1、raising standards worldwideNO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBSI Standards PublicationCode of practice for the design and installation of natural stone cladding and lining Part 2: Traditional handset external claddingBS 8298-2:2010BS 8298-2:2010 BRITISH STANDARDPu
2、blishing and copyright informationThe BSI copyright notice displayed in this docnullnullent indicates nullhen the docnullnullent nullas last issnullednullnull BSI 2010ISBN 9null8 0 null80 nullnull9null2 nullInullS 91null0null0null10The nullollonulling BSI renullerences relate to the nullornull on th
3、is standard: nullonullnullittee renullerence Bnullnullnullnull Dranullt nullor conullnullent 0nullnullnull01null0nullnullnull DnullPublication historynullirst pnullnulllished Decenullnuller 2010nullmendments issued since publicationnullate nullenullt affected null BSI 2010 null iBS 8298-2:2010BRITIS
4、H STANDARDSummary of pagesThis docnullnullent conullprises a nullront conullernull an inside nullront conullernull pages i to inullnull pages 1 to 2nullnull an inside nullacnull conuller and a nullacnull conullernullContentsnullorenullord iii1 Scope 12 Nornullatinulle renullerences 1null Ternulls an
5、d denullnitions 1null Thicnullness onull stone 2null nullethods onull attachnullent and snullpport 6null nullointing and pointing 19null nullidth onull nulloints and type onull nulllling 208 nullernullissinullle denulliations 22nullnnenullesAnnenull A nullnornullatinullenull Alternatinulle gnullidan
6、ce nullor the assessnullent onullpanel thicnullness 23Binullliography 25nullist of nullguresnullignullre 1 null Illnullstration onull typical loadnullearing nullnullings 7nullignullre 2 null Illnullstration onull typical restraint nullnullings 8nullignullre null null Illnullstration onull typical nu
7、llace and sonullnullt nullnullings 9nullignullre null null Details onull typical loadnullearing nullnullings 12nullignullre null null Details onull typical restraint nullnullings 14nullignullre null null Details onull typical sonullnullt nullnullings 15nullignullre null null Blocnull liners 16nullig
8、nullre 8 null nullnullnullectinulle penetration onull a typical enullpanding nullolt 17nullist of tablesTanullle 1 null nulllassinullcation onull nullind load ennullironnullents in the nullnull 2Tanullle 2 null nullonull nullind load ennullironnullent: nullininullnullnull nullenullnullral strength 3
9、Tanullle null null nulledinullnull nullind load ennullironnullent: nullininullnullnull nullenullnullral strength 4Tanullle null null High nullind load ennullironnullent: nullininullnullnull nullenullnullral strength 4Tanullle null null nullininullnullnull nullreanulling load at the nullnulling 5Tanu
10、llle null null nullernullissinullle stresses nullor anullstenitic stainless steel 10Tanullle null null nullininullnullnull nullechanical properties onull anullstenitic stainless steel sheetnull plate and strip ginullen in BS nullN 10088-2 10Tanullle 8 null nullininullnullnull nullechanical propertie
11、s onull anullstenitic stainless steel rod and nullar ginullen in BS nullN 10088-null 10Tanullle 9 null nullininullnullnull enullnullectinulle penetration renullnullirenullents nullor enullpanding nullolts 17Tanullle 10 null nullength onull retnullrn 19Tanullle 11 null nullininullnullnull nullidth on
12、ull nulloints 20Tanullle 12 null Stonenullornull erection tolerances 22Tanullle Anull1 null nullanel thicnullness nullor high nullind load ennullironnullents 23Tanullle Anull2 null nullanel thicnullness nullor nulledinullnull nullind load ennullironnullents 23Tanullle Anullnull null nullanel thicnul
13、lness nullor lonull nullind load ennullironnullents 24BS 8298-2:2010ii null null BSI 2010BRITISH STANDARDThis page deliberately left blanknull BSI 2010 null iiiBS 8298-2:2010BRITISH STANDARDnullorenullordPublishing informationThis part onull BS 8298 nullas pnullnulllished nully BSI and canulle into
14、enullnullect on null1 Decenullnuller 2010null It nullas prepared nully Technical nullonullnullittee BnullnullnullnullnullNatural stonenull A list onull organinullations represented on this conullnullittee can nulle onulltained on renullnullest to its secretarynullSupersessionTogether nullith BS 8298
15、-1null BS 8298-nullnull BS 8298-null and BS 8298-null 1nullnull this part onull BS 8298 snullpersedes BS 8298:199nullnull nullhich is nullithdranullnnullnullelationship nullith other publicationsBS 8298null Code of pranulltinulle for the design and installation of natural stone nullladding and linin
16、gnull nullill nulle issnulled in nullnulle parts:null nullart 1null nulleneralnullnull nullart 2null Traditional handset enullternal nullladdingnullnull nullart 3null nulltonenullfanulled prenullnullast nullonnullrete nullladding systenullsnullnull nullart 4null nullainsnullreen and stone on nulleta
17、l franulle nullladding systenullsnullnull nullart 5null nullnternal liningsnull1nullnullnformation about this documentThis is a nullnullll renullision onull the standardnull and introdnullces the nullollonulling principal changes:null BS 8298 has nulleen conullpletely restrnullctnullred nully splitt
18、ing it into nullnulle partsnullnull the BS 8298 parts hanulle nulleen nullpdated to renullect general changes in the nullnullings systenulls anullailanullle to snullpport natnullral stone cladding panelsnullBS 8298-1 contains the ternulls and denullnitions nullor all the parts onull BS 8298nullAsses
19、sed capabilitynull nullsers onull this British Standard are adnullised to consider the desiranullility onull nullnullality systenull assessnullent and registration against the appropriate standard in the BS nullN ISnull 9000 series nully an accredited third-party certinullcation nullodynullnullse of
20、 this documentAs a code onull practicenull this part onull BS 8298 tanulles the nullornull onull gnullidance and reconullnullendationsnull It shonullld not nulle nullnulloted as inull it nullere a specinullcation and particnulllar care shonullld nulle tanullen to ensnullre that clainulls onull conul
21、lpliance are not nullisleadingnullAny nullser clainulling conullpliance nullith this part onull BS 8298 is enullpected to nulle anullle to nullnullstinully any conullrse onull action that denulliates nullronull its reconullnullendationsnull1nullIn preparationnullBS 8298-2:2010inull null null BSI 201
22、0BRITISH STANDARDPresentational connullentionsThe pronullisions in this standard are presented in ronullan nullinullenull nullprightnulltypenull Its reconullnullendations are enullpressed in sentences in nullhich the principal anullnulliliary nullernull is nullshonullldnullnullConullnullentarynull e
23、nullplanation and general infornullatinulle nullaterial is presented in snullaller italinull typenull and does not nullonstitute a nornullatinulle elenullentnullContractual and legal considerationsThis pnullnulllication does not pnullrport to inclnullde all the necessary pronullisions onull a contra
24、ctnull nullsers are responsinullle nullor its correct applicationnullCompliance nullith a British Standard cannot confer immunity from legal obligationsnullnull1null nullRnullAT BRITAINnull Bnullilding Regnulllations 2000 nullas anullendednullnullnullondon: The Stationery nullnullnullcenullnull2null
25、 SnullnullTnullANDnull The Bnullilding nullScotlandnull Regnulllations 200nullnull nulldinnullnullrgh: The Stationery nullnullnullcenullnull BSI 2010 null 1BS 8298-2:2010BRITISH STANDARD1 ScopeThis part onull BS 8298 ginulles reconullnullendations nullor the designnull installation and nullaintenanc
26、e onull traditional handset enullternal cladding onull natnullral stone held directly to a strnullctnullral nullacnullgronullnd nully nulletal nullnullingsnullIt conullers: anull the pronullisions necessary nullor the cladding to pernullornull its nullnullnction satisnullactorilynullnullnull the nul
27、laterials and nullethods nullost nullrenullnullently nullsed nullor stonenullornullnullandcnull the nullse onull thernullal insnulllation nullehind enullternal claddingnullnulloadnullearing cladding or cladding held only nully adhesion is not inclnulldednull nor is any type onull cladding snullpport
28、ed or held in position aronullnd the perinulleter onull stones or series onull stones nully nulletal nullranullingnullNnullTnull The general prinnulliples for nullladding also apply to sofnullts and sloping surfanullesnullThis part onull BS 8298 is to nulle read in connullnullnction nullith BS 8298-
29、1nullDinullnullerent cladding and lining nullethods are conullered in the other parts onull BS 8298 nullsee nullorenullordnullnull2 nullormatinulle referencesThe nullollonulling renullerenced docnullnullents are indispensanullle nullor the application onull this docnullnullentnull nullor dated renul
30、lerencesnull only the edition cited appliesnull nullor nullndated renullerencesnull the latest edition onull the renullerenced docnullnullent nullinclnullding any anullendnullentsnull appliesnullBS nullnull0nullnull nulluide to anullnulluranully in building BS null09nullnull nullesign of nulloints a
31、nd nullointing in building nullonstrunulltion null nulluideBS 8298-1:2010null Code of pranulltinulle for the design and installation of natural stone nullladding and lining null nullart 1null nulleneralBS nullN 1991 nullall partsnullnull nulluronullode 1 null nullnulltions on strunulltures BS nullN
32、1991-1-nullnull nulluronullode 1 null nullnulltions on strunulltures null nullart 1null nulleneral anulltions null nullind anulltionsBS nullN 12nullnull2null Natural stone test nullethods null nulleternullination of nullenullural strength under nullonnullentrated loadBS nullN 1null1null1null Natural
33、 stone test nullethods null nulleternullination of nullenullural strength under nullonstant nullonullentBS nullN 1nullnullnullnullnull Natural stone test nullethods null nulleternullination of the breaking load at donullel holeBS nullN ISnull nullnull0null-1null nullenullhaninullal properties of nul
34、lorrosionnullresistant stainless steel fasteners null nullart 1null nulloltsnull snullrenulls and studsBS nullN ISnull 11null00null nulluilding nullonstrunulltion null nullointing produnullts nullClassinullnullation and renulluirenullents for sealantsnull nullerms and denullnitionsnullor the pnullrp
35、oses onull this part onull BS 8298null the ternulls and denullnitions ginullen in BS 8298-1 applynullBS 8298-2:20102 null null BSI 2010BRITISH STANDARDnull nullhicnullness of stonenullnull1 nulleneralThe thicnullness onull stone nullother than sonullnullt stonesnull selected nullor nullse shonullld
36、nulle: anull deternullined nully strnullctnullral calcnulllation or pernullornullance testing to estanulllish the properties onull the stone nullparticnulllarly the nullenullnullral strength and the nullreanulling load at donullelnullnull ornullnull in accordance nullith Annenull Anull inull it is a
37、greed that anull is not appropriatenullNnullTnull 1 The renulluired thinullkness depends on the properties of the stone nullpartinullularly nullenullural strengthnullnull the panel sinullenull the inullposed loads and the nullnulling systenullnull nullt is also nenullessary to nullonsider both the n
38、ullenullural strength of the panel betnulleen nullnulling points and the failure load at the nullnulling pointnullThese are then nullonullpared to the enullpenullted lateral nullind loads and nullertinullal dead loadsnullNnullTnull 2 nullinullen that there are a nunullber of nullariables and that th
39、e designer nullan start nullith any of thesenull the pronulless by nullhinullh all of the paranulleters are deternullined is potentially nullery nullonullplenullnull nulln order to produnulle a sinullplinulled snullhenullenull it is assunulled that under nornullal nullirnullunullstannulles tnullo nu
40、llariables are likely to be knonullnnull the stone type null4.2null and the panel dinullensions and thinullkness null4.3nullnullnullnull2 nullnonulln stone typeIt is essential that the recent technical data are onulltained nullor the stone nullresnulllts nullronull sanullples collected nullronull th
41、e sanulle nullednullnullnullarry nullithin the last tnullo years are considered to nulle recentnullnull In particnulllarnull the nullenullnullral strength and the resistance onull the nullnullings to lateral loads shonullld nulle docnullnullentednull Additionallynull innullornullation on the linulle
42、ly lateral loads shonullld nulle either calcnulllated nullsing the nullethods and nullactors ginullen in BS nullN 1991-1-null or denullned nullsing the classinullcation in Tanullle 1nullNnullTnull nullt nullan be benenullnullial to nullienull past renullords to build up a pinullture of the stonenull
43、s perfornullannulle and to nullonullpare its potential perfornullannulle on site nullith the test data pronullided by the produnullt suppliernullTanullle 1 Classinullcation of nullind load ennullironments in the nullnullClass nulloadNnullnull-2Brief descriptionnullonull 1 null00 A sheltered ennullir
44、onnullent snullch as the lonuller nulloors onull a nullnullilding in a central nullrnullan areanull enullgnull nullentral nullanchesternulledinullnull 2 2null0 An enullposed ennullironnullent snullch as the higher nulloors onull a tall nullnullilding or a nullore enullposed locationnull enullgnull n
45、ullanary nullharnullnull nullondonHigh null 000 An enullposed ennullironnullent snullch as a coastal locationnull BSI 2010 null nullBS 8298-2:2010BRITISH STANDARDnullnullnull nullnonulln panel dimensions and thicnullnessnullnullnullnull1 nulleneralnullhere the panel dinullensions and thicnullness ar
46、e nullnonullnnull Tanullle 2null Tanullle nullnullTanullle null and Tanullle null shonullld nulle nullsed to deternulline the nullininullnullnull nullalnulles nullor the nullenullnullral strength nullsee nullnullnullnull2null and the strength aronullnd the nullnulling nullsee nullnullnullnullnullnul
47、lnull These nullalnulles can then nulle nullsed in the specinullcation nullor the stonenullornullnullnullnullnullnullnullnullnullnull nullanel dinullensionsnull 900 nullnull null 600 nullnullnull nullanel thinullknessnull 50 nullnullnull nullinulling systenullnull donullels in the short sidesnull nu
48、llonullationnull high nullind load ennullironnullentnull nullininullunull nullenullural strengthnull 4null37 nullnullanull nullininullunull strength around the nullnullingsnull 3 600 Nnullnullnullnull2 nulllenullural strengthThe nullenullnullral strength nullin nullnullanull shonullld nulle deternul
49、lined in accordance nullith BS nullN 12nullnull2 or BS nullN 1null1null1 and shonullld nulle not less than that shonulln in Tanullle 2null Tanullle null or Tanullle nullnull as relenullant to the greatest panel span and thicnullnessnull nullet testing shonullld also nulle renullnullested in accordance nullith BS nullN 12nullnull2null BS nullN 1null1null1 or BS nullN 1nullnullnullnullnull as appropriate nullith the sanullples soanulled in potanullle nullater at 22null null 2null null nullor null8 honullrs prior to strength testingnullNnullTnull 1 nulllenullural strength is the nullean nulla
