新《2023建筑设计规范大全》GB50544-2023 有色金属企业总图运输设计规范8.pdf

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1、UDC p GB 50544-2009 Code for design of general layout&transportation for non-ferrous metallurgical enterprises 2009-11-11$l:2010-07-01 hi Code for design of general layout&transportation for non-ferrous metallurgical enterprises GB 50544-2009$11:9=1 00 15 I illt.1j m$!1:9=1$Aoottm-$Jlfilfi BAA:2 o 1

2、 o 7 M 1 B 2010:It*9=1#A fll 00 OO;f;J;f!E ii;:.,00 Wii it Ji!IB GB 50544-2009*9 001ff311.l!I1ldl1f;.i:tliU 9 00 it:ll ti:!t!H ti:!:&C:lt!l:IJJ:ltn!JIK*;flll1:1t!l:lt.llUf!ll-%1E*:kLI c mI 4 m(!lli!il!:tliUlifh:100038 it!it:63906433 63906381),Ii$J;5:lt:Jitbi:fr JiJT tit fr tit JH11 if ffJ.lilW ffJ j

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11、Jl.m:JiliPJiJl.(75)iJIJlHff-il:lR C76)!lff:JtiJl.c19)2 1 2 3 4 Contents General provisions Terms Site selection General plan 4.1 General requirement 4.2 Major industrial site 2 4 7 7 8 4.3 Auxiliary industrial site 9 4.4 Residential area (1 0)5 General layout (1 1)5.1 General requirement (1 1)5.2 Mi

12、ning industrial site (1 5)5.3 Concentrator and crushing industrial sites (1 7)5.4 Heavy metal smeltery (1 9)5.5 Light metal smeltery (2 0)5.6 Rare and precious metal workshop (2 1)5.7 Non-ferrous metal processing plant (2 1)5.8 Repair facilities (2 3)5.9 Power facilities (2 4)5.10 Supply water and w

13、aste water drainage (2 5)5.11 Warehouse and yard (2 6)5.12 Other facilities (2 8)6 Vertical design (3 o)6.1 General require.ment (3 0)6.2 Determination of design elevation (3 1)3 6.3 Stepped layout (3 2)6.4 Earthwork (3 6)6.5 Site rain water (3 6)7 Integrated pipeline (4 1)7.1 7.2 7.3 General requir

14、ement Underground pipeline Groundface pipeline(4 1)(42)(46)8 Transport :.(5 o)9 8.1 General requirement (5 0)8.2 8.3 8.4 8.5 Transport mode Rail transport Road transport Water transport(5 0)(5 1)(55)(5 8)8.6 Other transportation (5 9)8.7 Handling facilities (5 9)Yard waste(6 1)9.1 General requiremen

15、t (6 1)9.2 Mine waste dump (6 1)9.3 Smelter slag discharge field (6 2)10 Green (6 4)10.1 General requirement (6 4)10.2 Greenery .,(6 4)10.3 Selection of plants (6 7)Appendix A Main economic indicators and their calculation method (6 9)Appendix B Coefficient of kinds of loose rock (7 3)Explanation of

16、 wording in this code (7 5)List of quoted standards (7 6)Addition:explanation of provisions (7 9)4 1.o.1 Jg T-ff-.il:.illd,00 titui&itEt9 mt!J!tl:frltt;f:*,1 1J if 00 If,i;A A Jg*PI 3,tt;f:1G:itL 1111fiilif11L Ire Pf 1*,1E7t1*m:5c:a A%cia:frlPF:!l%c.M,1jj!JJ:E*:mi.m:o 1.o.2*1;_m miQ JWT-1t :frl cJL

17、B-J ff-.1l:,g,oo titu i&it 0 1.o.3 ff-.1l:,g,00 titui&it&HV!1HW 00 ff:*rt,rt J;_m:frl/Jtt,:Jt-J.lZifJffl:tt!,f*t?PF:!l,1J,fi!6illif 00;o_m fi ff:Hffi fl Et9:mi,JE o 1 2*2.0.1 r:1J1:12tf site selection fflrImrhl*fi$.:12twm 1lf,m,iliif 11.lli1tr8f,Pf:ljtxfnffix mr t!IRfnirt!1:LII fl=0 2.0.2,g,iicfff j

18、 general plan-if JiJT rr IR:!11H,g,*Jl:!4tl,Bf 1tt,x:tm ili tW*.rrJE1:1,ilitlftr,WJit,WJ#L WI x,.:E1:,Pf:ljt,(f/Jftfn I1:ffl-*-T.-n*IRfnnIRZ ffi!i-if JJ!Hiz I I fl=o 2.O.3,g,.ljl-jij;(ff j general layout rrr:IJ.l:fOIl:,g,;fi:;(ffj1itlJJ:,;f:IH1:f,ftffl ,_:Ej:*,tf;-if lj ffl Pf:fjt t,-if 3_1.:f!_tji)

19、f m Ctt/)$t,3(:tmili4liU,I1f 31tfU1-t-.lJZ-lii1iz IItl=o 2.0.4*IR function zone*r1fl_lfn#t!ffl1:F.Y1:FMffi!i P(.ijfn-=ffft,gtl#Ifl=Pf:ljt,lftj-Il:t!,&pg m Ctt/)$trP:;tt:M!JIHb*Jlltlm IR o 2.0.5.I:l:J:f!major industrial site fflr;fJJI1:rc11mctt1)$t,:i!.&1tt!,:tm*WI!,:l2f w I!,H.I 111!J;r fn 110 Ir o

20、2.o.6 llHtlJIt!auxiliary industrial site fflr;fJJIl:WJ11mctt1$t,:i!.&1t-t!,:tm,g,ff 5t:it!.M,1A it!.M,1P m,*V!,m 1 r,1-t;1 r,-fr 2 w,rm w,fir 1.k!.3111&.ilJ fl w :1:m:tt!L 2.0.7 1:li-J,jHf vertical design tm:!t!.%,I;fi:!t!.J.Jll:,J.kx:!t!.J.Jll:,4:.,I t:u;fi,r l*.I r!flitr,1tlI:,1ifi!I1JA4,tE:lttfi,

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49、.05 1.60 0.80 0.53 0.40 0.32 0.27 0.23 0.20 0.10 3.18 1.59 1.06 0.80 0.64 0.54 0.46 0.40 0.20 6.37 3.18 2.16 1.60 1.28 1.08 0.92 0.80 0.50 16.00 8.00 5.30 4.00 3.20 2.70 2.30 2.00 1.00 32.00 16.00 10.60 8.00 6.40 5.40 4.60 3.98 1.50 47.75 23.87 15.90 11.90 9.60 7.96 6.82 5.97 2.00 63.66 31.83 21.20

50、16.00 12.70 10.60 9.10 7.!l6 2.50 79.58 39.79 26.53 19.90 15.90 13.30 11.40 9.95 3.00 95.50 47.75 31.83 23.90 19.10 15.90 13.60 11.94 4 iWi p*J$r m!3 .:,13,0 liHHl:g ff1 liiI if rBJ Re,J:;lL f-f it:E!Mfi 00*;j:Ii(Ill.bk r w fif mp*F fl 1i.H Ii GB 12348;fa(J$fif m 191:!SH Ii GB 3 o 9 6 ff1;ff:k _m E

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