CEN TS 14993-2005 Swap bodies for combined transport - Stackable swap bodies type A 1371 - Dimensions design requirements and testing《联合运输用可换货箱 可叠放可换货箱类型A 1371 尺寸 设计要求和试验》.pdf

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1、DRAFT FOR DEVELOPMENTDD CEN/TS 14993:2005Swap bodies for combined transport Stackable swap bodies type A 1371 Dimensions, design requirements and testingICS 55.180.10g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53

2、g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58DD CEN/TS 14993:2005This Draft for Development was published under the authority of the Standards Policy and Strategy Committee on 5 December 2005 BSI 5 December 2005ISBN 0 580 46534 9National forewordThis Draft for Development is the

3、 official English language version of CEN/TS 14993:2005.This publication is not to be regarded as a British Standard.It is being issued in the Draft for Development series of publications and is of a provisional nature because the committee wish to establish experience of its use before endorsing it

4、 as a full standard. It should be applied on this provisional basis, so that information and experience of its practical application may be obtained.Comments arising from the use of this Draft for Development are requested so that UK experience can be reported to the European organization responsibl

5、e for its conversion to a European standard. A review of this publication will be initiated 2 years after its publication by the European organization so that a decision can be taken on its status at the end of its 3-year life. Notification of the start of the review period will be made in an announ

6、cement in the appropriate issue of Update Standards.According to the replies received by the end of the review period, the responsible BSI Committee will decide whether to support the conversion into a European Standard, to extend the life of the Technical Specification or to withdraw it. Comments s

7、hould be sent in writing to the Secretary of BSI Committee TW/1, Freight containers and swap bodies, at British Standards House, 389 Chiswick High Road, London W4 4AL, giving the document reference and clause number and proposing, where possible, an appropriate revision of the text.A list of organiz

8、ations represented on this committee can be obtained on request to its secretary.Cross-referencesThe British Standards which implement international or European publications referred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Corresponde

9、nce Index”, or by using the “Search” facility of the BSI Electronic Catalogue or of British Standards Online.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 does not of itsel

10、f confer immunity from legal obligations.Summary of pagesThis document comprises a front cover, an inside front cover, the CEN/TS title page, pages 2 to 28, an inside back cover and a back cover.The BSI copyright notice displayed in this document indicates when the document was last issued.Amendment

11、s issued since publicationAmd. No. Date CommentsTECHNICAL SPECIFICATIONSPCIFICATION TECHNIQUETECHNISCHE SPEZIFIKATIONCEN/TS 14993February 2005ICS 55.180.10English versionSwap bodies for combined transport - Stackable swap bodiestype A 1371 - Dimensions, design requirements and testingCaisses mobiles

12、 pour transport combin - Caisse gerbablede type A 1371 - Dimensions, exigences de conception etessaisWechselbehlter fr den kombinierten Verkehr - StapelbareWechselbehlter Typ A 1371 - Abmessungen,Konstruktionsanforderungen und PrfungThis Technical Specification (CEN/TS) was approved by CEN on 19 Dec

13、ember 2004 for provisional application.The period of validity of this CEN/TS is limited initially to three years. After two years the members of CEN will be requested to submit theircomments, particularly on the question whether the CEN/TS can be converted into a European Standard.CEN members are re

14、quired to announce the existence of this CEN/TS in the same way as for an EN and to make the CEN/TS availablepromptly at national level in an appropriate form. It is permissible to keep conflicting national standards in force (in parallel to the CEN/TS)until the final decision about the possible con

15、version of the CEN/TS into an EN is reached.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slo

16、vakia,Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-1050 Brussels 2005 CEN All rights of exploitation in any form and by any means reservedworldwide fo

17、r CEN national Members.Ref. No. CEN/TS 14993:2005: E2 Contents Page Foreword3 1 Scope 4 2 Normative references 4 3 Definitions 4 4 Dimensions and Rating.4 5 Design requirements .8 5.1 General8 5.2 Top and bottom fittings.8 5.3 Roof of the swap body 8 5.4 Base structure9 5.4.1 General9 5.4.2 Maximum

18、deflection 9 5.4.3 Gooseneck tunnels9 5.5 End structure9 6 Testing 10 6.1 General10 6.2 Test No. 1Stacking .10 6.2.1 General10 6.2.2 Procedure .11 6.2.3 Requirements.12 6.3 Test No. 2Lifting from the four intermediate top fittings .12 6.3.1 General12 6.3.2 Procedure .12 6.3.3 Requirements.12 6.4 Tes

19、t No. 3Lifting from the four intermediate bottom fittings.13 6.4.1 General13 6.4.2 Procedure .13 6.4.3 Requirements.13 6.5 Test No. 4Restraint (longitudinal).13 7 Marking .17 Annex A (normative) Diagrammatic representation of capabilities appropriate to stackable swap bodies type A 1371 18 Annex B (

20、normative) Details of requirements for load transfer areas in base structures of swap bodies .24 B.1 Longitudinal members 24 B.2 Requirements.24 B.2.1 General24 B.2.2 Forces on load transfer areas 24 B.2.3 Number of load transfer areas25 B.2.4 Spacing between load transfer areas 25 Annex C (normativ

21、e) Dimensions of gooseneck tunnels27 Bibliography 28 CEN/TS 14993:20053 Foreword This document (CEN/TS 14993:2005) has been prepared by Technical Committee CEN/TC 119 “Swap bodies for combined goods transport”, the secretariat of which is held by DIN. According to the CEN/CENELEC Internal Regulation

22、s, the national standards organizations of the following countries are bound to announce this Technical Specification: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, No

23、rway, Poland, Portugal, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. CEN/TS 14993:20054 1 Scope This document specifies dimensions, design requirements and testing requirements of stackable swap bodies type A 1371 which are suitable for domestic and European multimodal conveyan

24、ce by road, rail, short sea and coastal sea transport (including Ro/Ro or ferry transport) and inland waterways. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated referen

25、ces, the latest edition of the referenced document (including any amendments) applies. EN 452:1995, Swap bodies Swap bodies of Class A Dimensions and general requirements. EN 13044, Swap bodies Coding, identification and marking. ISO 1161, Series 1 freight containers Corner fittings Specification. 3

26、 Definitions For the purpose of this document, the following terms and definitions apply: 3.1 Rating maximum gross mass, R, of a swap body that is the maximum value for operation and the minimum value for design. 3.2 Tare mass, T, of an empty swap body. 3.3 Payload maximum mass, P, of the freight ca

27、rried in a swap body. P = R T. NOTE R, P and T, by definition, are in units of mass. Where test requirements are based on the gravitational forces derived from these values, those forces, which are inertial forces, are indicated thus: Rg, Pg, Tg The units of which are in Newton or multiples thereof.

28、 The word ”load”, when used to describe a physical quantity to which units may be ascribed implies mass. The word ”loading”, for example as in ”internal loading”, implies force. 4 Dimensions and Rating The dimensions of the stackable swap body A 1371 and the rating shall be in compliance with Table

29、1 and the following figures. CEN/TS 14993:20055 Table 1 - Dimensions and rating Dimensions in mm Type External length Internal length External widtha Internal width d1 - d2 d2 - d1 d3 - d4 d4 - d3 d5 - d6 d6 - d5 d7 - d8 d8 - d7 External heightb Rating R (kg) A 1371 0 13716 -10 13550 min. 50 2500 -5

30、 2430 min. 19 max. 2900 max. 32500 to 34000 aA maximum width of 2550 mm is permitted according to EC Directive No. 96/53/EC. For certain trades a width of 2500 mm might be preferable. bThe International Union of Railways code for categories UIC 596-6 shall be taken into consideration to assure trans

31、portation without hindrance on the main railway lines of continental Europe. The stackable swap body complies with European directive 96/53/EC. The front corners of the swap body shall be chamfered to stay within the maximum dimensions as stated by 96/53/EC. Dimensions in millimetres Figure 1 Maximu

32、m dimensions according to 96/53/EC CEN/TS 14993:20056 Dimensions in millimetres Figure 2 Side view of swap body A 1371 Dimensions in millimetres Key 1 Upper level of the top intermediate fittings 2 Doubler plate Figure 3 Detail X of Figure 2 CEN/TS 14993:20057 Dimensions in millimetres Figure 4 Top

33、view of swap body type A 1371 Dimensions in millimetres Figure 5 Bottom view of swap body type A 1371 CEN/TS 14993:20058 5 Design requirements 5.1 General Stackable swap bodies shall be capable of fulfilling the following requirements. The swap body shall be capable of withstanding the loads and loa

34、dings detailed in Clause 6. The strength requirements for swap bodies are given in diagrammatic form in Annex A (these requirements are applicable to all swap bodies except where otherwise stated). They apply to swap bodies as complete units. As the effects of loads encountered under any dynamic ope

35、rating condition should only approach, but not exceed, the effects of the corresponding test loads, it is implicit that the capabilities of swap bodies indicated in Annex A and demonstrated by the tests described in Clause 6 shall not be exceeded in any mode of operation. Any closure in a swap body

36、that, if unsecured, could lead to a hazardous situation, shall be provided with an adequate securing system having external indication of the positive securement of that closure in the appropriate operating position. In particular, doors should be capable of being securely fastened in the open and c

37、losed position. Any removable roof or roof section shall be fitted with locking devices such that an observer at ground level can check (when the swap body is on a rail or highway carrying vehicle) that its roof is secured. All closed swap bodies and all open swap bodies fitted with covers that were

38、 designed for them, shall be weatherproof as required by test No. 12 (see 6.13). 5.2 Top and bottom fittings Stackable swap bodies A 1371 shall be equipped with top and bottom corner fittings located in the corner posts and four intermediate top fittings and four intermediate bottom fittings with th

39、e positioning as specified for 1A ISO containers (see Figure 2). Side apertures of the bottom corner fittings shall not allow to insert ISO twistlocks or other lifting devices. The strength requirements for all corner fittings and intermediate fittings are given in ISO 1161. Additionally stackable s

40、wap bodies shall be equipped with four supplementary bottom fittings located in the bottom. The length between the centres of the bottom apertures in these supplementary fittings and the bottom corner fittings will be 11 985 mm. Side apertures of the supplementary fittings shall not allow to insert

41、ISO twistlocks or other lifting devices. The bottom corner fittings located on the front shall be provided with additional apertures at the front side. The dimensions of the additional apertures shall comply with ISO 1161. The position in vertical direction shall comply with ISO 1161. The width betw

42、een the centres of apertures shall be 2092 33+mm. 5.3 Roof of the swap body The “roof of the swap body“ means the highest level of the cover of the swap body, for example the level of the top of a soft cover. The roof of the swap body shall be in a plane located 6 mm. below the plane of the upper fa

43、ces of the top fittings. CEN/TS 14993:20059 However, if reinforced zones or protection plates are provided to afford protection to the roof in the vicinity of the top corner fittings, such plates and their securements shall not protrude above the plane of the upper faces of the top corner fittings.

44、5.4 Base structure 5.4.1 General 5.4.1.1 The base structure shall be designed to withstand all forces, particularly lateral forces, induced by the cargo in service. This is particularly important where provisions are made for securement of cargo to the base structure of the swap body. 5.4.1.2 Stacka

45、ble swap bodies A 1371 shall be equipped with a base structure as specified in Annex B. 5.4.1.3 The lower faces of the load transfer areas, including those of the end transverse members, shall be in one plane located 12,551,5+mmabove the plane of the bottom faces of the bottom corner fittings and in

46、termediate fittings. Apart from the bottom corner fittings, bottom intermediate fittings and bottom side rails, no part of the swap body shall project below this plane. However, protection plates may be provided in the vicinity of the bottom corner fittings to afford protection to the understructure

47、. The bottom surface of such protection plates shall be at least 5 mm above the lower faces of the bottom corner fittings of the swap body. 5.4.2 Maximum deflection For stackable swap bodies A 1371 under dynamic conditions, or the static equivalent thereof, with the swap body having a load uniformly

48、 distributed over the floor in such a way that the combined mass of the swap body and test load is equal to 1,8R, no part of the base of the swap body shall deflect more than 6 mm below the base plane (bottom faces of the lower corner fittings). 5.4.3 Gooseneck tunnels Gooseneck tunnels shall be pro

49、vided for swap bodies with a height of more than 2 770 mm. The dimensional requirements are specified in Annex C. In addition all other parts of the base structure shall be as specified in 5.4. 5.5 End structure The lateral deflection of the top of the swap body with respect to the bottom of the swap body, at the time it is under full transverse rigidity test conditions, shall not cause the sum of the changes in length of the two diagonals to exceed 60 mm. 5.6 Side structure The longitudinal deflection of the top of the swap body with respec

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