BS 4592-3-2006 Industrial type flooring and stair treads - Cold formed metal planks - Specification《工业用地面和梯板 冷成型金属厚板 规范》.pdf

上传人:explodesoak291 文档编号:544524 上传时间:2018-12-09 格式:PDF 页数:18 大小:305.89KB
下载 相关 举报
BS 4592-3-2006 Industrial type flooring and stair treads - Cold formed metal planks - Specification《工业用地面和梯板 冷成型金属厚板 规范》.pdf_第1页
第1页 / 共18页
BS 4592-3-2006 Industrial type flooring and stair treads - Cold formed metal planks - Specification《工业用地面和梯板 冷成型金属厚板 规范》.pdf_第2页
第2页 / 共18页
BS 4592-3-2006 Industrial type flooring and stair treads - Cold formed metal planks - Specification《工业用地面和梯板 冷成型金属厚板 规范》.pdf_第3页
第3页 / 共18页
BS 4592-3-2006 Industrial type flooring and stair treads - Cold formed metal planks - Specification《工业用地面和梯板 冷成型金属厚板 规范》.pdf_第4页
第4页 / 共18页
BS 4592-3-2006 Industrial type flooring and stair treads - Cold formed metal planks - Specification《工业用地面和梯板 冷成型金属厚板 规范》.pdf_第5页
第5页 / 共18页
亲,该文档总共18页,到这儿已超出免费预览范围,如果喜欢就下载吧!
资源描述

1、BS 4592-3:2006Industrial type flooring and stair treads Part 3: Cold formed metal planks SpecificationICS 91.060.30NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBRITISH STANDARDPublishing and copyright informationThe BSI copyright notice displayed in this document indicates w

2、hen the document was last issued. BSI 2006ISBN 0 580 48256 1The following BSI references relate to the work on this standard:Committee reference B/208Draft for comment 06/30094364 DCPublication historyFirst published July 1987Second edition (present) edition December 2006Amendments issued since publ

3、icationAmd. no. Date Text affectedBS 4592-3:2006 BSI 2006 iBS 4592-3:2006ContentsForeword iii1 Scope 12 Normative references 13 Terms and definitions 24 Information to be supplied 35 Material requirements 46 Size requirements 47 Tolerance requirements 48 Performance requirements 5AnnexesAnnex A (inf

4、ormative) Recommendations for installation of planks 6Bibliography 10List of figuresFigure 1 Types of plank 3Figure A.1 Staggered layout of planks 7Figure A.2 In-line layout of planks 7Figure A.3 Securing planks to supporting members 8Figure A.4 Drilling details for end plates to perforated metal pl

5、ank stair treads 9Summary of pagesThis document comprises a front cover, an inside front cover, pages i to iv, pages 1 to 10, an inside back cover and a back cover.BS 4592-3:2006ii BSI 2006 This page deliberately left blank BSI 2006 iiiBS 4592-3:2006ForewordPublishing informationThis part of BS 4592

6、 was published by BSI and came into effect on 29 December 2006. It was prepared by Subcommittee B/208/1, Stairs and walkways Industrial, under the authority of Technical Committee B/208, Stairs and walkways. A list of organizations represented on this committee can be obtained on request to its secr

7、etary. SupersessionThis part of BS 4592, together with Part 0, supersedes BS 4592-3:1987, which is withdrawn.Information about this documentBS 4592 is published in seven parts, as follows: Part 0: Common design requirements and recommendations for installation; Part 1: Metal open bar gratings Specif

8、ication; Part 2: Expanded metal sections Specification; Part 3: Cold formed metal planks Specification; Part 4: Glass reinforced plastics (GRP) open bar gratings Specification; Part 5: Solid plates in metal and glass reinforced plastics (GRP) Specification; Part 6: Glass reinforced plastics (GRP) mo

9、ulded open mesh gratings Specification1).The requirements in this part cover areas that are not addressed by BS EN ISO 14122, Safety of machinery Permanent means of access to machinery, which is published in the following parts: Part 1: Choice of fixed means of access between two levels; Part 2: Wor

10、king platforms and walkways; Part 3: Stairways, stepladders and guard-rails; Part 4: Fixed ladders.It has been assumed in the preparation of this British Standard that the execution of its provisions will be entrusted to appropriately qualified and experienced people, for whose use it has been produ

11、ced.Presentational conventionsThe provisions of this standard are presented in roman (i.e. upright) type. Its requirements are expressed in sentences in which the principal auxiliary verb is “shall”.Commentary, explanation and general informative material is presented in smaller italic type, and doe

12、s not constitute a normative element.1)In preparation.BS 4592-3:2006iv BSI 2006Requirements in this standard are drafted in accordance with The BSI guide to standardization Section 2: Rules for the structure, drafting and presentation of British Standards, subclause 11.3.1, which states, “Requiremen

13、ts should be expressed using wording such as: When tested as described in Annex A, the product shall .”. This means that only those products that are capable of passing the specified test will be deemed to conform to this standard.Contractual and legal considerationsThis publication does not purport

14、 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. BSI 2006 1BS 4592-3:20061 ScopeThis part of BS 4592 specifies requirements for the design, manufacture, supply a

15、nd installation of cold formed metal planks intended for use in industrial flooring and stair treads. It is not applicable where access to machinery is required, in which case the requirements of BS EN ISO 14122 apply.NOTE 1 Annex A gives additional recommendations for installation of planks.NOTE 2

16、For the common requirements for industrial flooring and stair treads, see BS 4592-0.In addition to the definitive requirements, this standard also requires the items detailed in BS 4592-0:2006, Clause 4 to be documented. For compliance with this standard, both the definitive requirements and the doc

17、umented items have to be satisfied.2 Normative referencesThe 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 documents (including any amendments)

18、applies.BS 1449-1 (all parts), Steel plate, sheet and strip Part 1: Carbon and carbon-manganese plate, sheet and stripBS 4592-0:2006, Industrial type flooring, walkways and stair treads Part 0: Common requirementsBS EN 10025 (all parts), Hot rolled products of non-alloy structural steels BS EN 10326

19、, Continuously hot-dip coated strip and sheet of structural steels Technical delivery conditionsBS EN 10327, Continuously hot-dip coated strip and sheet of low carbon steels for cold forming Technical delivery conditionsBS EN ISO 1461, Hot dip galvanized coatings on fabricated iron and steel article

20、s Specifications and test methodsBS EN 12020-1, Aluminium and aluminium alloys Extruded precision profiles in alloys EN AW-6060 and EN AW-6063 Part 1: Technical conditions for inspection and deliveryBS EN 12020-2, Aluminium and aluminium alloys Extruded precision profiles in alloys EN AW-6060 and EN

21、 AW-6063 Part 2: Tolerances on dimensions and formBS 4592-3:20062 BSI 20063 Terms and definitionsFor the purposes of this part of BS 4592, the terms and definitions given in BS 4592-0 and the following apply.3.1 plankcold formed metal section produced by pressing or rolling3.2 open plankplank with r

22、ungs NOTE See Figure 1a).3.3 closed plankplank with a continuous walking surfaceNOTE 1 Closed planks can incorporate small holes for drainage.NOTE 2 See Figure 1b).3.4 perforated plankplank with a perforated walking surfaceNOTE See Figure 1c). BSI 2006 3BS 4592-3:20064 Information to be suppliedThe

23、following items to be agreed between the contracting parties are specified in the clauses referred to and shall be fully documented. For compliance with the standard both the definitive requirements specified throughout this part of BS 4592 and those specified in BS 4592-0:2006, Clause 4 and the fol

24、lowing documented item shall be satisfied.a) Requirements for protection against corrosion shall be agreed between the manufacturer and the purchaser.Figure 1 Types of planka) Open plank b) Closed plankc) Perforated plankKey for Figure 1a)1 Voids2 Pimple3 Stiffening web without lip4 Fixing hole patt

25、ern for stitching bolts5 Stiffening web with lip6 Rungs7 Normal direction of span8 Lip9 Width of plankKey for Figure 1b)1 Drainage holes2 Corrugated surface3 Fixing hole pattern for stitching bolts4Stifening web5Lip1234569812453BS 4592-3:20064 BSI 20065 Material requirements5.1 SteelLow carbon steel

26、 used for cold formed metal planks shall conform to BS EN 10025. Stainless steel shall be austenitic and conform to BS 1449-1, excluding free machining specifications.5.2 AluminiumAluminium used for cold formed metal planks shall conform to BS EN 12020-1 and BS EN 12020-2.5.3 Protection against corr

27、osionPlanks shall be designed so that they are free draining, e.g. on the lips of stiffening webs.Pre-galvanized sheeting used for cold formed metal planks shall conform to BS EN 10327 or BS EN 10326. When hot-dip galvanizing is applied, it shall conform to BS EN ISO 1461.Requirements for protection

28、 against corrosion shall be agreed between the manufacturer and the purchaser. NOTE 1 The requirements vary, depending on the end-use and the exposure environment. However, hot-dip galvanizing is recommended for external protection. NOTE 2 Guidance on the required level of protection should be sough

29、t by referring to BS EN ISO 14713. NOTE 3 Steel galvanized after fabrication generally has thicker galvanized coatings (providing longer life) than those coatings provided on pre-galvanized steel sheet.6 Size requirements6.1 Any raised portion of plank shall not exceed 4 mm in height.6.2 Cold formed

30、 metal planks shall not be wider than 300 mm.7 Tolerance requirementsThe maximum permissible tolerances from work sizes of planks shall be as follows:a) length of a cold form metal plank:1) up to 2 m, 2.5 mm;2) 2 m and over, 3.5 mm.b) width of cold form metal plank, 2.5 mm;c) depth of cold form meta

31、l plank, 1.5 mm;d) difference between diagonals, 5 mm (out of squareness of plank). BSI 2006 5BS 4592-3:20068 Performance requirements8.1 Planks used as industrial flooringCold formed planks used as industrial flooring shall withstand the appropriate loads specified in BS 4592-0:2006, Clause 5.8.2 P

32、lanks used as stair treadsCold formed planks used as stair treads shall withstand the appropriate loads specified in BS 4592-0:2006, Clause 6.NOTE For imposed loads on treads, see BS 4592-0.BS 4592-3:20066 BSI 2006Annex A (informative) Recommendations for installation of planksA.1 GeneralCold form m

33、etal planks should be fixed or contained so that they cannot move on their supporting members.Planks can be used in traditional structural platform layouts, provided that the spacing of supporting beams, or purlins, is adjusted to suit the spans of the planks. It is preferable to stagger the planks

34、as described in A.2 (see also Figure A.1). The staggered layout provides maximum strength and rigidity. However, the in-line layout described in A.3 (see also Figure A.2) is simpler than the staggered layout and allows large composite panels to be assembled and raised into position as one unit. A.2

35、Fixing A.2.1 Staggered layoutWherever practical, joints between planks should be placed at a distance that is approximately equal to one-quarter of the span of the plank on either side of the supporting members (see Figure A.3). However, at the extreme ends of a platform or floor, any joints should

36、be placed three-quarters of the plank span in from the end in order to give maximum strength.It is essential to bolt individual planks through the side flanges to adjacent planks at both ends and in the centre of each span between joints. Where joints occur along the side of a platform or floor, spl

37、icing pieces should be bolted to the inside of the perimeter flanges (see Figure A.1). Where planks cross supporting beams or purlins, they should be secured to the supporting member using a cleat see Figure A.3a) and Figure A.3b). The cleat should be positioned alternately on each side of the suppo

38、rting member across the structure (see Figure A.1).A.2.2 In-line layoutJoints should be made directly over the centre of the supporting beam or purlin, with each plank having a minimum bearing of 25 mm. Cold form metal planks should be secured together in the centre of each span and at the ends, as

39、described in A.2.1. End bolts can be used to secure cleats for fixing each pair of plank ends to the supporting member see Figure A.2 and Figure A.3a).A.3 Planks used as stair treadsFor typical details of cold form metal planks used as stair treads, see Figure A.4. BSI 2006 7BS 4592-3:2006Figure A.1

40、 Staggered layout of planksKey1 Span2 Plank span3Splice4 Bolts and cleats5 BoltsFigure A.2 In-line layout of planksKey1 Centreline beam2 Bolts3Cleats1 1132451 123BS 4592-3:20068 BSI 2006Figure A.3 Securing planks to supporting membersKey to Figure A.3a)1 Beam2 Cleat3 In-line4 StaggeredKey to Figure

41、A.3b)1 Planks2 Cleat3Beam or purlin4 Continuous planks5 Joined planks21AA34A-A12345AAA-A BSI 2006 9BS 4592-3:2006Figure A.4 Drilling details for end plates to perforated metal plank stair treadsKey1 Going2 Tread width3Rise4 Overlap5 Machine serrated front bar6 Centre of bolts (see Notes 1 and 2)7 Di

42、stance to centre of first bolt (30 mm)8 Diameter of first bolt hole (13 mm)9 Centre of holes in slot (20 mm)10 13 mm wide11 Distance from bottom of tread to centre of bolts (15 mm)12 Distance from top of tread to centre of bolts (55 mm)13 Overall depth of end plate (70 mm)NOTE 1 For tread widths of

43、270 to 299 mm, 150 mm.NOTE 2 For tread widths of 30 to 329 mm, 180 mm.2314131112 5687910BS 4592-3:200610 BSI 2006BibliographyFor dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.Standards public

44、ations BS 5395-1, Stairs, ladders and walkways Part 1: Code of practice for the design, construction and maintenance of straight stairs and windersBS 5395-3, Stairs, ladders and walkways Part 3: Code of practice for the design of industrial type stairs, permanent ladders and walkwaysBS EN ISO 14122,

45、 Safety of machinery Permanent means of access to machineryBS EN ISO 14713, Protection against corrosion of iron and steel in structures Zinc and aluminium coatings GuidelinesFurther readingBS 5502, Buildings and structures for agricultureBS 5950, Structural use of steelwork in buildingBS 6100-1, Gl

46、ossary of building and civil engineering termsBS EN 10143, Continuously hot-dip metal coated steel sheet and strip Tolerances on dimensions and shapeThis page deliberately left blankBS 4592-3:2006BSI British Standards InstitutionBSI is the independent national body responsible for preparing British

47、Standards. It presents the UK view on standards in Europe and at the international level. It is incorporated by Royal Charter.RevisionsBritish Standards are updated by amendment or revision. Users of British Standards should make sure that they possess the latest amendments or editions.It is the con

48、stant aim of BSI to improve the quality of our products and services. We would be grateful if anyone finding an inaccuracy or ambiguity while using this British Standard would inform the Secretary of the technical committee responsible, the identity of which can be found on the inside front cover. T

49、el: +44 (0)20 8996 9000. Fax: +44 (0)20 8996 7400.BSI offers members an individual updating service called PLUS which ensures that subscribers automatically receive the latest editions of standards.Buying standardsOrders for all BSI, international and foreign standards publications should be addressed to Customer Services. Tel: +44 (0)20 8996 9001. Fax: +44 (0)20 8996 7001. Email: ordersbsi-. Standards are also available fr

展开阅读全文
相关资源
猜你喜欢
相关搜索

当前位置:首页 > 标准规范 > 国际标准 > BS

copyright@ 2008-2019 麦多课文库(www.mydoc123.com)网站版权所有
备案/许可证编号:苏ICP备17064731号-1