedes EN 13071:2002. Part 1 covers the general requirements for stationary wast
19、e containers up to 5 000 l, top lifted and bottom emptied. Some technical changes respect to the previous edition, EN 13071:2002, address: a) the minimum capacity of 80 l which has been deleted; b) the definitions of, and general requirements for Type A and Type B containers; c) test conditions incl
20、uding a new test on the resistance of the roof; d) changes to data sheet, marking and test report; e) deletion of Annex A dealing with the noise test method for containers for waste glass collection for Type A and Type B, with volumes greater than or equal to 500 l. Part 2 covers additional requirem
21、ents for underground or partly underground containers. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, Fran
22、ce, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom. Licensed CopyChinese University of Hong Kong, 11/04/2009 07:14, Uncontrolled Copy, (c) B
23、SI BS EN 13071-2:2008 EN 13071-2:2008 (E) 4 1 Scope This European Standard specifies the additional requirements for underground or partly underground systems top lifted and bottom emptied, used for collection of solid non-hazardous wastes with a capacity up to 5 000 l. 2 Normative references The fo
24、llowing referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 10327, Continuously hot-dip coated strip and sheet o
25、f low carbon steels for cold forming - Technical delivery conditions EN 13071-1:2008, Stationary waste containers up to 5 000 l, top lifted and bottom emptied Part 1: General requirements EN ISO 1461, Hot dip galvanized coatings on fabricated iron and steel articles Specifications and test methods (
26、ISO 1461:1999) ISO 2081, Metallic coatings Electroplated coatings of zinc on iron or steel Licensed CopyChinese University of Hong Kong, 11/04/2009 07:14, Uncontrolled Copy, (c) BSI BS EN 13071-2:2008 EN 13071-2:2008 (E) 5 3 Terms and definitions For the purposes of this document, the terms and defi
27、nitions given in EN 13071-1:2008 and the following apply. 3.1 underground or partly underground system system whose emptying device is located below surrounding ground level at any point a) partly underground system b) underground system Key C container EP emergent part H housing L liner LC lifting
28、connection PP pedestrian platform R roof Figure 1 Underground and partly underground system 3.2 container mobile part of underground or partly underground system, designated to collect/receive the waste 3.3 liner equipment installed fully or partly in the ground, whose function is to receive the con
29、tainer Licensed CopyChinese University of Hong Kong, 11/04/2009 07:14, Uncontrolled Copy, (c) BSI BS EN 13071-2:2008 EN 13071-2:2008 (E) 6 3.4 housing part of the container that is fixed to the pedestrian platform, above ground level, that is used to fill the container 3.5 pedestrian platform part o
30、f the system to which the housing is fixed or is used by pedestrians to walk on to fill the container 3.6 emergent part part of the liner that permanently emerges from surrounding ground level 3.7 hole space below ground level that is left by the container when it is removed from the liner 3.8 safet
31、y barrier moving part of the system that prevents accidental access to the hole left by the container when it is removed from the liner 3.9 safety floor moving part of the system that covers the hole left by the container when it is removed from the liner 4 Requirements 4.1 General requirements See
32、EN 13071-1:2008, Clause 4. 4.2 Design The liner shall be resistant to withstand ground pressure and shall be secured against floating or sinking. The liner shall be designed and built to allow easy cleaning and pumping out of any fluids that have leaked from the container. The container shall retain
33、 residual liquids up to a minimum of 2 % of the nominal volume. Safety devices shall be resistant to all weather conditions, moisture and dirt that could negatively affect their functionality. For maintenance and cleaning, all parts of the underground or partly underground system shall be easily acc
34、essible. If present, the pedestrian platform shall be designed in order to prevent accidental slipping and tripping of pedestrians. Licensed CopyChinese University of Hong Kong, 11/04/2009 07:14, Uncontrolled Copy, (c) BSI BS EN 13071-2:2008 EN 13071-2:2008 (E) 7 4.3 Safety requirements 4.3.1 Hole D
35、uring supervised operations, the hole if deeper than 500 mm measured at any point shall be equipped with safety device(s) in order to prevent anyone accidentally falling into it, or being injured by any moving parts of the system. The safety device can be either a safety floor or a safety barrier. I
36、f, when the container is removed, the emergent part is a minimum of 900 mm above ground level at any point, no other safety device will be required to protect accidental falls into the hole. In all cases, the safety device(s) shall be highly visible or sensitive to pedestrians. If the hole is left u
37、nsupervised, it shall be covered by a specific device that shall resist a minimum load of 500 kg/m on every point applied on a circle of a diameter of 200 mm. 4.3.2 Pedestrian platform When the container is in place, pedestrian and other sidewalk traffic shall be able to safely pass over it. In any
38、case, the pedestrian platform shall resist a minimum load of 500 kg/m on every point applied on a circle of a diameter of 200 mm. Precautions shall be taken when locating the system to restrict access by vehicles on to the pedestrian platform. 4.3.3 Safety floor The safety floor shall move to the sa
39、fe position automatically when the container is removed from the liner. In its safe position, the safety floor shall not be positioned deeper than 210 mm below the top of the liner at all points. The safety floor shall resist a minimum load of 150 kg on every point applied on a circle of a diameter
40、of 300 mm without moving down more than 150 mm. 4.3.4 Safety barrier The safety barrier shall move to the safe position automatically when the container is removed from the liner. Safety barriers shall be a minimum of 900 mm high from ground level to the top of the barrier, at all points around the
41、hole, with no interruption greater than 200 mm. The safety barriers shall have a ground clearance of 400 mm maximum and the distance between two open horizontal members shall not exceed 400 mm. The safety barrier shall resist a minimum force of 180 N applied perpendicularly to the vertical plane. 5
42、Test conditions See EN 13071-1:2008, Clause 5. Licensed CopyChinese University of Hong Kong, 11/04/2009 07:14, Uncontrolled Copy, (c) BSI BS EN 13071-2:2008 EN 13071-2:2008 (E) 8 6 Test procedures 6.1 Tests conducted on the container All tests detailed in EN 13071-1:2008, Clause 6, shall be conducte
43、d on the container. 6.2 Specific tests conducted on underground and partly underground systems 6.2.1 Resistance of the safety barrier 6.2.1.1 Requirement The aim of the test is to check the resistance of the barrier to shocks or force while the container is not present. After the test, carried out a
44、ccording to 6.2.1.2, the barrier shall remain fully operational and no permanent deformation nor rupture capable of hampering the designed use is allowed. 6.2.1.2 Procedure The equipment is composed of a device whereby a force of 180 N can be applied horizontally. Test method: a force of 180 N shall
45、 be applied on a surface of maximum 200 mm diameter at the top of the barrier. For square or rectangular barriers, the force shall be applied on the middle of each face of the barrier. For round barriers, the force of 180 N shall be applied on 4 points of the barrier, every 90. The minimum duration
46、of the test shall be 1 minute. 6.2.2 Resistance of the safety floor 6.2.2.1 Requirement The aim of the test is to check the resistance of the safety floor to overloads while the container is not present. During the test, carried out according to 6.2.2.2, the safety floor shall not move down more tha
47、n 150 mm. After the test, the device shall remain fully operational and no permanent deformation or rupture capable of hampering the designed use is allowed. 6.2.2.2 Procedure The equipment is composed of a device whereby a weight of 150 kg shall be applied vertically, on a surface of maximum 200 mm
48、 diameter. Test method: the weight of 150 kg shall be applied on a minimum of 8 points of the safety floor. When selecting the locations, the design of the safety floor shall be considered and the test shall be focused on the areas most vulnerable to movement or breakage. The minimum duration of eac
49、h test shall be 1 minute. Licensed CopyChinese University of Hong Kong, 11/04/2009 07:14, Uncontrolled Copy, (c) BSI BS EN 13071-2:2008 EN 13071-2:2008 (E) 9 6.2.3 Functionality of the safety floor and safety barrier 6.2.3.1 Requirement The aim of the test is to check the functionality of the safety device throughout the lifetime of the underground or partly underground system. After the test, carried out according to 6.2.3.2, the safety device shall remain fully operational and no permanent deformation or rupture capable of hampering
链接地址:https://www.31doc.com/p-3737163.html