pec_4F-2013_2019_rus.pdf

API 4F,2013.:1 2013.1,2016 2,2019 1,2019This document has been translated by Normdocs with the permission of the American Petroleum Institute(API).This translated version shall not replace nor supersede the English language version that remains the official version forlegal or liability purposes.API shall not be responsible for any errors,discrepancies or misinterpretations arising from this translation.No additional translation or reproduction may be made of the standard without the prior written consent of API.(API).,.API ,.API.This document has been translated by Normdocs with the permission of the American Petroleum Institute(API).This translated version shall not replace nor supersede the English language version that remains the official version for legal or liabilitypurposes.API shall not be responsible for any errors,discrepancies or misinterpretations arising from this translation.No additional translation or reproduction may be made of the standard without theprior written consent of API.(API).,.API ,.API.:2019:4F,2013 1 8.3.3.2,2:Ksh=1,11 2 1,64 +1,14 0,5 Ksh 1,0.API .,.API,API,-,.API,API,.API ,.,.,.API ,.,.API .,API,.API ,API.,.:API,1220 L Street,N.W.,Washington,D.C.20005.Copyright 2013 .API -,-,.-.,:;:,;,;.API,API.,200 Massachusetts Avenue,NW,Suite 1100,Washington,DC 20001.API ,.API ,(202)682-8000.API API,200 Massachusetts Avenue,NW,Suite 1100,Washington,DC 20001.API ,200Massachusetts Avenue,NW,Suite 1100,Washington,DC 20001,standardsapi.org.1 .12 .13 .24 .55 .55.1 .55.2 .55.3 .65.4 .75.5 (,).86 .87 .98 .108.1 .108.2 .118.3 .128.4 .218.5 .228.6 .228.7 .228.8 .228.9 .228.10 .249.249.1 .249.2 .249.3 .249.4 .259.5 .259.6.259.7 .2510 .2510.1 .2510.2 .2510.3 .2510.4 .2610.5 .2610.6 .2610.7 .2610.8 .2611 .2711.1 .2711.2 .2711.3 .27v.11.4 .2711.5 .2811.6 .2911.7 .2911.8 .3011.9.3011.10 ,.3112.3112.1 .3112.2,.3112.3,.32 A().33 B().35 C()API.46 D().47.521 .92 .103 .134 .135 .146 .157 .188 .19A.1 .331 .172 .18vi.1 ,(PSL).,(),.(SR),.B ,/API.,API,API,.D ,API.2 .():API RP 2A-WSD,API Bulletin 2INT-MET,API RP 4G,API Spec 8,(PSL1 PSL2)API Spec 9A,API RP 9B,AISC 335-891,ANSI/AISC 360,ASCE/SEI 7-052,ASTM A3703,ASTM A578/A 578M,;AWS D1.1/D1.1M4,_1 ,1 East Wacker Drive,Suite 3100,Chicago,Illinois 60601,www.aisc.org.2 ,1801 Alexander Bell Drive Reston,Virginia 20191,www.asce.org.3 ,100 Barr Harbor Drive,PO Box C700,West Conshohocken,Pennsylvannia 19428-2959,www.astm.org.4 ,Incorporated,550 Northwest LeJeune Road,Box 351040,Miami,Florida 33135,www.aws.org.2 API 4FISO 97125,ISO 19901-1 1,Metocean ISO 19902,3 .3.1 (angle of roll)(angle of pitch).3.2 (appurtenances),.3.3 (bare drilling structure),.3.4 (critical component),.7.3.5 (critical weld),3.6 (crown block assembly),.3.7 (date of manufacture),.3.8 (derrick),.3.9 (design load),._5 (ISO),1,rue de Varembe,Case postale 56,CH-1211 Geneva 20,Switzerland.www.iso.org.33.10 (design reference wind velocity)3 10 (33),.3.11 (design validation).3.12 (dynamic loading),.3.13 (erection load).3.14 (guide track and dollies),.3.15 (guy line),/.3.16 (guying pattern),.3.17 (height of derrick and mast without guy lines).3.18 (height of mast with guy line).3.19 (impact loading),.3.20 (mast),.4 API 4F3.21 (mast setup distance),.3.22 (maximum rated design wind velocity)Vdes SSL /3,10 (33),.3.23 (maximum rated static hook load),.,.,.3.24 (nominal wire rope assembly strength),API RP 9B.3.25(period)(,),.3.26 (pipe lean).3.27 (Product Specification Level)PSL ,.3.28 (racking platform),.3.29 (rated static rotary load),.3.30 (rated setback load),.53.31 (rod board)(rod hanger),.3.32 (service rig mast),.3.33 (Structural Safety Level)SSL ,.3.34 (substructure)(-),/.3.35 (wind environment),.4 PSL ,.,.PSL 1 ,.PSL 2 PSL 1+.5 5.1 ,.5.2 5.5,.5.2 .5.3.:a);b)c),;d);.6 API 4Fe),();f),()g),Vdes,10 (33),3,/()h),Vdes,10 (33),3,/()i),();j)API Spec 4F,4;k),;l):,.m),();n),Vdes,;),();p)PSL 2,;q),(.).5.3 :a);b)c),;d);e),();f),()g),(),(),;.7h),Vdes,10 (33),3,/()i),Vdes,10 (33),3,/()j),();k)API Spec 4F,4;l),;m):,.n),();o),Vdes,;p),();q)PSL 2,;r),(.).5.4 :a);b)c),;d);e),();f),();g),();h),();i),();j),:,Vdes,10 (33),3,/().8 API 4F ,Vdes,10 (33),3,/(),();k)API Spec 4F,4;l)PSL 2,;m),(.).5.5 (,):a);b)c),;d);e),();f)API Spec 4F,4;g)PSL 2,;h),(.).6 SSL.SSL(,SSL E2/U1).SSL .SSL ,.(/).SSL .SSL,-,(,SSL E2/U1).(,.)E1 U1E1 U1 E1 U1 E1 U1E2 U2 E2 U2 E1 U1E2 U2E3 U3.9 E1 U1 E2 U2 E3 U3 E ,.U ,.,SSL,SSL .,SSL .SSL,(,).7 1 2,.,.8.10 API 4F 1 b(%)c d(%)(%)d e(%)f1a1001000100100%1b100100100100%21001000100%3a100100100100%3b100100%410000100%51000100%a (.2).b .8.9.c ,(TE),.d,.,.e ,.f ,.11 2 a(%)b(%)(%)d e(%)f1a1001000100100%1b100BD100100100%1c100BD100100100%21001000100%3a100100100100%3b100100%410000100%5100100%a .8.9.b ,(TE),.c ,.8 8.1 8.1.1 AISC 335-89,.AISC 335-89,(Allowable Stress Design),(Elastic Design),.5,N,.AISC 335-89 ,AISC 335-89 ,(.K4),.,(3.4),AISC 335-89(AISC ASD)ANSI/AISC 360-10 ,.AISC ,15-,.,.,.12 API 4F .,20%,.,.8.1.2.8.5.8.6.8.1.2 (=1,0),.8.1.1.(=1,0),.8.1.1,.(=1,33),8.1.1,.,.5.2.n)5.3.o),1,0 1,33 .8.1.3 API 9 API 9B.,2,5