BS 6349-1-4-2013 Maritime works General Code of practice for materials《海上建筑物 总论 材料的实施规程》.pdf
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1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationBS 6349-1-4:2013Maritime works Part 1-4: General Code of practicefor materialsPublishing and copyright informationThe BSI copyright notice displayed in this document indicates wh
2、en the documentwas last issued. The British Standards Institution 2013Published by BSI Standards Limited 2013ISBN 978 0 580 76231 4ICS 47.020.01; 93.140The following BSI references relate to the work on this document:Committee reference CB/502Draft for comment 12/30250711 DCPublication historyFirst
3、published as BS 6349-1, April 1984Second edition as BS 6349-1, July 2000Third (present) edition, February 2013Amendments issued since publicationDate Text affectedBS 6349-1-4:2013 BRITISH STANDARDContentsForeword iiiIntroduction 11 Scope 12 Normative references 13 Terms and definitions 44 Concrete 5
4、4.1 General 54.2 Design and construction 54.3 Durability 64.4 Specification for materials and workmanship 105 Structural steel and other metals 255.1 General 255.2 Structural steel 265.3 Aluminium and its alloys 295.4 Other metals 306 Piles 316.1 Bearing piles 316.2 Sheet piles 347 Rails 367.1 Gener
5、al 367.2 Crane rails 377.3 Adjustment of crane rails 377.4 Holding-down bolts 377.5 Rail clips 377.6 Heavy-duty crane rails 377.7 Joints 378 Pipes 379 Timber 389.1 General 389.2 Resistance to environmental hazards 389.3 Functional suitability 399.4 Fastenings 4010 Stone for armouring or protection w
6、orks 4110.1 General 4110.2 Grading 4110.3 Other geometrical parameters 4210.4 Physical and chemical parameters 4210.5 Particular armourstone sources 4411 Pavements 4411.1 Loadings 4411.2 Durability 4511.3 Settlement characteristics 4511.4 Sustainability 4512 Bituminous materials 4512.1 Asphaltic con
7、crete 4612.2 Sand mastic 4712.3 Open stone asphalt 4812.4 Lean sand asphalt 4813 Protective measures 4913.1 General 4913.2 Coating systems 4913.3 Concrete protection 5013.4 Steel wear plates 5013.5 Sheathings and wrappings 5014 Maintenance 5214.1 General 52BRITISH STANDARD BS 6349-1-4:2013 The Briti
8、sh Standards Institution 2013 i14.2 Records 5214.3 Access 52AnnexesAnnex A (informative) Enhanced protection of reinforcement 53Annex B (informative) Factors affecting the design of maritime concrete 54Annex C (informative) Uses of bituminous materials 57Bibliography 59List of figuresFigure B.1 Sche
9、matic diagram of the chloride transport processes in a maritimestructure 56List of tablesTable 1 Limiting values for composition and properties of concrete classes withnormal weight aggregates of 20 mm maximum size exposed to risk of corrosionof reinforcement induced by UK seawater conditions for a
10、required designworking life of 30 years 12Table 2 Limiting values for composition and properties of concrete classes withnormal weight aggregates of 20 mm maximum size exposed to risk of corrosionof reinforcement induced by UK seawater conditions for a required designworking life of 50 years 14Table
11、 3 Limiting values for composition and properties of concrete classes withnormal weight aggregates of 20 mm maximum size exposed to risk of corrosionof reinforcement induced by UK seawater conditions for a required designworking life of 100 years 16Table 4 Limiting values for composition and propert
12、ies of plain or mass(unreinforced) concrete with normal weight aggregates of 20 mm nominalmaximum size exposed to UK seawater conditions for a required design workinglife up to 100 years 19Table 5 Chloride content class of concrete for maritime structures 21Table6Total chloride ion content of harden
13、ed concrete 22Table 7 Minimum curing periods for different cement types in ambienttemperatures at or above 15 C 23Table 8 Structural steel grades 26Table C.1 Possible uses of bituminous materials in maritime protectionworks 57Summary of pagesThis document comprises a front cover, an inside front cov
14、er, pages i to iv,pages 1 to 62, an inside back cover and a back cover.BRITISH STANDARDBS 6349-1-4:2013ii The British Standards Institution 2013ForewordPublishing informationThis part of BS 6349 is published by BSI Standards Limited, under licence fromThe British Standards Institution, and came into
15、 effect on 28 February 2013.It was prepared by Technical Committee CB/502, Maritime works. A list oforganizations represented on this committee can be obtained on request to itssecretary.SupersessionTogether with BS 6349-1-1, BS 6349-1-2 and BS 6349-1-3, this part ofBS 6349 supersedes BS 6349-1:2000
16、, which will be withdrawn when all four ofthe new subparts have been published.Relationship with other publicationsBS 6349 is published in the following parts: Part 1-1: General Code of practice for planning and design foroperations;1) Part 1-2: General Code of practice for assessment of actions;1)
17、Part 1-3: General Code of practice for geotechnical design; Part 1-4: General Code of practice for materials; Part 2: Code of practice for the design of quay walls, jetties and dolphins; Part 3: Design of dry docks, locks, slipways and shipbuilding berths, shipliftsand dock and lock gates; Part 4: C
18、ode of practice for design of fendering and mooring systems; Part 5: Code of practice for dredging and land reclamation; Part 6: Design of inshore moorings and floating structures; Part 7: Guide to the design and construction of breakwaters; Part 8: Code of practice for the design of Ro-Ro ramps, li
19、nkspans andwalkways.Information about this documentA full revision of BS 6349-1:2000 has been undertaken and the principal changeis to split the document into four smaller parts: BS 6349-1-1: Code of practice for planning and design for operations; BS 6349-1-2: Code of practice for assessment of act
20、ions; BS 6349-1-3: Code of practice for geotechnical design; BS 6349-1-4: Code of practice for materials.The principal change in respect of the materials content is that the documenthas been edited to be compatible with relevant Eurocodes. The concrete clausehas been significantly revised to reflect
21、 current industry practice and to bringthe recommendations in line with comparable British and European standards.Subclause 4.3.3.3 is adapted from Concrete Society publication CS 163, Guide tothe design of concrete structures in the Arabian Peninsula 1, with the kindpermission of the Concrete Socie
22、ty.1)In preparation.BRITISH STANDARD BS 6349-1-4:2013 The British Standards Institution 2013 iiiUse of this documentAs a code of practice, this part of BS 6349 takes the form of guidance andrecommendations. It should not be quoted as if it were a specification andparticular care should be taken to e
23、nsure that claims of compliance are notmisleading.Any user claiming compliance with this British Standard is expected to be able tojustify any course of action that deviates from its recommendations.Presentational conventionsThe provisions in this standard are presented in roman (i.e. upright) type.
24、 Itsrecommendations are expressed in sentences in which the principal auxiliaryverb is “should”.Commentary, explanation and general informative material is presented insmaller italic type, and does not constitute a normative element.Contractual and legal considerationsThis publication does not purpo
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