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[.]
BRITISH STANDARD Stationary waste containers up to 000 l, top lifted and bottom emptied Part 2: Additional requirements for underground or partly underground systems ICS 13.030.40 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW BS EN BS EN 13071-2:2008 13071-2:2008 +A1:2013 Incorporating Incorporating corrigendum corrigendum March March2010 2010 BS EN 13071-2:2008+A1:2013 National foreword This British Standard is the UK implementation of EN 13071-2:2008+A1:2013, incorporating corrigendum March 2010 It supersedes BS EN 13071-2:2008, which is withdrawn The start and finish of text introduced or altered by amendment is indicated in the text by tags Tags indicating changes to CEN text carry the number of the CEN amendment For example, text altered by CEN amendment A1 is indicated by The UK participation in its preparation was entrusted by Technical Committee B/508, Waste management, to Subcommittee B/508/1, Waste containers and associated lifting devices on refuse collection vehicles A list of organizations represented on this subcommittee can be obtained on request to its secretary The 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 This British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 March 2009 © The British Standards Institution 2013 Published by BSI Standards Limited 2013 ISBN 978 580 81879 Amendments/corrigenda issued since publication Date Comments 31 July 2010 Implementation of CEN corrigendum March 2010; Modification to 4.32 and 6.2.2.2 31 October 2013 Implementation of CEN amendment A1:2013 EUROPEAN STANDARD EN 13071-2:2008+A1 NORME EUROPÉENNE EUROPÄISCHE NORM October 2013 ICS 13.030.40 Supersedes EN 13071-2:2008 English Version Stationary waste containers up to 000 l, top lifted and bottom emptied - Part 2: Additional requirements for underground or partly underground systems Conteneurs fixes déchets de capacité inférieure ou égale 000 l, levés par le haut et vidés par le bas - Partie 2: Exigences complémentaires relatives aux systèmes enterrés ou semi-enterrés Stationäre Abfallsammelbehälter bis 000 l, mit Behälteraufnahme an der Oberseite und Bodenentleerung Teil 2: Zusätzliche Anforderungen für unterirdische oder teilweise unterirdische Systeme This European Standard was approved by CEN on 18 April 2008 and includes Corrigendum issued by CEN on 24 March 2010 and Amendment approved by CEN on 19 August 2013 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 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 notified 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, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels © 2013 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members Ref No EN 13071-2:2008+A1:2013: E BS 13071-2:2008+A1:2013 EN 13071-2:2008+A1:2013 EN (E) EN 13071-2:2008+A1:2013 (E) Contents Page Foreword Scope Normative references Terms and definitions 4.1 4.2 4.3 4.3.1 4.3.2 4.3.3 4.3.4 Requirements General requirements Design .6 Safety requirements Hole Pedestrian platform .7 Safety floor .7 Safety barrier Test conditions 6.1 6.2 6.2.1 6.2.2 6.2.3 6.2.4 6.2.5 6.3 6.4 6.4.1 6.4.2 6.5 Test procedures .8 Tests conducted on the container .8 Specific tests conducted on underground and partly underground systems Resistance of the safety barrier Resistance of the safety floor .8 Functionality of the safety floor and safety barrier Resistance of the pedestrian platform Resistance of the emergent part to exterior impacts .9 Corrosion 11 Weathering (for thermoplastics only) 11 Requirement 11 Procedure 11 Sequence of tests 11 Recommendations 12 Data sheet 12 Marking 12 10 Test report 12 Annex A (informative) A–deviations 13 Figures Figure — Underground and partly underground system Figure — Example of resistance of emergent part to exterior impacts 10 Tables Table — Sequence of the tests 12 BS 13071-2:2008+A1:2013 EN EN 13071-2:2008+A1:2013 (E) EN 13071-2:2008+A1:2013 (E) Foreword This document (EN 13071-2:2008+A1:2013) has been prepared by Technical Committee CEN/TC 183 “Waste Management”, the secretariat of which is held by DIN 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 April 2014, and conflicting national standards shall be withdrawn at the latest by April 2014 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 13071-2:2008." This European Standard includes Corrigendum issued by CEN on 2010-03-24 and Amendment approved by CEN on 2013-08-19 The start and finish of text introduced or altered by amendment is indicated in the text by tags ! " The modifications of the related CEN Corrigendum have been implemented at the appropriate places in the text and are indicated by the tags ˜ ™ Part covers the general requirements for stationary waste containers up to 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 including 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 covers additional requirements for underground or partly underground containers According to the CEN-CENELEC Internal Regulations, the national standards organisations 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, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom BS 13071-2:2008+A1:2013 EN 13071-2:2008+A1:2013 EN (E) EN 13071-2:2008+A1:2013 (E) 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 000 l Normative references The following 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 of low carbon steels for cold forming - Technical delivery conditions EN 13071-1:2008, Stationary waste containers up to 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 (ISO 1461:1999) ISO 2081, Metallic coatings – Electroplated coatings of zinc on iron or steel BS 13071-2:2008+A1:2013 EN EN 13071-2:2008+A1:2013 (E) EN 13071-2:2008+A1:2013 (E) Terms and definitions For the purposes of this document, the terms and definitions 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 L housing liner LC lifting connection PP pedestrian platform R roof Figure — 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 container BS 13071-2:2008+A1:2013 EN 13071-2:2008+A1:2013 EN (E) EN 13071-2:2008+A1:2013 (E) 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 of 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 safety 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 4.1 Requirements General requirements See EN 13071-1:2008, Clause 4.2 Design !Round filling apertures having a diameter more than 200 mm or rectangular ones with no dimension less than 150 mm shall be equipped with a drum or a self-closing device (lid, cover, flap, ) " 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 residual liquids up to a minimum of % 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 accessible If present, the pedestrian platform shall be designed in order to prevent accidental slipping and tripping of pedestrians BS 13071-2:2008+A1:2013 EN EN 13071-2:2008+A1:2013 (E) EN 13071-2:2008+A1:2013 (E) 4.3 Safety requirements 4.3.1 Hole During 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 If, 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 unsupervised, it shall be covered by a specific device that shall resist a minimum load of 500 kg/m² 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 case, the pedestrian platform shall resist a minimum load of ˜500 kg™ 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 safe 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 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 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 Test conditions See EN 13071-1:2008, Clause BS 13071-2:2008+A1:2013 EN 13071-2:2008+A1:2013 EN (E) EN 13071-2:2008+A1:2013 (E) Test procedures 6.1 Tests conducted on the container All tests detailed in EN 13071-1:2008, Clause 6, shall be conducted on the container 6.2 Specific tests conducted on underground and partly underground systems 6.2.1 6.2.1.1 Resistance of the safety barrier 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 according 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 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 points of the barrier, every 90° The minimum duration of the test shall be minute 6.2.2 6.2.2.1 Resistance of the safety floor 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 than 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 ˜300 mm™ diameter Test method: the weight of 150 kg shall be applied on a minimum of 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 each test shall be minute BS 13071-2:2008+A1:2013 EN EN 13071-2:2008+A1:2013 (E) EN 13071-2:2008+A1:2013 (E) 6.2.3 6.2.3.1 Functionality of the safety floor and safety barrier 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 the designed use is allowed 6.2.3.2 Procedure The equipment is composed of a lifting device whereby the complete operational cycle of the safety device according to the manufacturer’s specifications can be carried out Test method: the complete operational cycle of removing and replacing the container to activate the safety device is carried out 250 times 6.2.4 6.2.4.1 Resistance of the pedestrian platform Requirement The aim of the test is to check the resistance of the pedestrian platform to accidental overloads caused by vehicles or other heavy items After the test, carried out according to 6.2.4.2, no permanent deformation or rupture capable of hampering the designed use is allowed 6.2.4.2 Procedure The equipment is composed of a device whereby a weight of 500 kg can be applied vertically, on a surface of maximum 200 mm diameter Test method: the weight of 500 kg shall be applied on points of the pedestrian platform When selecting the locations, the design of the pedestrian platform shall be considered and the test shall be focused on the most vulnerable areas The minimum duration of the test shall be 10 applied on each of the points 6.2.5 6.2.5.1 Resistance of the emergent part to exterior impacts Requirement The aim of the test is to check the resistance of the emergent part against bumps or shocks during the emptying cycle or due to accidents or vandalism After the test, carried out according to 6.2.5.2, no permanent deformation or rupture capable of hampering the designed use is allowed 6.2.5.2 Procedure The equipment is composed of the following: a test load of 50 kg ± 0,1 kg made of a bag containing mm diameter glass marbles, the empty bag length being about 500 mm; BS 13071-2:2008+A1:2013 EN 13071-2:2008+A1:2013 EN (E) EN 13071-2:2008+A1:2013 (E) an oscillation arm Test method: the resistance of the emergent part shall be checked by impacts of the test load at mid-height of the emergent part For square or rectangular emergent parts, the impacts shall be applied on the middle of each emergent part side For round emergent parts, the impacts shall be applied on points of the emergent part, every 90° The test load shall be pre-positioned as follows: the test load touches the face of the emergent part; the vertical distance between the oscillation point and the bottom of the bag is 500 mm ± 50 mm Impacts shall be obtained by pulling the test load to form an angle of 35° ± 1° and then releasing it to fall with no initial speed against the emergent part (see Figure 2) All observations made during the test shall be noted on the test report Key α oscillation angle h vertical distance between oscillation point and bottom of the bag Figure — Example of resistance of emergent part to exterior impacts 10 BS 13071-2:2008+A1:2013 EN EN 13071-2:2008+A1:2013 (E) EN 13071-2:2008+A1:2013 (E) 6.3 Corrosion The underground or partly underground systems shall be resistant to corrosion The manufacturer shall use surface treatments or materials that guarantee its performance Components that are hot dip galvanized after completion shall meet the requirements of EN ISO 1461 Zinc electro-plated parts shall meet the requirements of ISO 2081 Components that are made out of continuously hot-dip zinc coated steel sheets shall meet the requirements of EN 10327 6.4 Weathering (for thermoplastics only) 6.4.1 Requirement After testing the specimen of mm thickness, according to 6.4.2, the value of the impact tensile strength shall not be below 50 % of the initial value 6.4.2 Procedure Method: preparation of samples, conditions of exposure, sequence of exposure, test methods to measure performance of new and irradiated samples are defined in EN ISO 4892-2 (see also Annex A of EN 130711:2008) The material tested shall contain all the additives of the basic plastic at the rate used to mould the container, i.e stabilizers pigments or colorants, and, if any, fillers, other plastic, etc These additives may influence the effects of weathering on the plastic The results of weathering on plastic containers shall include: ageing of the plastic material; changes of colour 6.5 Sequence of tests One underground or partly underground system is necessary for the execution of all tests and dedicated samples for the corrosion and weathering tests The tests shall be carried out according to the sequence shown in Table The figures indicate the order of the tests for the container It is recommended that the tests in Part are carried out prior to the tests in EN 13071-1:2008 11 BS 13071-2:2008+A1:2013 EN 13071-2:2008+A1:2013 EN (E) EN 13071-2:2008+A1:2013 (E) Table — Sequence of the tests Reference Test Order of tests 6.2.1 Resistance of the safety barrier 6.2.2 Resistance of the safety floor 6.2.3 Functionality of the safety floor and safety barrier 6.2.4 Resistance of the pedestrian platform 6.2.5 Resistance of the emergent part to exterior impacts 6.3 Corrosion Dedicated sample/specimens 6.4 Weathering Dedicated sample/specimens Recommendations It is recommended that underground or partly underground systems are inspected at least annually by a competent person Due consideration shall be given when locating underground or partly underground systems to ensure safe operations under all circumstances Data sheet See EN 13071-1:2008, Clause Marking See EN 13071-1:2008, Clause 10 Test report See EN 13071-1:2008, Clause 12 BS 13071-2:2008+A1:2013 EN EN 13071-2:2008+A1:2013 (E) EN 13071-2:2008+A1:2013 (E) Annex A (informative) A–deviations A-deviation: National deviation due to regulations, the alteration of which is for the time being outside the competence of the CEN/ CENELEC member This European Standard does not fall under any Directive of the EU In the relevant CEN/CENELEC countries, these A-deviations are valid instead of the provisions of the European Standard until they have been removed Deviation Country Italy National Regulation D.P.R 547 (art 242) th Decree 27 April 1955 – Regulation on the prevention of accidents at work Subclause 4.3.1 If, 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 Concerning the parapet/defence height Art 242 As to canalizations inside plants and yards and for those external, limited to the tracts used as working areas but not for loading and unloading operations, the defence cited in the first paragraph shall have a height not inferior to one metre 13 blank