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1、BRITISH STANDARD BS EN 13198:2003 Precast concrete products Street furniture and garden products The European Standard EN 13198:2003 has the status of a British Standard ICS 91.100.30 ? Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:35:08 GMT+00:00 2006, Uncontrolled Copy, (c) BSI BS EN 1
2、3198:2003 This British Standard was published under the authority of the Standards Policy and Strategy Committee on 29 May 2003 BSI 29 May 2003 ISBN 0 580 41961 4 National foreword This British Standard is the official English language version of EN 13198:2003. The UK participation in its preparatio
3、n was entrusted to Technical Committee B/524, Precast concrete products, which has the responsibility to: A list of organizations represented on this committee can be obtained on request to its secretary. Cross-references The British Standards which implement international or European publications r
4、eferred to in this document may be found in the BSI Catalogue under the section entitled “International Standards Correspondence 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 pr
5、ovisions of a contract. Users are responsible for its correct application. Compliance with a British Standard does not of itself confer immunity from legal obligations. aid enquirers to understand the text; present to the responsible international/European committee any enquiries on the interpretati
6、on, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. Summary of pages This document comprises a front cover, an inside front cover, the EN title page, pages 2 to 19 and a back cover. The BSI copyright
7、date displayed in this document indicates when the document was last issued. Amendments issued since publication Amd. No. DateComments Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:35:08 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 13198
8、 May 2003 ICS 91.100.30 English version Precast concrete products - Street furniture and garden products Produits prfabriqus en bton - Mobilier urbain et de jardinBetonfertigteile - Straenmbel und Gartengestaltungselemente This European Standard was approved by CEN on 10 March 2003. CEN members are
9、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 th
10、e 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 Management Centre has the same status a
11、s the official versions. CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Slovakia, Spain, Sweden, Switzerland and United Kingdom. EUROPEAN
12、 COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG Management Centre: rue de Stassart, 36 B-1050 Brussels 2003 CENAll rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 13198:2003 E Licensed Copy: she
13、ffieldun sheffieldun, na, Mon Oct 30 09:35:08 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13198:2003 (E) 2 Contentspage Foreword. 3 Introduction 4 1Scope . 4 2Normative references . 4 3Terms and definitions. 4 4Requirements 5 5Test methods. 8 6Evaluation of conformity 9 7Marking and labelling . 10
14、 Annex A (informative) Freeze/thaw resistance without de-icing salt 11 Annex B (informative) Freeze/thaw resistance with de-icing salt . 13 Bibliography. 19 Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:35:08 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13198:2003 (E) 3 Foreword This do
15、cument (EN 13198:2003) has been prepared by Technical Committee CEN/TC 229 “Precast concrete products”, 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 N
16、ovember 2003, and conflicting national standards shall be withdrawn at the latest by November 2003. Annexes A and B are informative. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austr
17、ia, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Slovakia, Spain, Sweden, Switzerland and the United Kingdom. Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:35:08 GMT+00:00 2006, Unc
18、ontrolled Copy, (c) BSI EN 13198:2003 (E) 4 Introduction This European Standard covers a vast range of products, which are widely used in our daily environment and have an important decorative function. Bearing in mind the great variety of these products, the standard sets minimum requirements for t
19、he various products and specific requirements for some particular products. 1 Scope This European Standard specifies the requirements for street furniture and garden products in precast concrete. This kind of prefabricated, non-structural products and accessories can be used in public and private ar
20、eas such as gardens, parks, foot-paths, squares, essentially for the landscaping, without, however, being subject to loads resulting from vehicle traffic. They can also be used for internal applications. Examples are : products for the furnishing of spaces such as benches, seats, tables, playshapes,
21、 step blocks, flower boxes, plant containers, fountains, billboards, street signs, traffic marking signposts, illuminated boards, barbecues, mailboxes, clothesline posts, litter bins, statues, decorative columns and bollards, copings; products for soil erosion control such as piled flower boxes, ban
22、ks with vegetation with no superimposed load and not exceeding a total height of 1 m; floorscape products such as tree frames and grids, gratings, stepping stones. This Standard does not cover paving units, flags, kerbs, fences, drainage channels, safety barriers, retaining walls nor sound barriers.
23、 2 Normative references This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text, and the publications are listed hereafter. For dated references, subsequent amendments to or revi
24、sions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments). EN 12620:2002, Aggregates for concrete. EN 13369:2001, Common rules for p
25、recast concrete products. 3 Terms and definitions For the purposes of this European Standard, the following terms and definitions apply: 3.1 actual dimension the dimension found by measurements 3.2 continuous use of elements arrangement of elements each adjoining the preceding one, the position of e
26、ach element depending on the key-dimension of the next identical element Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:35:08 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13198:2003 (E) 5 3.3 corrosion protected reinforcement steel which is inherently resistant to corrosion or has been c
27、oated with a protective material e.g. zinc-coated reinforcement, reinforcement of stainless steel, epoxy-coated 3.4 (concrete) cover distance between the nearest concrete surface and the surface of reinforcement 3.5 design (nominal) cover value of the cover thickness quoted in the project documentat
28、ion and referred to the clear distance from the steel reinforcement to the concrete surface 3.6 lightweight concrete concrete having an oven-dry density of not less than 800 kg/m and not more than 2000 kg/m3. It is produced using lightweight aggregate for all or part of the total aggregate 3.7 minim
29、um cover minimum cover thickness given by the design cover reduced by the tolerance 3.8 normal weight concrete concrete having an oven-dry density of not less than 2000 kg/m3 but not exceeding 2600 kg/m3 3.9 secondary processing manufacturing process to texture the whole product or any surface, carr
30、ied out after basic manufacture (i.e. washing or sand blasting) 3.10 work (design) dimension the dimension targeted by the manufacturer and generally complying with the dimension indicated in the project or in the manufacturer documentation 4 Requirements 4.1 Material requirements For material requi
31、rements, the clause 4.1 of EN 13369:2001 shall be applied. 4.2 Production requirements For production requirements, the clause 4.2 of EN 13369:2001 shall be applied. Additionally, the concrete shall meet one of the minimum strength requirements in Table 1. The minimum class to ensure durability is g
32、iven in Table 1, in relation to the kind of concrete that is used. The manufacturer may demonstrate compliance using alternative test methods to the compressive test (e.g. splitting or bending carried out on a test specimen or the unit). Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:35:0
33、8 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13198:2003 (E) 6 Table 1 Minimum compressive strength class Type of concreteMinimum compressive strength class (on cylinder/on cube) N/mm2 normal weight concreteC25/30 normal weight concrete with no upper sieve size coarse aggregates exceeding D = 5,6
34、mm C20/25 lightweight concreteLC12/13 4.3 Finished product requirements 4.3.1 Geometrical characteristics Dimensional tolerances are only relevant for alignment and/or interlocking. The producer shall declare the key-dimension for which the dimensional tolerances shall then conform to Table 2 (see 5
35、.2). Table 2 Dimensional tolerances depending on the key-dimension and use Key dimensionContinuous useDiscontinuous use 1 m 5 mm 15 mm 1 m 10 mm 15 mm For interlocking units in particular, tolerances shall be declared by the manufacturer and shall be such as to permit interlocking. 4.3.2 Surface cha
36、racteristics If cracks are visible under the conditions specified in 5.3 the product is unacceptable. The appearance is subjective. It is advisable that the acceptable limits can be determined by comparison with approved samples or documentation of the producer or with the CIB-scales (CIB report N.
37、24). 4.3.3 Concrete cover to reinforcement Depending upon the type of concrete, the compressive strength class and the water absorption in mass of the concrete used, the minimum concrete cover (see 5.6) shall not be less than specified in Table 3. Licensed Copy: sheffieldun sheffieldun, na, Mon Oct
38、30 09:35:08 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13198:2003 (E) 7 Table 3 Minimum concrete cover Type of concrete Minimum compressive strength class Maximum water absorption Minimum concrete cover mm Remarks % C 20/25/20 Only for normal weight concrete with no upper sieve size coarse aggreg
39、ates exceeding D=5,6mm. When corrosion protected reinforcement is used, the min. concrete cover may be reduced by 5 mm C25/30/20 C 30/37 C 35/45 6,515 When corrosion protected reinforcement is used, the min. concrete cover may be reduced by 5 mm. normalweight concrete C 40/50610 Only for products wi
40、th a maximum thickness of less than 80 mm. lightweight concreteLC 12/13/20 Only corrosion protected reinforcement should be used. NOTEMoreover, the product should have a concrete cover of at least 1,25 times the upper sieve size (D) of coarse aggregate according to EN 12620. 4.3.4 Safety in use Requ
41、irements for safety in use shall be considered for the intended final use of the products. The manufacturer shall indicate the limiting service conditions for products for soil erosion control such as piled flower boxes, banks with vegetation etc., such as a maximum height and, possibly, occasional
42、load for access to or maintenance of the works. Safety in use shall be checked by design or test loading. Moreover, for fixed products, the producer shall provide guidelines for erection, handling and intended usage. 4.3.5 Weathering resistance 4.3.5.1 Products for external use, not subjected to fre
43、eze/thaw conditions For normal weight concrete, water absorption shall not exceed 7,5 % (see 5.4). 4.3.5.2 Products for external use, subjected to freeze/thaw conditions and not in contact with de- icing salt Products for external use not in contact with de-icing salt are exempted from direct freeze
44、/thaw tests (see 5.7) if they meet both of the following requirements: a) for normal weight concrete, the water absorption shall be less than 7 % in mass; for lightweight concrete, the water absorption shall be less than 15 % in mass; b) for normal weight concrete, the minimum strength class shall b
45、e C 30/37; for lightweight concrete, the minimum strength class shall be LC 12/13. Licensed Copy: sheffieldun sheffieldun, na, Mon Oct 30 09:35:08 GMT+00:00 2006, Uncontrolled Copy, (c) BSI EN 13198:2003 (E) 8 When the direct freeze/thaw test (see 5.7) is used and if appearance is important, after t
46、he test, no projections, depressions, flakes or crazes shall be visible on the product from a distance of 2 m in daylight and dry surface conditions. 4.3.5.3 Products for external use, subjected to freeze/thaw conditions and in contact with de-icing salt Products for external use, subjected to freez
47、e/thaw conditions and in contact with de-icing salt are exempted from direct freeze/thaw tests (see 5.8) with de-icing salt if they meet both of the following requirements: a) the water absorption shall be less than 6,0 % in mass; b) minimum strength class shall be C 35/45. Additionally, frost resis
48、ting aggregates shall be used for products with secondary processing in accordance with clause 5 of EN 12620:2002. When the direct freeze/thaw test with de-icing salt (see 5.8) is used, the maximum mass loss shall be 1,5 kg/m2. 4.3.6 Other requirements Some products have additional requirements link
49、ed to their specific use. These kinds of requirements shall only be considered when relevant. A product may have to meet several specific requirements. The properties of the products which indicate the fitness-for-use shall be demonstrated by the manufacturer. For example: bicycle stands shall have dimensions and dimensional tolerances so as to receive and to hold bicycles safely (e.g. bicycles in a row shall not touch each others cables or steering); products intended to contain w
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