BS 7533-9-2010 Pavements constructed with clay natural stone or concrete pavers - Code of practice for the construction of rigid pavements of clay pavers《用粘土 天然石或混凝土铺筑材料建造的路面 黏土铺路砖.pdf

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1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationPavements constructed with clay, natural stone or concrete pavers Part 9: Code of practice for the construction of rigid pavements of clay paversBS 7533-9:20null0BS 7533-9:2010 B

2、RITISH STANDARDPunulllishinnull and copyrinullht innullormationThe BSI copyright notice dispnullnullyed in this docnullnullent indicnulltes nullhen the docnullnullent nullnulls nullnullst issnullednullnull BSI 2010ISBN 97null 0 5null0 7019null 2InullS 93null0null0null20The nullonullnullonulling BSI

3、renullerences renullnullte to the nullornull on this stnullndnullrd: nullonullnullittee renullerence Bnull507 Drnullnullt nullor conullnullent 0nullnull3019null10null DnullPunulllication historynullirst nullpresentnull pnullnullnullicnulltionnull Aprinull 2010nullmendments issued since punulllicatio

4、nnullate nullenullt anullnullected null BSI 2010 null iBS 7533-9:2010BRITISH STANDARDnullontentsnullorenullord iiinull Scope 12 Nornullnulltinulle renullerences 13 Ternulls nullnd denullnitions 1null nullonstrnullction onull nullnullse nullnd restrnullints 25 nullnullying nulledding nullortnullr 3nu

5、ll Instnullnullnullnulltion onull pnullnuller snullrnullnullces 47 nulloints 7null Step detnullinulling 99 nullnullre nullnullter nullnullying 10nullnnenullesAnnenull A nullinnullornullnulltinullenull nullnullying pnulltterns 11Binullnulliogrnullphy 12nullist onull nullnulluresnullignullre 1 null Ty

6、picnullnull cross-section onull null pnullnullenullent 2nullignullre 2 null Typicnullnull enullnullnullpnulle onull nullonullenullent nulloints 8nullignullre 3 null nullronullnulle onull null typicnullnull step 9nullignullre Anull1 null nullnullying pnulltterns 11nullist onull tanulllesTnullnullnull

7、e 1 null nullininullnullnull nullongitnulldinnullnull nullnullnullnulls nullnd crossnullnullnullnull to nullnulloid ponding 3Tnullnullnulle Anull1 null nullnullnuller sinulle snullitnullnullinullity nullor dinullnullerent nullnullying pnulltterns 11Summary onull panullesThis docnullnullent conullpri

8、ses null nullront conullernull nulln inside nullront conullernull pnullges i to inullnull pnullges 1 to 12null nulln inside nullnullcnull conuller nullnd null nullnullcnull conullernullBS 7533-9:2010ii null null BSI 2010BRITISH STANDARDThis page deliberately left blanknull BSI 2010 null iiiBS 7533-9

9、:2010BRITISH STANDARDnullorewordPunulllishinnull innullormationThis pnullrt onull BS 7533 is pnullnullnullished nully BSI nullnd cnullnulle into enullnullect on 30 Aprinull 2010null It nullnulls prepnullred nully Technicnullnull nullonullnullittee Bnull507null Paving units, kerbs, screeds and in-sit

10、u nullnullnullringsnull A nullist onull orgnullninullnulltions represented on this conullnullittee cnulln nulle onulltnullined on renullnullest to its secretnullrynullnullelationship with other punulllicationsBS 7533 consists onull the nullonullnullonulling pnullrts:null Part 1null nulluide fnullr t

11、he structural design nullf heavy duty pavenullents cnullnstructed nullf clay pavers nullr precast cnullncrete paving blnullcksnullnull Part 2null nulluide fnullr the structural design nullf lightly trafnullcked pavenullents cnullnstructed nullf clay pavers nullr precast cnullncrete paving blnullcksn

12、ullnull Part 3null nullnullde nullf practice fnullr laying precast cnullncrete paving blnullcks and clay pavers fnullr nullenullible pavenullentsnullnull Part 4null nullnullde nullf practice fnullr the cnullnstructinulln nullf pavenullents nullf precast cnullncrete nullags nullr natural stnullne sla

13、bsnullnull Part nullnull nullnullde nullf practice fnullr laying natural stnullne, precast cnullncrete and clay kerb unitsnullnull Part 7null nullnullde nullf practice fnullr the cnullnstructinulln nullf pavenullents nullf natural stnullne paving units and cnullbbles, and rigid cnullnstructinulln nu

14、llith cnullncrete blnullck pavingnullnull Part 8null nulluide fnullr the structural design nullf lightly trafnullcked pavenullents nullf precast cnullncrete nullags and natural stnullne nullagsnullnull Part 9null nullnullde nullf practice fnullr the cnullnstructinulln nullf rigid pavenullents nullf

15、clay paversnullnull Part 10null nulluide fnullr the structural design nullf trafnullcked pavenullents cnullnstructed nullf natural stnullne setts and bnullund cnullnstructinulln nullith cnullncrete paving blnullcksnullnull Part 11null nullnullde nullf practice fnullr the nullpening, nullaintenance a

16、nd reinstatenullent nullf pavenullents nullf cnullncrete, clay and natural stnullnenullnull Part 12null nulluide tnull the structural design nullf trafnullcked pavenullents cnullnstructed nulln a bnullund base using cnullncrete paving nullags and natural stnullne slabsnullnull Part 13null nulluide f

17、nullr the design nullf pernulleable pavenullents cnullnstructed nullith cnullncrete paving blnullcks and nullags, natural stnullne slabs and setts and clay paversnullnullse onull this documentAs null code onull prnullcticenull this pnullrt onull BS 7533 tnullnulles the nullornull onull gnullidnullnc

18、e nullnd reconullnullendnulltionsnull It shonullnulld not nulle nullnulloted nulls inull it nullere nullspecinullcnulltion nullnd pnullrticnullnullnullr cnullre shonullnulld nulle tnullnullen to ensnullre thnullt cnullnullinulls onull conullpnullinullnce nullre not nullisnullenulldingnullAny nullser

19、 cnullnullinulling conullpnullinullnce nullith this pnullrt onull BS 7533 is enullpected to nulle nullnullnulle to nullnullstinully nullny conullrse onull nullction thnullt denullinulltes nullronull its reconullnullendnulltionsnullBS 7533-9:2010inull null null BSI 2010BRITISH STANDARDIt hnulls nulle

20、en nullssnullnulled in the prepnullrnulltion onull this British Stnullndnullrd thnullt the enullecnulltion onull its pronullisions nullinullnull nulle entrnullsted to nullpproprinulltenully nullnullnullnullinulled nullnd enullperienced peopnullenull nullor nullhose nullse it hnulls nulleen prodnullc

21、ednullPresentational conventionsThe nullord nullshonullnulldnull is nullsed to enullpress reconullnullendnulltions onull this stnullndnullrdnull The nullord nullnullnullynull is nullsed in the tenullt to enullpress pernullissinullinullitynullenullgnull nulls nulln nullnullternnulltinulle to the prin

22、ullnullry reconullnullendnulltion onull the cnullnullnullsenullThe nullord nullcnullnnull is nullsed to enullpress possinullinullitynull enullgnull null consenullnullence onull nulln nullction or nulln enullentnullNotes nullnd conullnullentnullries nullre pronullided thronullghonullt the tenullt onu

23、ll this stnullndnullrdnull Notes ginulle renullerences nullnd nulldditionnullnull innullornullnulltion thnullt nullre inullportnullnt nullnullt do not nullornull pnullrt onull the reconullnullendnulltionsnullnullonullnullentnullries ginulle nullnullcnullgronullnd innullornullnulltionnullnullontractu

24、al and lenullal considerationsThis pnullnullnullicnulltion does not pnullrport to incnullnullde nullnullnull the necessnullry pronullisions onull null contrnullctnull nullsers nullre responsinullnulle nullor its correct nullppnullicnulltionnullnullompliance with a British Standard cannot connuller i

25、mmunity nullrom lenullal onulllinullationsnullnull BSI 2010 null 1BS 7533-9:2010BRITISH STANDARDnull ScopeThis pnullrt onull BS 7533 ginulles reconullnullendnulltions nullor the rigid nullnullying onullcnullnully pnullnullers connullornulling to BS nullN 13nullnull intended nullor pnullnullenullents

26、 nullnd other pnullnulled snullrnullnullces snullnullnullected to nullnullnull cnulltegories onull stnulltic nullnd nullehicnullnullnullr nullonulldingnull nullnd pedestrinulln trnullnullnullcnull2 nullormative renullerencesThe nullonullnullonulling renullerenced docnullnullents nullre indispensnull

27、nullnulle nullor the nullppnullicnulltion onull this docnullnullentnull nullor dnullted renullerencesnull onnully the edition cited nullppnulliesnull nullor nullndnullted renullerencesnull the nullnulltest edition onull the renullerenced docnullnullent nullincnullnullding nullny nullnullendnullentsn

28、ull nullppnulliesnullBS 5212-1null nullnullld applied nullnullint sealant systenulls fnullr cnullncrete pavenullents nullPart 1null nullpecinullcatinulln fnullr nullnullint sealantsBS 7533-11null Pavenullents cnullnstructed nullith clay, natural stnullne nullr cnullncrete pavers null Part 11null nul

29、lnullde nullf practice fnullr the nullpening, nullaintenance and reinstatenullent nullf pavenullents nullf cnullncrete, clay and natural stnullneBS nullN 99null-2null nullpecinullcatinulln fnullr nullnullrtar fnullr nullasnullnry null Part 2null nullasnullnry nullnullrtarBS nullN 13nullnullnull null

30、lay pavers null nullenulluirenullents and test nullethnulldsnull1null HInullHnullAnullS AnullnullNnullnullnull nullnullnnullnullnull onull nullontrnullct Docnullnullents nullor Highnullnully nullornullsnull nullonullnullnulle 1: Specinullcnulltion nullor Highnullnully nullornullsnull nullondon: The

31、Stnulltionery nullnullnullcenull3 nullerms and denullnitionsnullor the pnullrposes onull this pnullrt onull BS 7533null the ternulls nullnd denullnitions ginullen in BS nullN 13nullnull nullnd the nullonullnullonulling nullppnullynullnullnullTnull null typical crnullss-sectinulln nullf a pavenullent

32、 is shnullnulln in nulligure 1null3nullnull nulleddinnull mortarnullnullend onull snullnd nullnd cenullent or cenullent nullnd nullinulle on nullhich pnullnulling nullnits nullre nulledded nullnd nullointed 3null2 damp proonull memnullrane nullnullPnullnullnullnullyer onull nullnullterinullnull null

33、ppnullied onuller the strnullctnullrnullnull nullnullse to prenullent nullree nullinulle nullronull the strnullctnullrnullnull nullnullse stnullining the pnullnulling snullrnullnullcenullnullTnull null nullPnull nullight be needed if the structural base is suspended, tnullprevent ingress nullf nulla

34、ter tnull the underlying structurenull3null3 ednulle restraintnullenulltnullre to denullne edge onull pnullnulled nullrenull nullhich sonulletinulles incorpornulltes nullnullonullenullent nulloint to nullnullsornull nullonullenullent nullt the edge onull the pnullnulled nullrenull3nullnull nulloint

35、nullnishnullnnullnull pronullnulle onull the nullortnullr nullointnullnullTnull nullnullint nullnishes are usually fnullrnulled by special prnullnullled tnullnulllsnull3null5 nulloint widthsinulle onull the nullnullnulled spnullce nulletnulleen nulldnullnullcent pnullnulling nullnits or nulletnullee

36、n pnullnulling nullnits nullnd edge restrnullintBS 7533-9:20102 null null BSI 2010BRITISH STANDARD3nullnull layinnull nullacenullornulling edge onull the snullrnullnullce conullrse nullt nullhich pnullnulling nullnits nullre nullnullid3null7 layinnull patternnullrrnullngenullent onull pnullnulling n

37、ullnits to nullornull specinullc pnulltterns either nullor strnullctnullrnullnull renullsons or nullisnullnullnull enullnullect 3nullnull paverpnullnulling nullnit nullith snullnullnullre edges to nullnullnull nullrrisesnull hnullnulling nullornull dinullensions onull nulletnulleen 200 nullnull null

38、nd 215 nullnull in nullengthnull nulletnulleen null5 nullnull nullnd 215 nullnull in nullidth nullnd nulletnulleen 30 nullnull nullnd null5 nullnull in thicnullness3null9 structural nullasenullnullyernull nullpon nullhich pnullnulling nullnits nullre nulleddednull nullhich cnullrries nullnullnull nu

39、llonullds inullposed on the pnullnullenullent to the snullnull-nullnullsenull or in the cnullse onull snullspended snullnullnullsnull nullnullcnull to the strnullctnullrenullnullTnull The structural base nnullrnullally cnullnsists nullf reinfnullrced nullr unreinfnullrced cnullncrete nullr asphaltnu

40、ll3nullnull0 sunull-nullaseone or nullore nullnullyers onull nullnullterinullnull pnullnullced inullnulledinulltenully nullnullonulle the snullnullgrnullde nullnd nullhich pronullides null nullrnull nullonullndnulltion nullor the rigid pnullnullenullent3nullnullnull sunullnullradenullpper pnullrt on

41、ull the soinullnull nnulltnullrnullnull or constrnullctednull thnullt snullpports the nullonullds trnullnsnullitted nully the onullernullying pnullnullenullent3nullnull2 surnullace coursenullnullyer onull pnullnulling nullnits nullhich nullcts nulls the nullenullring snullrnullnullce onull the pnull

42、nullenullentnullignullre 1 nullypical cross-section onull a pavementnulley1 Bedding nullortnullr2 nullnullnully pnullnuller3 Dnullnull nullinull necessnullrynullnull Snullnullgrnullde5 Strnullctnullrnullnull nullnullsenull nullrepnullred snullnull-nullnullsenullnullTnull The structural base is laid

43、tnull falls nullsee 4.1 and 6.5nullnullnull nullonstruction onull nullase and restraintsnullnullnull Sunullnullrade and sunull-nullasenullonstrnullction onull the snullnullgrnullde nullnd snullnull-nullnullse shonullnulld nulle in nullccordnullnce nullith cnullrrent prnullctice nulls descrinulled in

44、 the nullpecinullcatinulln fnullr nullighnullay nullnullrks null1nullnullnull BSI 2010 null 3BS 7533-9:2010BRITISH STANDARDThe snullnullgrnullde nullnd snullnull-nullnullsenull inull presentnull shonullnulld nulle prepnullred so thnullt:nullnull snullrnullnullce nullenullenulls nullre nullithin 15 n

45、ullnullnullnullnull nullongitnulldinnullnull nullnullnullnulls nullnd crossnullnullnullnulls onull the conullpnulleted pnullnullenullent nullnullnullonullnullnullter to drnullinnull nullnulloiding ponding nullsee Tnullnullnulle 1nullnullcnull the enulltent onull the site prepnullrnulltion incnullnul

46、ldes pronullision nullor nulldenullnullnullte nullonullndnulltions nullnd nullnullcnulling nullor nullny edge restrnullint in nullccordnullnce nullith the nullpecinullcatinulln fnullr nullighnullay nullnullrks null1nullnullnullnullTnull nullnullr detailed infnullrnullatinulln nulln cnullnstructinull

47、n nullf adenulluate kerb fnullundatinullns and backing see nullnull 7null33-nullnullTnullnullnulle 1 nullinimum lonnullitudinal nullalls and crossnullall to avoid pondinnullnullarrianulleways usinnull pavers as a channelnullon-tranullnullcnulled area nullarrianulleways usinnull proprietary drainanul

48、le systemsnullinnullnullongitnulldinnullnullnullnullnullnullnullinnull crossnullnullnullnull nullinnullnullongitnulldinnullnullnullnullnullnullnullinnull crossnullnullnullnull nullinnullnullongitnulldinnullnullnullnullnullnullnullinnull crossnullnullnullnull1null25null 2null5null 1null 1null25null n

49、ullhecnull nullith snullppnullier2null5nullnullnull2 Structural nullaseThe strnullctnullrnullnull nullnullse shonullnulld nulle cnullpnullnullnulle onull snullnullenully trnullnsnullitting nullnullnull nullonullds inullposed on the pnullnulling either nullnullcnull to other strnullctnullrnullnull enullenullents or to the snullnull-nullnullsenull The nullnullyer shonullnulld nulle dnullrnullnullnullenull hnullnulle its top snullrnullnullce nullree nullronulldnullstnull detritnulls nullnd other nulloose nullnullterinullnull nullndnull nullhere possinullnullenull shonullnulld nulle tnullnullpe

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