1、UDC p JGJ 339-2015 - J 1990-2015 Code for seismic design of non -structural components 2015 - 02 -10 1fj9 2015 - 10 -01 Dtfi m 748 1m Jt$-TttJtrJ1-r1tt11t stt1tt1Jt:ttitm: ) E801ff fJ,JtUl ft) ft) 14tJL11 it 711: Pi 1i f$ ii , -% Pi JGJ 339 -2015, 2015 1:F 10 j 1 B nm:o )ti=p, 3. 3. 1, 3. 3. z P:J5.
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5、 . . . . . . 1 J;J 2 * i# :fil -5-. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 2. 1 -P-E. /I-iri 3 2. 2 1-1= . . . . . . . 3 3 tit! fF m tiHJL Hi !JFL s 3. 1 -mJ:.E . s 3. 2 . . . . . . . . . . . . . . . . . . . . . . . . .
6、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 3. 3 :fL ffe_J l=j Jf3 - 7 1 .mattJttJ 14 . . 9 4. 1 4. 2 4. 3 4.4 4. 5 -fJJ:.E r71kmt& . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 . . . . . . . . . . . . . . . . .
7、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 JJJ! fflJJ 1 4 j f 1J ftf: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 f4o/Jtt! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
8、 . . . . . . . . . . . . . . . 15 s m rm lii w tZJ 14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 s r 1 ;) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 5. 2 . . . . . . . . . . . . . . . . . . . . . . . .
9、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 7 r 3 :. 18 ). 4 18 r :-:. ;) * :fO jJti:l * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 5 . 6 Jt 1-ill 1 9 *-tVr1ffli-nJi . 21 51 m t 11E. 2 2 m = xi . . . . . . . . .
10、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . z 3 5 w w w .b z f x w .c o m Contents 1 General Provisions 1 2 Terms and Symbols 3 2. 1 Terms 3 2. 2 Symbols . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
11、 . . . . . . . . . . . . . . . . 3 3 Earthquake Action and Seismic Checking . . . . . . . . . . . . . . . . . . . . . 5 3. 1 General Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 3. 2 Calculation of Earthquake Action . . . . . . . . . . . .
12、. . . . . . . . . . . . . . . . . . . . . 6 3. 3 Seismic Checking for Strength and Deformation 7 4 Architectural Components . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 4. 1 General Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
13、. . . . . . . . . . 9 4.2 Non-bearing Walls 10 4. 3 Ceiling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 4. 4 Subsidiary Components . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 4.
14、5 Store Content Wearing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 5 Mechanical and Electrical Components 16 5. 1 r 2 J. 5. 3 5. /l 5. 5 5. 6 General Requiren1ents 16 Eleva tor 1 7 Lighting and Emergency Electric Equipment 18 Fireworks Monitoring and Contr
15、ol System 18 Heating and Air Conditioning System . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Others . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Explanation of Wording in This Code 21 l . ist of Quoted Standar
16、ds 22 Addition: Explanation of Provisions 23 6 1 1. o. 1 7lJtmBJtiJtzg14 2Jt tiJ BJiitittiR:r?JJ Fo, -tf,Ar,Ym,*illo 1. o. 2 *!filJ=flrtJLiR:f?JJ!ocPi 6 oc 7 J3t, 8 J3t, 9 J3t IR Ji 1LT fj 81 s if1g fZJ 141k ;ft fZJ ii ti 81 tJL !t iR:it o tt = * nuiL 6 oc . 7 oc . s oc . g oc en tJu -w: ! 6 . 7 oc
17、. soc . 9 oc E8tmfF 0 1. o. 3 tiJtiJ1481tJLiR:itJtilJ rttiR:r?JJ t = 1 Jtmftft 14 R.Jt- sift 81 ii ti, 3 Jtm:il 1J 1f -r * fil IR tlU 19: f?JJ !It 8 ffil S o(riJ st , PT fi ts?: 1 191 tf fJi 1 :tli!Fo nr , JE 1ft 1m ; 3 mil 1J if 3 r *m IK tJttt N f?JJ ! oc 81 fil lit JJ o(riJ st , PT fi /G 3& A 1J5
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20、ff: *tift fl G pq T ep jg.fm1-T lJfil tift OtmI f1HJOi iJl J 51- f11 ii GB 5 o 2 2 3 rfl 8 % 9?fd9: , :t 19: !W , fif i1t i3t J; Jjti)t, 0 1. 0. 5 wJJIJ/GPJ 81-FatiJtiJ11tJi1!ti:Bt ill* *XlJJJJ1J 8J*iti111tc-19:it o Jtrt-t-FtiJtiJ11tJi1!1 Bt /Gill1I!=jZfJi81f $X JJJJIJ)j( 8 FratiJtiJ 11t :kXo i. o.
21、6 FatiJttJ1tt:LZ.Jt Jt1fLfitiJJit!81Jtfftl9:it, mi-r * J!.m B1 JiE, f81 mr4 oo 0:1-=r:ff :kt1t 81J!.JE0 2 2. 1 * i 2. 1. 1 J!lfZgfZgfi:f: non-structural components ffi#,m$#&*mo 2. 1. 2 S flg flg 11t architectural non-structural com po-nents %19=t jf(;f* 1)1 89 fil)EfZgL:f:ff$11t _=EJ mf*,mroo#,#fll$
22、#,J:Er 008Jj(ID!Mftfl 0 2. t. 3 mmN* attached equipment %1 9=t 11 m w ijfl * sJ m tJL ifJ1X , 1=t tlg ftt: , $11t fll *,mw,fllmoo,m* m*m, *Bl%iJ21=. 1fii111 *, rLk!Jilifil if111 r?JJ *, i m 7Ctx o 2. 1. 4 00 &bsf.i-i response spectrum of floor 9=tookJ:Eoo 81 & bsi. 1 ilJ 89 & $i_ i o 2. 2 14 2. 2. 1
23、 tFfflflltFfflm F-1ifi /F flj 1I rPJ nffi:fJD T t flg flg 14 m JL 8J 7j( f fit! flt tF mt 1J m ; F v-MfhDrjm 19: *$1-f mJL B1 rOJ ffiltF ffl tlilll; Fc1-sflgfZgL:f:l?SLsi)ttJ!fxt1j( f.1iLf$ F BJ J*J fJ; s- flg tlg 11t fill tF m w l=J Jt fm w m sJ * J:tA. _;._tl r:t 3 w w w .b z f x w .c o m sE-illfF
24、m:till; sk-fFm wttlt1tmsJ,tillo 2. 2. 2 tt*4tt%il1JLJJ K-tiJtiJ14iEV.7f rPJ BJ IXJ!JOC; R-tiJtiJ47f(j; u-tfl rt 8j t xif 7j( -3-V. f 0 2. 2. 3 it-* amax-7j(Jf-tl!o(ri*m; avrnax-rPJillo(ri*ii*m; /3s-tiJtiJ148Jlt ITO &ill i!m; y-tiJtiJ14=9J* ; Y( YE Yw-fFfflJtJY!*; YRE-jXtfXJJ1JLiJl*; Y r-I-ft:. *fr :
25、l _ 1/JC;(X; 2-1iz1t*; r; tiJtiJ14Jlj * 0 4 3. 1. 1 ttJttJ14811Jt, ffiZi-tit TJU5E: 1 s oc_JJJJj1Jjg- 9 oc11Jj1J7g- =a #, R*-A,JJ1I*fitt-*-h o 2 m$%mtt&B1m,%* mi JBJsiftJttJ14, ffiZ*J 3. 3 l1aJJ*1-=r1w. -1tfflT 891JtJfJ-o 3 *m i 2 fft:J&89fff & , rlT/F*1-T1JrJFi o 3. i. 2 s iftJ iftJ 14 Jt !=j Jt m
26、iftJ s9 :ii t4C QT 1R * 1-T 7J L , 7J-+ ill t1 ffiZ rftff-7Jf-1r 0 3. i. 4 s iftJ ttJ 14a9ff!1t m , ffiZ * 1;.t1=t ii ti t1g m ?Jr !lt W fil a9 m oc ff tiI , * J11J *m j: fm1J j11 ITU &fill 11 att ?ttff1*it-, #:1f rJLlJ;E: 1 ttJ ttJ f4 J1 rz: : 81.J -illJt 1t m rJJ * m q j: 1m1J n rt it-0 x1x*r/GrPJ
27、gi!1Y!st1gttJf4, li fJ F 1: sJ ill Rt 1t m & , ill FrIJ at it A -tf?jlt at )t * ,r2: z rBJ !fEI x1 il f$ F 1: BJ 1t m ill o 2 JtmmN* RJtx*s tJR!ffJWtkr o. 1s llJtli nmttMmn1%,mmN*mnmttM m:mtJa 10%at, H*fflIfil&i!1fY-to .?MmmN* !=j )g&!t!:iitiat, QJJjj(i3l* !=j!tf1=:7g-1-JJlt,r2:it A %mN*Mtf!S1tfflo
28、5 w w w .b z f x w .c o m 3 :E,m1-TOO*fl1E !1JtJUi&itm) GB 50011 ;Elli* mstl7tt!fi!* JEitsJattJ, ;JttZ;JttJ14sJ-it, n*msffl tBtl7ttffi! o 3. i. s ti;JttJ148Jtnm:ctjt3tlf(ttJfJ sJ 25 %st, m. t1nzJBJ sJ%tJJ1JJEl1JLttJti;J14tiJ1Jl i& it xta ttJ1*tii!*&$.8Jorft o 3. 2 ttl!itm-ttJJ 3. 2. 1 *m1ro1JfJi!Bt,
29、 7J1ftmfftfFmt1tmETrtrf:rtit-= F = Y17s 1 s2amaxG ( 3. 2. 1) Arp: F-rbl/G/fljjj rPJ1IB!1m Tftjftj 14JL9l: BJ 7j( +m fFmt1tm; G r!i ft ft 14 811! fJ , 11J! 1-T Bt :tr 3C BJ A Ft ff rpBJElrp-h; amax-7JL,BJmJ#i9:*tll1ti1*1i* 2. o, ;it JJL-aJf 1. O; S2-1iLJi*!tt, 1JL8JT9Lli!tR 2. O, $1lf 1. 0, rff&x1ti7
30、t1fi; xtJt*mstfi7ttrrrti JEit-sJttJ, mrtl:Jtit-fi*ifiil; 11 sttJttJ14J1J* ttr*ffi 4 s sif * JJE*-trL 3. 2. 2 *moo &illitt!st, 7J0. l& / LEL , 1Ji: lfT 1:!.J ft:t: X:C 1JOJ01ii&itJW!J) GB 50011 *rfilffjJJE *fflo 3. 2. 4 E ttJ ttJ Lt fEI 3t if If xt 7j( -1fL 1iL ft tz: 1: 89 pg JJ , PI fl( r :r:it: Fc
31、1 = K 6u (3.2.4) :r:9=t = Fc1-EttJt14lEI3tif/fxf7k-1fl-1iLtttc1:8f7Jf1; K- EftJ ttJ Lt iE iL ft 1f rP1 ITT IJ , JisL :fN ti ;fl: Yfffi $ 8j 7FJ!t1Jr:, )tJrj*#fXJIJfi tf i(!ti:Jif E!XlftJitiffiJ1t89fJfl; 6u -If. Fzf 89 If xt 7j( 1f 1iL ft , fl( f fr 00 tlF li ( il 11JJO 19:it Jl!.1gJ) GB 5oo11 Jl!. 8
32、 &I* ffl o 3. 3. 1 l=ftftJf4:ttl!ii11=fflmlOltftl!fflml*ffi., Jili:it: S=rcScE+rEhsEhk+rEvSEvk+lwYwSwk (3. 3.1) i:i:fl: s-l=ftJftJf4: P1 n ffi. l1 i!t-ttm, .g fflffi. , $mtaJnonii+m; Yc-m1Jffl:$fI9l, 3 m1J fflxf FftJftJ14: ifttiEn1J lJt mz*m i. 2, mnffl3&mx11= fZJfZJ14:tiE1J1JlJj:k-T 1. O; YEh YEv-:
33、St 31j -1 7J lfL (CJ fu ii 11= ffl :Sf J9i * 3. 3. 1 *ffl; rw-JXlw:Stl9i *ffl 1. 4; 7 w w w .b z f x w .c o m ScE-:tJ fiiilift*ffia3im; sEhk-1J-tm11= m it ma 3&m, ra1 m * m * fl; sEvk- taJ tmAt11=m it m 3im, ra1 m * m * ; swk-JXtfiijitms&m; lw-JXt?iiiffi.fti m*m 0. 2o * 3. 3. 1 tti!RiJl=Ht!Yl iii! r
34、ati 11= m rEh YEv ml i.t1J7J-ttl!W11= m 1. 3 0 i.t1J icl ttl!W 11= m 0 1. 3 *-, tt1l7J-iclttl!m 1. 3 0.5 iclttl!, tt1J7Jlt o 8 4. 1 -tt n! 4.1.1 *m-=f*)fl, JJJHJIJL mmt-=fffiOOf=fttJifff 7c1*!fmBJt!Oiti9:it o 4.1. 2 1JLsttJttJ148JJJIJ*ffirJJfiJJ1rarnr 4. i. 2 * JfL xt-r: J , ? , ;tt:J)J fl JJ1J m *-
35、r: 1J 1 iJJ = 1 I*JrfJIKpq?R1JI1tfuij8jjpijj, lili:tfl:-fil, -fil Bt/GN1Jl o 2 fBtJCAJtl!J1G, W1(81RJtJitLf, PJ1f -fil, _ filBt/GN1fo 3 J% J ,Ji llii:tl 12 m 8 G ?Rf ff ttJ 89 ft t rSJ 1% itAL #tlffffl*rnm,mm-fil,-filmo 4 m,#tlffm-filo s W!x1Etmm, AiJ1t*911fuJ:m5f1lf1JT8Jrnm, m1Jl-filo flj JjJfiflj
36、ttJ 1t: ;$f4i tt r:P-?R.Y!m jI ,;qJtm if(ll)fft rnlt?:i 1. 0 -fil - =,& wrHJttl 1. 2 -m. - -w. Et! rHJ IWj rrM 1. 2 - =Ji -=-Ji = lf.lt r*J 1ii 721t- 1. 2 - =1i = r1J ni pJ :k PWi iiM 0. 9 -Ji = =m. Jt f 1t!Jfi ifM 0. () =fil -:. =fil * iflill 0. 9 - =m. =Ji TY!Wl wpJJ:J.rnm 0. 6 = =Ji -Ji 9 w w w .
37、b z f x w .c o m -R jlj J)J tiJlJ.PJ fZg 1t- ffl)f4:.f* * rpttJ Lii!1A: 1?Rm t!MWatiH 1. 2 -w. -w. =r-tfJJ ffiT J!-t:lf L l. 0 _-_Ji =w =Ji t fVi :k Ill tJ1JI ii t H 0. -m. -Ji =. Jj :krrimll1tt 0. 6 =w. -=.fil =-. jf 2. 4m 1jfi Cf!) xHtti 0. G -:.m. =-& fitl fB Ji t Jcl/lE l. 0 -fil - = fr )Lffij,
38、;J:tf*l I l. 2 -Ji = -.Ji I mz fig Lt t!F j r-n-1w. !#f. 1. 2 -m. =-ll _ _=1. 14+tL TJI G:J-i 1. 0 -ft& =#Ji = 4. i. 3 m -r# flg sJ t? rllf trr fWj rllf , ill m Jt lit xt r5 !f2g tJt 8J /G f IJ nJ , JM /Git Jj! Nit rm !ff ij 3=: f* s !f2g sJ 0 4. 2 if frM 4. 2.1 *irMsJlfJ*4, tu1fl11:, mt&1m!oc, m&.
39、Jjt, 1JH$:, fjf2gfilfBJ3%, f* !ltJtYJ1JJt8JfljfflE 1iff15E, ftilli4ir T91JJJ:E: 1 lf(1fjt)G*fflmJ:lfJ*4; *ffl?itJJf*Bt, M* J&nfflm:Yxt3=:f4:sflgBJ/GfljQ ftillNJi11lsffJL 1k-f. * ,tt3=:AA-o 2 JXlj tt: iJi BJ * trlf* ff Ji Iilik 1i gfl fZJ lf3 flt IXJIJ N Q slfloc5t1fl _t 8it&t& 8J Jit1H4 mA:ff m JE i
40、9:J?JJ !ItmlitfF J=trF 1* tt.J rBJ * s fil ti %11 tt n 0 s sJil%7fflff ffiI1Ja Wtt.Jm:t, & r=Fmni9:ItWJ!fJi1 mwJfo 6 mi9:fkxs q=ti9:Itx1lfEt&BJ1J 0 4. 2. 2 fif(!itrlffillI*film 3 *8J5iLit!1-TtJL-7J(iJ-, #-ffiIZifFLl5: 1 1?l rwi&tlilt!1-Tti;J14 00 jflJitlBJ-0 2 8 It 9 itBt wtmJjlj :lgBj WJWifflff fnA
41、1liEJi ill fm1J JW: tttJ *4 8J JWi t& , nlt! 1-Tti;J 14- oo i frHt tis-o 4. 2. 3 WJ!fntJMti;J q=t BJlfEt&, mrit rJ J!.5 = 1 %*8Jmfnm,n*mWJM* !fJ)gft1f BJJWi&El&JWii 0 2 J1*A1Ein 1*teti;J *m *ttiitl f1Z*_tWTm-s9J!J!U4ij:r% 4m tctitWT9!NJil!J ,rmftJMftl, 11189!1rPJ fBJW2!I*r 3mo s l!lftltt)illirit TJJ
42、rJJJE = I)llJ1rffiit, l!l-OONli!=.Jffi,MOON f1Z1J-T 180mm; l!IW:ftJffJj, 6 Ns NBtillY -T 412, 9 Ef Bt/fJ1ZYr 414; 2)rmttrn*, 6ocs ocst/G1lr 4914, g JJtst/GnY-T 4916, 1m1J 1 m Tl! J*J 8Jnn 1112/GliiJ-T 8mm, rBJ lf/Gli7c -T ioomn1; Nl:ffl9.tm:ti&/GY-T 3 f1I12 ffn if IPJ 1112 0 4.2.6 WJtrmBlffJW, mirit
43、rJJ5E= 1 mtt%*mru, mmmlitttt lit*; 9 ocstli*mt?:rutliifJ 0 2 -r mITTir1JJ1*f?Wllimi!tntJJH-HJft, rtu m* WAArmttmITT*f&;soc,9/Gm *fflmJJito 4. 2. 1 rgtrBJEcAJfiE:tmiltWtffioomirirr,JJ = 1 wA:tmilt,m*mmoo 1Ja5Sl o 2 WWJf?VsJtffiOO, m fi38J*5tl:o 3 rg w JWj iW m xt: f re !=t flj oUJ m JM :tfil st wmmfi
44、%o 13 w w w .b z f x w .c o m 4. 2. 8 EtJJtHFilf*tfllOOBt, filittitJJ-Til1*fflWJtEa14fifilJE-T f&1*; oooommttJlJSITTo 4. 3 rn wi 4. 3.1 Gi9:JW8J, )Mxtf.J:mT/Gli*fflttJ:ffi Ni, 3 *fflBtfilPJ38J1Ja5nfn-fil, 9 ltBtf6Jfilit!fr:fJLJii-o 4. 3. 2 8 lt, 9 ltBt, tt4o/J83ttlHit4(filit!1-T:fJLJiiif(jJ -0 4. 3.
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