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Il 1génie civil
J.-M. DestracD. Lefaivrey. Maldent
S. Vila
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1.. CoIlecllOll 1AC.~lliel •
Il. , ~~•'-
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-Préface
Chez le même éditeur
Progiciel MELBA 98José Ouin
Génie civil - Dessin de bâtimentC. Blanchet, J. Blouin
Mémotech Génie énergétiqueP. Dai Zotto. J.-M. Larre, A. Merlet, L Picau
Béton armé aux etats limit esscion l'additif du BAEL 91JoséOvin
Dans le domaine du Génie civil - comme en bien d'autres domaines l'assistance par ordinateurest chose courante. Cela a permis et permettra encoreune amélioration considérable des moyens de tabricatlcn et mise en œuvre, ainsiqu'un accroissement de 1<'1 qualité des constructions et ouvrages d'art. Ce recoursaux moyens informatiques place le Génie civil parmi les branches technologiquesqui ont le plusévoluéces dernières décennies.
Cependant, les besoins en " banques de données papier »n'ont jamais étéaussi grands. Nonnes, règlements, formulaires, catalogues... autant de documentséparpillés, souvent hors de portée lorsqu'li le faudrait, et de consultation malaisée.
Larédaction d'unMémotech Génie civils'imposait donc. Être aussi completque possible et constituer une véritable banque de données destinée à fournir entemps réel tous lesrenseignements nécessaires à la conception et à la réalisationd'une constructionou d'un ouvrage d'art- et à quelque niveau quece soit - telleséta ient les exigences qui, avec ce Mémotech, ont été atteintes.
Rédigé avec méthode et clarté, abondamment illustré, cet ouvrage contientles extraits de normes, de règlements techniques et de sécurité, les solutions
':".. constructives les plus courantes, les caractéristiques techniques et les formulesindispensables dans les domaines du bâtiment (gros œuvre et second œuvre) etdes travaux publics, le tout judicieusement classé.
Remercions tout d'abord Monsieur l'Inspecteur général CANTAREL,responsable de l'enseignement du Génie civilau seindu groupeSTIde l'Inspectiongénérale de l'Éducation nationale pour le choix judicieux qu'il fit en nous diriqeantvers le Lycée Cantau d'Anglet et son Chef des travaux, M. MORTALENA, qu'ilconvient de remercier chaleureusement pour son concours et son aide logistiqueinestimable,
Remercions et félicitons enfin les auteurs, J ,~M . DE8TRAC, D. LEFAIVRE,Y. MALDENTet S. VI LA, Professeurs agrégésde Génie civil, dont les compétencesprofessionnelles et pédagogiques sont reconnues de tous, pour la qualité de cetouvrage remarquable qui enrichit la bibliographie de l'Enseignement technique.
':..
l ~ 1"\10 'l ui 1'11'''0 ci-conu e n, é d!" ur", expl ioatio n. So n oll je l ",t d 'ilh' f1er10 I"" ,"u' , ur la "'Mace <)@mp,e ,e" le pou. l'.,v,,ni[ <le' l '~cr i t , loul p.'[i.çu li.re mnnl o"n s I ~ doma ine d~ l'en ,oi gnemenl, le d;,v e l <>p pcm~n t masoi!du ~hol"copl l l.~ ~.
L~ cod~ d~ la prOP" "I '; inlaliaclu ~lIa d" 1"' juillel 1992 ;"la rdl, en e ff~t
e,p,e"ümnnl l, pbuloOOpio li LJ<a g~ oûl l~c1if "', ,. .u'o"'"['on dc, "Y"'''.d, ,, i's . Or. c~nc p,al ique s'esl g" n ,; ,~ l i'"e dan s le, élablisse menls seoj,.i, es. p,ovoqu a n' unc bais",' ~r"t o le de, "c!lal< ,j" IM" O. oLJ ~"inl ~LJn 1••po,~, hi l ila m~ma l'''''' 1". 8" I~ L "s <1e çr~e' <la. "" "V,~ S nnnvclics el de 'eofoire cd il'" cor<oclun lunl esl duj"", ,j' hu; monncee.N",,,, rHppelnns <1onc Q"c Iou le ,"p," d"c lion, pmli"lIe ou 101,,1~ , du p 'é sen t 01'''''0" eSI Int ~,d i!a snns aUlorisa lion ' le l'au!cLJ', <le 50n ed ileu, Ou,lu e~nt 'e f' "n ça is d 'e x~ l uil"li o" du ,1"';1<ia coole lue , 20 roe des G'a nds A"\lll' ti"s , 7WD6 P. , is l.
Mécanique des structuresJoséOuin
Transferts thermiques -...José Ovin
uPHOTOCOPILlAGE
TUELE L1 VRF
DANGER
®
Granul<'ffs, sols, ciments et bétonsCaractérisation des matériaux de génie civilpar les essais de laboratoire
R. Dupain, R. Lancton. J.-C. Saint-Arroman
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1-I S B,N. : 2-7135-1643·91.5,S.N. : 098!H024
tl f d il iOl<5 GAST[ ILLA - 25 H'" MOfl.ge _ 75005 PARIS - 1996
ToulP rep-ooccno c , i n t~g rale ou rartiolle , talle san s le consenteme nt do l'autel" ou de ses ayants droits ,'~J "yant, C~lJ5<:, est illi"ile lloi n u 11 mars ' 957, aliné. , ,, de l'~rl irl'' 40). cene rPpresenf~lion 011 repo d' IC hO'l, p<uquûlqua procéo è qLWCc so,l, ~onsf iluer;l i l U'le contreta çcn sa rcucroë e par Ics m1icles 4?~
"t s! l iY~nls till Cod" pena l.1. " loi du 11 "'arS 1957 n'autorisp, aux te rres dûS a l;ne., 2 et 3 de l'article 4 l , que H>s copies ou rèp<o.d l k:tion~ ',1'''' '' '''' ''111réservoos il ru~age pnvé dl! copere et Mn destinée~ il One ut i lis~:;o" coIll'C\ivild 'urmpa,!, "l , d' autre pu,t , 'l LlP us ana lyses el les coo' ~es c itation. dans un but d 'exemp 'e et d ' i ll u~ l'dicn.
A. CA.PLlEZInspecteur général honoraire
de l'Éducation nationale
ur
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(\( NII:CIVIl.
TABLE DES MATIÈRES1 TRAVAUX DE TERRASSEMENT••••••••••1 7 ÉTANCHÉITÉ DES,1 TFRRASSEMENTSROUTIERS...,........,....... ,..1 TOITURES·TERRASSES ...... .... ... . ...115
1.:' BLINDAGE DES FOUil lES ........" ....................7 7.1 CONSTITUTIONI:l TRAITEMENT DES VENUES D'EAU.................9 D'UNETOITURE-TERRASSE ...,......." ..........115
" EXPLOSIFS ...., .., ......., ........................,........ .12 7.2 CLASSIFICATION1.:, AMÈlIORATION DES SOLS DES TOITURES-TERRASSES........ ...,.........,115
DE FONDATION.." ....." ........... ... " ..... " ..... ....18 7.3 PARE·VAPEUR ........" ........,...... ,',....." .........,1161 1; GÈOTEXTILESET GÉOMEM8RANES... .......19 7.4 ISOLATION THERMIQUE .., ... ... ,.. ,.. ." .. .. .... .117
1/ ENGINSDETERRASSEMENT. ......................26 75 PROTECTIONS.........................,...................118
FONDATIONS7.6 R€VËTEMENTSO'ÉTANCHÉITÉ ......,........" ,119a 7.7 CLASSEMENT HT .,....... ,' ,...... ,................,,,129
OUVRAGES DE SOUTÈNEMENT ••••••2 7 7.8 QUELQUES SINGULARITÈS:' 1 roNDATIQNS SUPERFICIEl lES .......,...........27 ET DISPOSrTlONSCONSTRUCTIVES .........130:'.:' FONDATIONSPROFQNDES.................,........,32:' .J OUVRAGES DESOUTÈNEMENTRIGIDES....41 8 CLOISONS••••••••••••••••••••••••••••••••••••••1 3 5
:' .4 PAROIS..............." .........................................,46 8.1 CLOISONS EN ÉLÉMENTS
" TIRANTS...............,.......,.................................,52 HOURDÉS OU COLLÉS .................., ......... ..135..":'.6 INJECTIONS ,........,............." ......... ...." ..........54 82 CLOISONS EN ÈLÊMENTS
DEHAUTEUR D'ETAGE ....,......,......,........,...1393 PORTEURS VERTICAUX •••••••••••••••••••59 8.3 COMPLEXES ISOLANTS ..........143.." ..... , .......:u MURS EN MAÇONNERIE ........... ......" .. .. .....59
PLAF ONDS.... .. ...... .... ... .... ..... ..... ....14 5:l.2 DISPOSI1IONSCONSTRUCTIVES 9
MINIMAl.ES.......... ......,......... 66 · 9.1 PLAFONDSSUSPENDUS ................" ........,,145............... ........:1 J MURS EN BETON BANCHÉ.............. , ........70 9.2 AUTRES TYPES DE PLAFONDS.,...." ..........151
, PLANCHERS ET DALLAGES ...... . ... ..7 2 10 MENUISERIES OU BÂTIM ENT •••.••••152
" PU'J1( HEflS À rREDAll ES......" ..................72 10.1 PR INCIPALESCODIFiCAT IONS
1 " DALLEPLEINE EN BÉTON ARMÉ ..75 DESPRODUITS.. ..... ................. 152, ..............MATÉRIAUX UTIliSÉS....,....0 PLANCHERS À POUTRELLES 10.2 ,...... ,......,.........153
ETENTREVOUS.... ...75 10.3 SPÉCIFICATIONS COMMUNES.. . .... .....--........ ..........4.' PLANCHERS rPoÉFABfllQUÉS ." .......78
AUX OUVRAGES 01:, MENUISERIE... . .. ...154...." .....MI:;NUISERIES EXTÈRIEURES ......
~ .5 PLANCHERS COUAflORANTS..." ,. ..,,81 10,4 .. .. .........158
~ .f) PIANCHH-lS !:lOIS ......... ... .......... . ,........ . ,,,....!l3 10,5 MENUISERIES INTÉRIEUI1( S .....,................163
, 1 OALLAGES .......... " .....,...................., .... .. .. .. ...84 11 DARDAGES ET VÊTURES... .... ..... ...164
5 CHARPENTES EN BOIS ... ..... ...... .....85 11.1 OEFINITIONS ETCLIISSfMENT..._. . . .......164
~ ) 1 (;HM-lPt'NT"'S 1RAOllIONNr-llI:S .............,,!l611,2 BARDAGES ... .. . . . . . . . . .... ........ , ..... ,. ...." ....... 164
" CHfIIll'l:NTES INDUSTflIAlIStES ,......," .......89 11.3 VËTURES .......,',................,...........................168"" J Cl lAflPCNTCS EN DOIS LAM ELle COLLÉ...,91 12 ESCALIE RS ET ASCENSEURS •••••••16 9
6 CoUVeRTUnI:S •••.••••••••••••••••••••••••••.•93 12.1 ESCAUERS ......." ........" .....,,,........................l G9
" 1 COliVerm !RES EN ARDOiSES.,...... "JI:I12.2 ASCENSEuns ...........,.............,.....,.........,....176
" .. ....li ,? (;(Jl IVI'HI (IHt::.-- r-N lIJII .I:S f'LATI:S. .. ........!I!I " ISOLATI ON r HERM IQUE ..... ...... .... .1811..:1 (;( JI IVt Hlt lH!-BfoN HJII es A 13.1 NOTIONS DE OAS( ......" ..........,....... ,...........181
lMII()II I MI·NI ... . .... ..... ,...... . ,...... ...... ... ,.... 102 13.2 PrrlFOI'\MANCCS CERTlf IEES.......,............181h ·l cc 111V1 W U!!!::!;; ioN TUILES " CANAL" ." ..106 13.3 ZONES CLIMATIQUES .. ......... , ........" .... .". 1821; ' , ( ;j JI !VI !11 1Ines ( N nAflDEAUX 13.4 ISOLATIONTHERMIQUE DESPAROIS
1 I I II IM I'~ .... " ... .. .. ... .. .. , .. ..... .,............110 VERTICALES ........,,, ....., , ....., , ....,, ... .., .. ..." .18210.1. ( :! II IVI I I I I IIH..:; LN l' LAo urs ... " ..... .. "....112 t 1.5 ISOLATION THERMIQUE DES PAROISl i ( I ;{ )INI 1( I lIl! l ~ ; 1N 1HIll u s El HORIZONTALES ....... .... .,............ ....,........,185
HANll l :-i ... .. ." .......... .........................114 13,6 ISOLATION THERMIQUEDES COMBLES ...187
rv
TAil l E DES MATIERES
" CHAUFFAGE .. .... ..... ...... ...... ....... .... 1 9 1 2 1 PEINTURES ET REViÈTEMENTS••••.25814.1 PRODUCTION DECHALEUR ...... .. ...... ..... ,191 21. 1 PEINTURES .................. ....... ............ ......... .25814.2 ÉMISSION DE CHALEUR ..........,............" ....204 21.2 PRODUITS DE PROTECTION14.3 DiSTRIBUTION.......,................... ..... ........ ....210 ETDEOÈCORATlON DU BOIS ..........." ......259
PLOM BERIE ET SANITAIRE •••••••••••2 1 121.3 PRINCIPAUX ENDUiTS.... ..... ........ .... .. " ....260
15 21.4 REVÉT'EMENTS DESOL ................... ,..........26115.1 DISTRIBUTION O'EAU CHAUDE 21.5 REVÊTEMENTS DEMURS .......,........,.........264
ET EAU FROIDE......" ...............,................ ...211VOIRIE ET RÉSEAUX DIVERS ••••••••26 615.2 PRODUCTION D'EAU CHAUDE 2 2
SANITAIRE ...." ......, .................. " .. ... ........... .214 22.1 VOIRIE..........,....................." ......,.....,',........,,266
15.3 ÉVACUATION DES EAUX 22.2 ASSAINISSEMENT.............. ....... ,..................277
USÉES............ ..............,',....... ,',........ ,', ....... ,215 22.3 ' RESEAUX D'ADDUCTION D'EAU,...." " ........286
15.4 ÉVACUATION DESEAUX 22.4 RÈSEAUXSECS ................,......" ......,.........,,289
PLUVIALES ..... .......... .. ..... ..." ,.........." .......217 23 ROUTES•••••••••••••••••••••••••••••••••••••••••2 9 0
16 ÉLECTRICITÉ 23 ,1 CATÉGORIES DE ROUTES" .. ... " .. ..............290DANS LES BÂTIMENTS 23 2 STRUCTURETYPE............ ... .. ..... " ............291D'HABITATI ON..... ... ..... ... ..... ..... ..... .220 23.3 PROFIL ENTRAVERS TYPE............,.........,..291
23.4 PARAMËTRES17 ISOLATION ACOUSTIQUE .... .. ....... .227 DES PROJETS ROUTIERS........ .. .. .. ..... .....29217.1 NOTIONS ÉLÉMENTAIRES 23.5 PRODUITS....". ................, .............., ....... ....296
ETDÉFINITIONS " ,......" ....... ," ,........ ," " .......227 23.6 MISEEN ŒUVRE.." ... ......, ...... ....... .......,...29717.2 RÉGLEMENTATIONACOUSTIQUE.... ."......229 23.7 ENGINS ROUTIERS ......................................29717.3 SOLUTIONS D'ISOLATION 23.8 ÉVACUATION DES EAUX
AUX BRUITS AÉRIENS " ..... ..,.,......... .,......231 DERUISSELLEMENT. .... ................ ......... ,,298
17.4 SOLUTIONS D'ISOLATION '. 2• OUVRAGES DE TRAVAUXAUX BRUITSD'IMPACT ,........,,,...............,..235 PUBlICS .................. .... ....... . ....... ...2 9 9
17,5 SOLUTIONS r OUR LA CORRECTIONf> r-OIJSTIOUE" ...235
24.1 PONTS ..,.................,"' ,............ ,.....,..,........ ,29924.2 TUNNELS........,........,",.............." ....,..........,,;J22
18 AÉRATIO N ET VENTILATION 24.3 BARRAGESEN TERRE ... .,,,..... ,...... ,,........,,335DES l OGEMENTS....... . ............. .....236 24.4 OUVRAGES MARITIMES..... ,...... ,............. ..340
18,1 m' BITSA EXTRAIRE ......,",........,.............,...2362 ' CONSTRUCTION MÉTAlliOUE ••••••3 4 5
18.2 V!::NTILA Tlor~ NATURELLE." ..... " ...... ..", ...236 25,1 VOCABULAIRE............,,,......,.......................34518.3 VENTILATION MÉCANIQUE
25.2 DETAILSD'OSSATURE .,......................." ......:J46CONTR6lÉE ...., .....,. ........, ........., ....... .......238
25.3 CLOS ETCOUVERT ......,............,.................347
19 ASSAINISSEMENT ..... ....... . ....... ... ..2 43 2 ' CHARGES •••••••••••.•••••.•••••••••••.••••..••35 019.1 t'AUXA EVACUER............." ......,',............ ,...243 26.1 CHARGESPERMANENTES..... .....;J50. .. .. --".19.2 ASSAINISSEMENT AUTONOME..................243 <'6.2 CHARGES 0 'EXPLOITAT10N" ............" ........35319.3 ASSAINISSEMENT COLLECTIF..,................2~8 26.3 LOI DEDÉGRESSION
20 PRÉVENTION INCENDIE ••••••••••••••••2 49 DES CHARGES..............,.............,................355
20.1 ClASSlrlC ATION2G.4 CHAnCES DUES À LANEIGE......................356
DES MATÉRIAUX......,,,......, .........,',.............24926.5 CHARGES DUES AUv[NT.. ............... .......358
2U.2 CLASSEMENT 2 7 STATIOUE•••••••••••••••••••••••••••••••••••••••362OES RÂTIMENTS O·HABITATION. .. .......,..<'50 27.1 RAPPELS ." ........ ,..........." ......................,......362
;>0.3 STRUCTURF ............., ...................,', .......... 251 27.2 ÉQUILIBRE STATIQU[ DANS UN PLAN .......3622U,4 HECOUPI:MI:Nl S VER] ICAUX ...................252 27 .3 LIAISONS USUEl.LES20 .5 FAÇADES .............................." ........" ..........,252 ISOSTATICITÉ.... ...... .......... ...... .. .. ...............36420.6 COUVeRTURES ................... ..,.........,',.........254 27.4 CENTRE OE GRAVITÉ20.7 ISOLATION INTÉRIEURE........" ....... .." ..... .,254 MOMENT STATIQUE .......... ,......... ..,...." ..... ..36520.8 ESCAUERS .....,.. ... ,,, ......................,........... ,255 27.5 INERTIE20.9 GAINES ET CONDUITS"l'....... ..,........ ,.........256 MOMENTQUADRATIQUE ,.....,....." .............366
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Les extraits de normes son t reprodu its avec t'autori sat ion de l 'A f NOR.
Seules fonl loi les normes originales dans leur édition 13 plus récente .
..•
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TAillE DES MATIÈRES
28 CIN~MATIQUE ET DYNAMI QUE •••••36 7
:>11. 1 CINtMATIOUE 367;'11.2 (JYNAMIQUE ..._.......•....................................368
29 RESISTANCE DES MATÉRIAUX••••••36Q
:~u f-VALUATIONDESSOLLlCITAT10NS 369: ~l :' CALCUL DES CONTRAINTES NORMALES
USUELlES 371zs.a CAlCUlOfS CONTRAINTES
TANGENTES... ........••••••••.•.•.••••...••..• . 371:-'9.4 CALCUL OES DËFORMATIONS 372:~ l.~ M~WODE DE RÉSOLUTION
DES SYSTËMES HYPERSTATIQUES 373
30 THERMI QUE•••••••••••••••••••••••••••••••••••37930 1 CALCUl DES DEPEROITIONS 379:10.2 HÉGLEMENTATION 391
3 1 M~CANIQUE DES SOLS 39 2:11.\ HYDRAUl lOUE OE5SOLS 392312 CONSOlIDATION ETTASSfMENTS 394:11.3 POUSSÉE ET BUTÉE DESTERRES .400
3 1.4 CISAILLEMENT DES SOLS , , .4033\,5 PORTANCE OES SOLS 404
3 1.6 OUVRAGES DE SOUTFNE""ENT .407
32 BÉTON ARM É •••••••••••••••••••••••••••••••.4 1132.\ NOTATION-CARACTÉRISTIOUES
nr.sCONSTITUANTSDU B.A " .4 11:l;'.:! FONDATiONS SUPlRFICIEllF S 41432.3 POl EAUXsoucrrss
EN COMPRESSION CENTRtE•.... .....•...... ..415:l". ~ TIRANTS SOlLICITÉS
r N TRACTION CENTRÉE , .417:1:", l'OlIl AFS SOLlIClttES
1N f 1[XION SIMPlE .417:1;' 1, snUICOAT!ONSDESOALlES
1N A11MATURES MINiMAlES .421:1:'; Cl lMlll NAISONScscnœe
I ll :; l 'I ANCIIERS ETDESPOUTRES .........423 .:\:' .Il MI' Il Il ors SIMPLIFIÉES
Ill' ("./\l.CUl [lES PI ANCHERS .424
33 n t GlES DE CALCUL(lis ll ' I ••......... ..•_••..••••.•••••••••••••••••••••427
J 4 SYSTÈME rNTEUNATIONIILO'UNITÉS (51)•••••••••••••••••••••••••••••••••428
3535.13523~.3
3'06.'
36.206.3
06.'06.5
3737.1
37.237.337.437.5
37.637.737.6
38
06.'06.2363
06.'06.5
06.'
3.39.139.239.3
FDRM ULAI RE•••••••••••••••••••••••••••••••••4 29SURfACES ET VOl UMES••••••••..............•.....429
MOMENTS QUADflATIClUES................•..•.••.430SOLLICITATIONS ET DEH)RMAnONSDESrouTRES OROIl I"S .431
L'ENTREPRISE ETl 'ACTE DE CD NSTRU IRE 435MODES O'INH:RIIEN1lONDESENTREPRlSéS••.•••••.....••••••••••.... ..........435
CONSULTAOON OES ENTHH>HISES ..436NOTIONS GÉNf RAU:S SUR LESMARCHÉS DE TRAVAUX PUOUCS 437INTEFM:.NANTS DE LA CONSTRUCTION ...437OÉROULEMF.NT D"UNE OPÉRATION DECONSTRUCTION ,438
ÉLÉMENTS D'~TUDE DE PAIX ..... .440CORRESPONDANCE ENTREl LS TRAVAUX ETLEUR ESTlMATION•••••••••.•_ _ 440coor DE RCVlE NT .4-WCOÛTDE PROOUCTION " ,,, ..44 1
PRIX DEVENTE , 441
NOTIONS RELATIVES AUX MARGESENTRE COÛT DE klVlf NTET PRIX DEVENTE _ 441
PRINCIPE DUSOUS-DÉTAIL DEPflIX .442DEVIS QUANTITATIF ESTIMATIF .445VARIAT IQN DES PHIX 446
ESSAIS DE LABORATOJRE 447GRANULATS ET SOLS 447
llANTS HYDRAUUOUES .457LIANTS HYDROCARBONÉS .458EMULSIONS DE BJTUMES .460BETONS.....................................••..•.._ 460ENROBÊS ....•.•.........•••.•••.......•..•••••....•....•_ 463
TOPOGRAPHIE••••••••••••••••••••••••••••,•.466PLAN TOPOGRAPHIQUE .466
RELEVÉS PlANIMÊTRIOUES .467RflEVÊS ALTIMtrRlOUES.......•••................466
INDEX .469R~PfRTOIRE D[ S ORGANISMESETFABRICANTS .472
1 TRAVAUX DE TERRASSEMENT1.1 TERRASSEMENTS ROUTIERS /11
• PARAMÈTRES RETENUS POURLA ClASSlnCAn ON OES SOLSVl'Iirég.1Ioo){'f11chnp,trc 38 • Essais de laboratoire •.
• Paramè tres de n,l tufll • Pummètre d' ~tat • P,'l r ::Jmoh Ol ~ l'll! l'".ompor\l.'rmmt
CUSSIf1CATKlN- la graouloritc: le 0.-. - l'élalllès humide (th) mK 3nîque
' ES SO<S- l'argilosné : l'inl1iœ - l'etaI tunde Ih) - Coe~lCiMllo&!IrIgnIfls IlAI
te""'" de pasrcuë l~- l'étal d 'humidlté (Nr r 18-573)
er sous- - la valeur 110 hIwmoyenne (m) ~ coe ltK:ienl micro-()@valeopro·
CLASSES) oe méthylène VOS- l'élat sec l~) scnce c'eou (MW (Nrp HI·572)- t'état très sec (IS) - ccenceot de hiil bihlé des sables
(fS) (NF P 18-57fl}
• SOLSf iNS (CLASSE A, SOLSf INS)
Clusemenl selon la nature Classementsalon l'élul hydriqllf!Para",ll~ ...- """"'~lle_ ........ '"
-~Ca'ac1..... p-'ni: ,*",
._~ -~ca\Ion' ,,~ ....- -,.
" -, ces_~_Oo~ po..-"'"",," W'I ~ 3 cu -,.u.....~
_ "'_en ....'"~~ .... VI"esl W" ~I25 WQlW
plasttquM. procfle de W""". Le!Mlpl!ll' IéactiOtllU< vMia,.... ",r...3 <1Pl~6ou
VBS ~ 2.S lœss, , llIS ~ hy<l<\QUl> et climatiquee.t 1Nj",""""" c<l<Jrt,1.1O W(Jl!l<~ W"< 1,25 W""" -,"- ....... oormlla_ pouvanl var'"........ 1a9'& limites
w -- sMIrIIl~. la pl3.'<1iOIé et Il c:on~. Ir terrpS 6 < !Ph 25 cu.. ~ 12
• -,-.. ~,.,.
de rMc:toIJ*'Ib.I do _ •__:~ o..s o., w"" ~ W.< 1.10WQlW
....- "CM ""_ _ ...peu~' ''' ....-IW".......
~-Of.-....~ Il'-Of t>Ial Of~ws. o,1 W.-~ W.< OJ W....
-"«- wm~~l",," de ~é<:i!.lon.~.10""""ft "" n,. W. <Ol W""" AM
l . car....'èra~ Ces ..... de ce,l. ''''''-tlA5SO lail Q\I'1ls 'PI~ 2 00 le ~ 0.9 (lU -,-~ '" proItent • rf<t\?IOI '" .. pila fII90 lII""""I If OUI" <l< lOf· W. ~ I.3 W....
11 < "
_.. _I!l ll _ ....... n·ost pao~....... ~ < IPI ~ ~cu 0.'< le S l .O!i-. DM_n,._œ._~l~.• (:Clft5!iUlr~ CU 1.1 WQlW ~ W. < 1,3 W'J'O< '"'" - ~...-... ..,.,..~ < f'l ~ 15 CU 1.t6 < li: ~ 1,2
W_ri
"""'- 2.~ < V8 wO.9W"",,~ W"< 1.1 W"""~~~
, ~~ s epIao\iQ~
' .2 < k: ~ 1 ,4 ou
- _ èna$. ..0,1 W_ ~ W. < 0,9 W....
~.
...... li: " 1.4 au ""',.:0.7 W"", ....
.~ ....
.". cer._!O't ...~ . ...... '" ... ".".......~ 1PI ~lauk 5o.eOU ...!;IIllIt. et cooIar>lI CU~. rélal t..-..de . a OJ~ ""'. ~1 .4 W'J'O<
25 < 1" -, "" .... "" .......... I<Jr<:1llOl"'(eI""~ ....~. 1 < IPI ~ 3 00 0.6 dl: ~ 1 W 1)
-"'\lilaS (JIlOi<eI W"",, 5W" < ',~WOf'H -..." ~.. l .... pe<1l'IéalMlilil 1<0. rédu/l. rond ...... 1 v..-i' lioftl "" 1""",,"
W """'lrfllenlfl. on pŒe.3< 1Pl~ 10au 1 < e s 1.15 au "',,<"" ~ \JrlI~""""_on-''''''' ~fSl
O.9 W"",~ \\'.< I,2 W"...--..~... ...,.... ""'" r:hrogor noIOIlloo'rw'I .....~ 1.15 < 1i:<I,3Du
0.7 W0"0I5 W. < 0,9W""", ...li: > 1.3 ou W, < O.lWOf'H ~"
~Co. l ois wn l t~1 rohMlntl ot P"'\<IU'lmf'<it'ni'al>iol6' •••• ",,\eu,. • ...., desparame!'''''
~-- ~ CIo 1........ _1:'l1li e.b.,_~ "~lOmi!'l1" C'tt..l , ' <101.,~. I ·awul d'....., > ~ - ...,~ f'l\I'JQW~ lu wnplaIon ...- ~w ~ au '" ca.d\t""1oImo n·fSl 'o".'.'~_"",.- ""!)il ...... 1 pooJl-"""-' ttr. _ • r.,.:lpUl<1_
~-~s\QJII..."""' 1tIId.... 1·1IflIIIII'""l~ ... lIeI_..,....... .-..-. ","
[ fOO' rw-dl""'lf<S..""II> lIi1 rw f>';ll).-", 11~ """ 1ceuxdool ltldd> esl ~ pt~.
1' 1 TUT'E~ i'(1'fWtS, II>(C l '-'>lJTCJlIIS' ''llN Ol l'~TfWJ(lN, IlES f"5Cf(lllS 1 ft 2 t>J0<...: '.CHI<IQIJE •III 0U$A1llIN Dt:1 .....~'>l'~~sDI: 1()OIt4 . C(ltl:ITt _ U t.CI'Cft li SOJIO.
VI)
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r es préda'l.... t';!'JI.1ntes I~.-niques sont fTIU"lies t'n sces-tece dl> c,tfêrenls types et écaesecesd ~n's. Dans cenans cas. ces isolants réccooent, para.'lêlemenl à l ' i:soIat>Or1 tt-=rmiquf!. àd'autres cntèes comme l'amélioration eccostœe el la cœtectco ocecce.
PLANCHER S À PRÉOALl ES
• CARACTÉRlsn QUESC'est U'Ie dalle~lituée d 'une plaq.Jede béton armé~ en place de 8 à20 cm rrèoesseœ~lla cotée.la rèalisat ion d'unedaI~ pleœ~e
la mise en place d ' lI'I coffrage SU' loute lasurtaœ W plancher.l es annatl.'"es $OfIl génétalemenl constituées de panneaux de Ire6s soudés.l es armanses~ sonI placeescens le sens de la PE : ~~ pœtée et esemaoes seccecnres sont placéesperopenlfocutairemenl (cI ...MtOflarmé· 32.6).
M'"EII ŒllVllE
PLANCHER S ET DALLAGES
tpa~ ~pIl " - Kp (1ag8$
" ,,- """" MM ~
~ oorowanl lOI.'" du OQUI""\' el i-.cerld'e "" mél'",,- ee~ 'CNI ..... ."",t.""~~, ~"" çm .....$C~101
i.œ rs 0 ,72 0.12
• 30 ' 18 1 , 1 ~ \ ,U Cwpo leu Oai""porl..... :
""" O.~
naa , . l'~'.~
,. ~·' ~ h 5"3 ·18 =, ~- <ler,solan! PM'" :6,70m
dalle do 18 cm _... " ...,- Fb a e- p<lfIW5e :,""
l l1àJh
2,16 '" .~ o.ae (caIwI$OTU) 6 . 12 . 18=150 24 ",,.n 1.51 ,.s .~ 0.•9 Fibra E l.I'IIOUl'- Porl'" , 6,10'"
l l"~ 3U 18 0,16 c,se-~-
' b1,12 0.91 s .r....., o.-daIoo <le18 = u:", FEU r u a E -"~,.... ." ." - ....3,10
_...do50k9'm2<le
,.~ tc c,'" ..'"""" l l1a a h _ --1_ ..... 1.\0 • •.œ ... ....."'"eaIIodo 18 =... • e.~ ." _...~ pc>tIfIl.U '
"" ~1':>1 s '.M c.~
1"' 3 h ........5.n .. 18cm
32.23 J'oI/IIr 6,51 m1____
1.11 • • n .... _OTIJ F....,-.,.14= ,-
4.2 DALLE PLEINE EN BÉTON ARMÉ
1
'.00....,~
7,11 111
f>o<1f.es limit es en appullibfl!(en mlfpillSW.a" pI;n:fWr .. ,,= ro= ,.= ,,=_.
c- ,.~ '" 2.13 '.00,- ..~ ..~ ." aœ,- .,. ,,. 5.91 5.61,- 1.22l11 .,,, 7,11 '1
TfllVée01t~ : 2 eoças l'_1s .f0Oéao 2,"9 2.2ll 2,1al N- 4,9l • .!Ol . 31
2 ..... 6.8Jtu 6.301 5.973i!1:o1 13(11 Cl 11,
2 _ 6.10(11 6,3ol 5.97 5.613/Us 1,73 111 Il , 7,71Ll1
Travée"" rNe : 1 el'leaStremant 50Oeta 2.•9 229 2,13 2.00, 00Ii •. 301 .,~ • .31 • .09
Le tableau de portées limites intèqre toutes les vèntlcatioos :phases provisoires, rexoo.effort tranchant dispensant les ecotores avec roc = 0,35MPa ct ûècre active(stockage court).Charges aoosqcées :• 100 + 250daNlm2 (bu reau~).
• Prèdaje de 5 cm, d'à 2 cm el 17 0 SIm.
fI! ~w"laU~so.r 3~
f2t :~ 0-1 BA: 6 QŒ#Ws <JIlIloy fIQI <JI4~"c.;r.IL_gr... .-I Ioo.dllIf~ ,...... dt6an~(/"WIJ"
_ ... IX· ....,. .... ,."IIlit ..._~~""."""
C'es t cne préd(li le da 5 cmc'èootsseœ et de 2,5 m de Iar!leur, dOflt\e pro fil de rive a étéspècialemeot étudié pour reveeser l'accrochage des prod uitsde trartenent de joint OU riveprécc osè.
L!l$eatcUs aont 'èaII9èslXri:Jrm(jmer~ auCPT~ ;l prédaIesdl! man; 1965. TITRE 1• PréCo'llrilllle par des 800fs da
or.-.:xn<...-rIe dl! O .f ou5 ffm.
• Tf8k ll10è de f\'lpIIrItIo1 lta1s.\IlJ'SIlIe aes eIIorts ncorporé.
• CItoctIllI5 de 1oII"9Et n:oporé&.• !l<'Ion dos/t de .fOO ;l (50~
de (PA • CEM. 52.5 R: ce (J.O
lbnII • :'811:"$ _ rè9ista'lœ
SI.Cltn!ue • 40 r.P.lIw6lt.JCSre·• Ms~ lt.J'tSl1'lne SAfE1.• Ca1kals ert léno"lls de St"1.1Cb9~ p<y kl CACÈS lXU" chacJ,M
- "'"""""" .• p<Y IlI l1bcrillore de rlSleJ'PB :
;l (;1\!QIll Idl.>ncalO"l
• .... IeCSTB~iC'Œ'
PRtllAlUSTAN[lI.IID
P.P.8.
••\;
• DAl lE DE COMPRESSION
Ëlle est réalisée en 001011 coulé enplace sur 1", cornpliiMl pout r!;II'.''' ·entrevous et présente une é flais~~xl'
cou rante da 4 à 5 cm. Ellc ost .mnéed'un treiitis soudé.
l'il béton arlllé
,,''''' BA+trlliAi:> rnétnllQ.le
• ENTHEVOUSLes enhCVOlI'l l''''lvnnl dl'! coffrage entre Il'11 oouncëes. ilspeuvcnll<llll on béton, en terre (;UitlJ, ou fin po lystyrène.L'('nt "Me des poutrelle s recevll flt l ~ ~l l'n truvOtJS varie de
60 ft fi5 cm suivant les fnDrit::",ts.La hauteur cos ~"lrovu<m peul varjer sulvam res ul ,hSalions de 6 cm (plnqu n m\i}.1hve) jusqu'à 25 crn pour dpsplanchers repren;]nt de rot es charges,
• POUTRELLES
1:"\tctoopréconl r;-.ifll
• CARACTÉRISTIQUESCes planctl\;f~ sœrt constitu 9S par des poutrellesct entrevous s:er.:<lnt 00 coffrage il LWI béton declavetage coulé en place. Ils sont très uüusès en cœstrccuoos IndIviduelles.
CONSTITUTIDN
D>'P1.ANCH[llS
4.3 PLANCHERS ÀPOUTRELLES ET ENTREVOUS
4 'l' <t,It,"' 1"""011lit'<
miQ~ on Dolyst~
~. Il'éOa'4fl PI'U
1 <i>Icœ CI.O" ~ .+-""""'" nl lJi'\ulI2.1* :1$ soudé t rlnté .... drt'!l du k:N3. rt!:<.1sli'_ :' !Il l) cm4 1X"d ' " I+'H ri. !J-l)·1\· 11l l ~ ' 1;>Cm
,
ISO 2G 0 ;00 tkltt.1rlli1
1 <1.* IIoII"",e lJp ~ r.m2, lrei!1S soudé &J drOit
'" "'":1 m"Ùi.'1 ,à .iio:~
,1 (1<>' ''.' tk' OO/''IJ'l.·~W1 l''l bl:lonz. tlololl",~C, a.1Ié I J dfOt1 o1t,lCW:1t:1 I b . ~~. ,Il< ' :' , ' Won'1 1" ,~I; ",I'I' H l~ h fi H tn œ I~ r:m
1:-10 ~~ l ,.. " fT"",..,1 • ,2
1:"'1' I :.;;~'-~ " ;:;.. ,:'?,r,'!,~','T.:::t.zt*f,::;...:-,~~;-", ;,+'li
.. " " ~ "; . ...;'•. -< " • " ." . " '~' ,
l~ =~.' ,' . '; .'~'::~!\~' :;-~- .)"'"--. z;rrar~ . .. , _
:1 4
l ,1"-1, ' •• , ''''1 w'''L:,",~ ' L~' bél0'l:', 1" >0'1< .• "H~ ' <J•• ,III~,' (t~1 11;,JCN11:l, l"""... ",,,,:'.:,:. l:'Wl4 1.. ' , ~ "'ll~I,~' hfiX IOUl l ;> UfT
l'llilJAll tTHrRMlfjllr
t'l'Il
1U;.SAl • • ,,, ,,
7475
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~.U"ll.ee
.... U'~'.'lcs._~:.,
K. 0,71 l , ~<
"". 1,00.0.32cr·-.ro '"
~. Q.''' OL<
' · IJ.ll ,.~.
"" ".N' l6.J1F>.o . "8111'1ri • '" .....
PLA NCH ERS ET DAL LAGES
(;bsWXQr'l!; rnsai de ré«:lil7l" k>u1 ~"Q UJ.JI'Il"Iw
Cespla-d>el' !iO'1I é<Jk..mt m.1ls,-• TABL EAU flÉCAPlTULATlF DES PLANCHERS PPB
Ru Hllwsl.J'U'l1t8'IroQ.1il6'l~"Cft,V MlK ~œlr~llJ..U;q,fl"" WJrrf."'C Cf
m H.n1'oY amlAMUi 6'1~~. ~LJILJ d=.(R! Ml IYl lffi l 00 .1"1(;1.........' hl.
""""'''".!
,,
Tteillis soudot s Tt3il ....-.t dM rivoM. , tMtance d'et;-..-m. ssc • rn • • (l.JIl. O.1I!;
Tr.OOUd· • P1Ir I\<I'..bJr" 5eftl nl,J/oJfaJ Appui cks pout..nel . 23 1',002.29. '.
3,5 .3.5.':iOO x 3CO pou lla'le W m .l)")'lfllJ~ 1:R}.oe.•• • DlrJs ....nu an:::ttl : ~4lI'lX! • '8$ Œ · ,'''' h .d9dl )(Jo &;~ --,de. il!'> and'~ lMIl; cu pIinllIe Woo Sl.I fflI (l'l rr$lI o:r.... 1rCU. 10 il 20 cm de "0" "'1aJq'40
erllla>& (1<lS ro;t\o\n:; do 00 cm r~ ImlrJI;':" de ~~...nll maille~1 pUs gr<nJetI~ 1lIl 1 • T'II ~ l'I1lMl parCOff<il{l(! WS' ~ SIl .... ~ do portlUl , IS04 [IDJ ISO ~3 L~
MISEl N tC<" i'x"s nooœ rX"T""1d!CIJk<i"O sq .(;tos 1'"'" , ,1<._ "1·. ' Poso so- ll"Il.< ease : ilflÇ'..i 1~OGS fi1i'JggioŒUVRE OLS • 0,"mm! 0\ l' ~.~ des [JOUl rtr!el'1 6 1'05& mlnirT''''' ' 5 cm 1 \6,0 5 'lu . ' liPLAI~CHERS a Bé loo d & ~1 dal~ .Am<lIoo évorIlllllAilrr'o>nr \CfIe. • Pt;&'l>I. DQ'->1re ' IlPI" mri- ( ~,-rilé t:o' rmn «n a.',"", •
a C t>aP&~U lite "" deI V\llrtlS Cl " (ol lie<;d'e9Cô"''1: "'li"': 7,5an . -'"Poole IlP'l?5le 1'CIis 9O\.llù. r Bloca ge de f êl aÎ UlS torta • Su nu lUl a-_ OU I!II cas ISO 24 '"• Entr~ isolants . (nfr_ dl' ur~. dar3!lll nllglM!re. poselU =.63 cm gt.néralemrn. l'S'U3><e ~10"9 - OJ esse dit~ - a-«; "' -esI de 60 an lh(lC les tlI1IllMlUI él.-nerc ; raw-J est~
~Q~~~ .~1
il secs1:lOlI frJr3ggkl Bllal :.s ôMlClIdft,1',0 . ,.....,(;J- .";'!"
~......
f>tANCII[RS il.POUTRELLES ET ENT REVOUS
L
-
---
....
77
XoO,~' 10.le
'''' 0"e' " ,11Œ."""" ~a.
x'O,~Hoe9
" • • 3.101 ' ,TQGI • ..-·l~
Œ, __~30
ec eLado~
ISO 26 011><1<>rlOlIante
~ o ll.w ~ ~.tE
""ol.liaIU'CI' . ,..,.-..... ..-.~ ...
CF. , ,,,.
K o Q.W.L O ,~1
"'.1.','" ','~
ISO ~
W
rsc r
"'"'"
rso eL12.VSLl6.VS
-- 1RlUIf_~
-~""" ..notL_""an",,!.
l es chevrons devnlf1t être alignés vertcaeJTIeOIIes uns ac-cesses~ aut fl!$ peu assurerune œscente (je d1arl}e cceecte.On s'assurera ooe bOOOO assise au sol .
Pose oo-nise
'-' <i:. _lIlIt,ée "1I!!JI!IIl 1ll• ''') , ~.. III'TU'I... aIS <f"«lU
,, "Tw œ ,ér1cr>'Jtm
" .... .....
• POSEComme polir les précaâes, les poutrelles cov ent être étayées au-delà de certaoes portées.l e nombrede files d'étais est donné par le fabricant sur le plan de calr>pin.'lge ces ocotrenee.
• S lOCKAGELes oorncêes seront stockées en appui suro-s Cfll!Vronsd'~ur êgaIe deposès perpendicul1iremeJlt à l'a_e des pottlrelles. ·ànlQoOS oe 2Q cm doo Ietn elClférnilk.
76
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PLANCHERS ET OALLAGES
• PLA NCHER rt, SYSTÈME PLA NOAL
Ce sont des éléments particulièrement bien adaptés pour des structures à couverture plane degrande portée ijusqu'à 26 01), et des planchers devant supporter des charges élevées. La largewstandard des éléments est de 2,50 m. On peut rajouter sur les éléments orètabrqo és une douecomplémentaire en béton armé,
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\;um !'.""1.~"I(l \ ,-1,400
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f' ---1orooO,~'lI 1'--- '--C.::.JO - r-oteeQ,M f-0,100 m.
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• AVANTAGES- Grandes portées possibles (18 à
20 m) pour des épaisseurs de plan"chers relativement faibles,
- Sous-face plane.- Très bon comportement au feu: en
règle générale, elleatteint 2 heures,Pour des charges de çrenoe importanceou cans le cas où Il est nécessaired'obtenir des ouvertures dans le plancher,0 11 peut utiliser la dalle alvéolée « typeB • avec ou il la place du • type A » .
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• CARACTERISnQUESCe 5001 des dalles en bètoo précontraint par armaturesadhérentes, présentant des alvéoles longitudinalespermettant d'aûèqer la structure. Elles pewent êtrecomptètèes ou non par unedalle couléeen œuvre.Le montage sans étai quasi systématique permet deréd uire les temps de réalisation.
Les ccvetaçes en belon fin réalisés entre les dallessont simples et rapides 1\ mettreen œuvre; le nombred' armatures complé mentaire s est très réduit.
Ces da lles sont surtout utilisée pour la couverture etles planch ers intc rrn éoiaires dans :
- les constructions industrielles.- les immeubles de bureau,
- les parkings, etc.
DALLEALVEOLEer,UInAU O. AEAES
4.4 PLANCHERS PRÉFABRIQUÉS
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78 79
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PLANCHERSET DALLAGES
4.5 PLANCHERSCOLLABORANTSt :CS p1al"'lChers , surtout ulillSés pourdes constructcos à st ructure porteuse métalhquc, sont roJS"I I.ll~ de bacs,. ;. n" associés à un plancl'ler eëteo.1es tscs acier dtts . collaborant' . se soœntoeot dans les 3ppbctlhons cœneues il I":),malu'e hasse du pI.'VIdlét1'\ 1 suffit de compléter le tee 1ICIl.'f tlOf ~l 1'.... '$ souda dl'll ,do, L'llCXInOlTlIol d'arm;l,tt.-II OSCIlle entre 3 et (, kg,j' 8CiE't' par mètre C31'l'l', loumih. e ,,1pœ-e
• c..ll acl .., , ~tKl"lf. • ( paiMeurs nomlni~s • LI'VC ur utile
- Tôlcd'!Dl'f nu...-o., C 3:iO O,7a l1Yllnu 0,85 l1Yll pI'lI" 0,15 m pour Cchstra 01 0.
- Unite el~liqoe qurlltl!1e (".nfr.u11a 40. 0.1:0"•., pol_ CoI,.)fJ.a 70.
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- f . 21 OOU c\aNh,. ,"/1UIn" Co/',lS' r.l 7O,
ASiro!..... a III COIl.nan.le,La ga/vani9lltion l."Jl comp ' <'lt'drlffl C('5 cpœs-eo-s 11UI. LOl"IflIlP.</l"S conseillMs en pose
0,04 mm Uame Gmà9m,
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~.J TlX..rF"'\5Tr, 40
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'" ~OOHlAS'o\ 70
Con~ommation de belo n (IIn1) et poids propre du plancher : 9 (ddN.'rrr-")
Epai5SElUf lotale du pjar>chcf , 9 " " i e ta .. rs te H " " ecc enen
Consommation " ac 90 '00 "" '" no ..0 "0 '" HO "" ' 90corws1RA40 -
f'okls propre '"" '" 232 ese '"" '" 328 '" 376 000 '" '" HO
COllwrmwion " "' ' 0' ,.. '" ,JO '" '54 ' 50 '"corwsras 70Po.J' pr"ll'~ '" 241 aee asa 3>, "0 '" '" '" 436
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-r PLANOlERS PRlFABRIQUÉS
• PLANCHER CAISSON . DALLA . , SYSTÈME PLANDALCe sont des él~ts en tonne de caiswn recevant un dallesupérieure. Lada/IIIsupérieure p!'!UI êtrë prelabriQuéeou ooulo'!een place sur coffrage perdu, Us sont unasés pourla couvertureen pente el peu ces portée, et oes cheçes moyemes dans IfscorlSt.uchoflS .-.duslrlE'lles essenhelemeol.
PlANCIiER&AISSON
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4.6 PLANCHERS BOIS
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. 201'62·97 31m~:K;1;2· 1 :? 48 9'..-1Ho1i2 -l11 sc 341' ;>(V62-U8 S93f1i641'1)'62-172 W311410/62·14A 168tO
:J2MWI. n 15 23'J.IG'* 97 191001:J2MWI·1I1 20 lo2l~1'n'2·97 :/8.,J1W6:·\22 J6 '~ 'J7OIll<.· 148 4.1219
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• Type pcutrës Nilil WebElles sont constsuèos de ,_ (jeux memb.uresen bois résineux du Nord,
cutti/orle Il,- une ou deux ômcs mètaüiqaes.eo tôe
moce 15I10)d'ocifOf galvanisé. Ces tôlessom eetcocëes de 20 mm il tcce dans tebois des membfUl"es.
&f<, , EJeff1Ilk~ désiqn.otlOn.," _......- ---.!IO,e J',
-~~r:~rIl est g~nl!'alem~ n l ccosutoède danes en panneaux dl! particules ou de parquet en bors.
• Type dalle plancher Rolidal
PLANCHERS ET DALLAGES "
EllesSOfllposées surchan! ô..eclement sur le mlJfou lespoutresP'1f1cipa1es_la portée maX!ffilJf11vane en fooction de la sectco. de l'essence du bois employée, des d\af\}eS apploquees el 00 lanècre maximale autorisée[portée courante: 4 a 5 ml. Leur espacenent es! lonct KKl d.. 1a"'lIuredu planCher Ml ployé el des Ch..1rg<lS qu'il supporte {espacemenl moyen: 30 il 60 l'ml
SOliVES.. aors
•E"I',,'''' ""'''''lU''' • C:..-actél'isliq...s dirMn,ionn~"..!~
ênna xes maximumadmissout...s en cmen lonç\ion des et.arg..:... rooecs el de Di~"'" F_ ..... """ ... C'" ,-.. -..".",-"", ..~ d'=-ÜJ9l' ~=
l'ép.lliS$elX œsœses p1anctl('tS selon~-
DTU51.3,_ _ CHI·S IN . l>.I ..
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SOllVfSlAMES
MlTAUIOUES
ces pIanctle<s som utilisés esseflt~ en tlabitat irldMâuel el en réhabdllahon dans le cas des p1anc:hefs il'~ en bois, et en COf$trucllOf1S nfustneAes egalemerot pou- jes~;'Iscees mixtes. Ils 50fIl ccœunés,le solives SIqXlflant un plancher,
82
PI.ANCHERS COLLABORANTS
• CHARGE D'EXPLOITATIONADMISSIBLE COFRASTA 40
(gl + Q)endaNlm2
flèche active .. L350
Pose f,lante avec é tai
l' J'• T l T -l,_ 0,75 1 ~ l_ O,f>5 > 4
Epaisseur total e d u plançhcr: d (en çm)
p<)Iw t _ 0.75 mm peu' l "o,es mmLm • s LO ta " rs re ta 20 e , ro ra " rs te re 20
,.~ '" "" .", n~ xea <>a7~ sœa 3~,8 "" '" œes ,~~ "'. ,~, sœc "~ ,~ ..~' .00 ". .., ,~, rse ' 851 cœ 2':;'; "~
?760 ". '" 'M' ,,% '0". 2119 nn zss "",.~ '"' '" ~. 1319 ,~ 'n> ..,' 2'11 nu '"' .n ~, 1319 'Oro 18'~ .~ . m. ,,~
' .00 ase '" '"l': .~, .... '612 le4' ~ ~ '" "',,~ ,,~ .,.. .'""" nn
"'" ,-= ~ .m "n "" .." .." ,., ... : ~ .,,,'~A .... "" 1913
". ~
I~.~ "" .,.> ,~ '''' "" '" na m. ,,,. .,., ,...... '" .n ... ..n , ~, ,~ ,,~ ", sœ '" ,~ ,,~ .e, 1~1~
'.00 ". ~ '" .. ,... 'm •• . :<0 '" 'M' .~, ,~,.. ,- ~, .n .., ~ ,~, '" "" 74: .., ,,~ .,,,,e .~ '"
~, ' M ees T: "" rn .m 1116,..'" '" esa rsa ... '" '" '"f'fI ()flLS • 00 JJ: _"" ...
'" '" "" .~ '" '"corl\AS1A ~,., ". _..
~, ,~• :","() .~ '" m-~- ~
(!Ilile)• CHARGE D'EXPLOITATION ADMISSIBLE COfRASTA 70
(\JI ~ ql lOI! daNlln~
l lilch" ar-tivc ,;,; L350 Pose filanle avec (,t;;i : 2 travées en service.
l' - T'f T l r
t 0,75 1 L
-'''',. 4
_1.00
É~""eur totale du pline~r : d fe" c m)---
1""" 1 _ U,l~ non ,." , ~
l m
" " 1:" " " '" " za " " " '.' i~~ -"- " " " "-"" "'" Hill-! n o ~~ 3 ' 1~ "" '''' "" ." ,... ,~, ; '4Ol ,~
_.4.\1 :..m "" >."
'00 ."~ 111 / 1~W l>'" '''' l aJ< 111011 ~; "" 10.'9 mo "",,~ 2!>3' - J ill ,~ ,~
CI.'.' !rit. ~ ~ 1113 , ~101 11.' /( ~':,.f; '"" ,." .. 10 ,19 1271 ,~ ,q,o~ ~I~ ~~ ~~I~ ~17!i
;1,'" (,.;; ' n' ~, '" ~ 1 3 ' 4 ,~ ' b:>! 1U>4 ~U;.4 :l'J~~ n,"~ '"' "00 "" I~i~ :'n6 "~76 m i
,1.UI1 ,~ ~,'6 ~? , ,~, 1.,,",' '4J I ,f"t 1110> ' '''~,œ /~1 "" '00' 1~2 t l?R 1 ~'6 ~ t-15 '"~" o ... ~'I!i lun .~ ,~o 1, 411 t ~ , ~ ,~ IWI ~;;
~"7tlv 11"'\ 1331 1 ~1 ) 1 ~ij 4 lan ;00'
~, :.o ~~8 ,~ '" 7 1 ~ ." 'M~ t:'1 7 IJ'lOl , ~n ~M ,. ~ 00' "J ~ ,~ ..~ W» 'UIV
". on <t. '" .. ." ,..117-1 IX'7 ",. ,.œ, ~, ' 1)4'1 l' ij/ .'" 14 /, ' 620~, 1'1 oon '" ." nt .œ ... lm .." ,~ ,,,
~ ,,)II;' Il!>' .". ..~,' ,.• 0 '" '" .. m '" .. '" ". ~. ,~ "" 'or." "M .~,
~IO T W . J1 '" '" ;W ". T '" = ~ "" 9.'~. .-""'.00 '" '" '" "" .~ .~ '" '" '" '" "'".~,_.
'" " ~ ..; ". '" '" ... M 518"~f""
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