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D-ZD2010 发电厂汽水管道支吊架设计手册.pdf

发电厂汽水管道支吊架设计手册82481混凝土梁底一钢梁端简支梁(双槽钢)232323数件见附注3型根据土建钢聚型式及尺寸确定鲁面号0000800060000型2wu()8828egtJ2egt]28T]89*S60°898822T8V8'S18"820"88T2992219*222928*69020T98'ZTW2288990°662129T89928IS'OS16T26°SS96'0STT98890"S999°0126*85282S2*899T'T660TT09'ST800219'6829°79SO'OT09°8292S9*8S99"862TST8681008ZO'SS9829262SO *062921TO'T88*998*8wu0000型520

第八分册辅助钢结构82482混凝土梁底一钢梁端简支梁（工字钢）数件见附注2号型根据土建钢染型式及尺寸确定()号型2II(）2型000“）ZO 'T008'6924835*98第八分册3“圆当面12521:

GTCC-051-2018 铁路数字移动通信系统（GSM-R）模拟光纤直放站-铁路专用产品质量监督抽查检验实施细则发电厂汽水管道支吊架设计手册82482混凝土梁底一钢梁端简支梁（工字钢）332数件免附注2号根据土建钢梁型式及尺寸碗定型台009009T(号5型000T>NP8T*8&2TT00 'ST86"6198°0888°8W8S18'T15891SS'Tz89°8292"98OT'TL9*601IT'6Z*9T2"2250"8298"9988*890'Z9T"ST902292850"616"T90"2T80 *T19*7#9"S8第八分册30OS000TOOST号1O型·522

第八分册辅助钢结构82482混凝土梁底一钢梁端简支梁（工字钢）323数见附注2件号型根据土建钢梁型式及尺寸确定()型2() 222型65°9896"28°9#98"SS28"*992 *9S066S'T1ST'T&08°282889ST'S62Z9°6S8ZT62*910*02262899*8%662S28299*68S9*909°689°0206298*T996#8v8"S8888°0T0%*8T19"2216"S262TO *SS29*9981*00TLL'TTZ0"ST90*0219°0%10*6S6206SO"SOT81*806 °0T9*8T00 *6216'8*998*0289"#88*86ZO*8ST98*6T8088*TSS'TS292829°86STST682TSS 8T821885*680"S961"S6OOST0000型22523

发电厂汽水管道支吊架设计手册82482混凝土梁底一钢梁端筒支梁（工字钢）23数见附注2件根据土建钢梁型式及尺寸确定中型uu号OTI型6628'S9S216 *ST58°0279"9II"80*9922WOT60*92T8982%9°9W"8T'TT6868Z6*TS0969°268°608°9T69°0285*6889°098502ZT'OT90*T22921292*0829*8819°2V9 *Z99*998'T6O"S9T第3uu分册型524，

发电厂汽水管道支吊架设计手册82540双钢梁端一端简支梁(单槽钢)L≤250L≤500L<750L1000件1(1件)件2（2件）件3(1件)件4L1许用荷载L1型号型号型号型号型号件数mmkNmmmm8254001919.2212. 5611, 31[14a40200019[16a40106018254002024. 6016. 0414, 43825400211030. 7719, 9917, 98[18a1500150040107018254002237. 5124, 2521. 79[20a4020002118254002344.2728. 5225. 59[22a据土建钢梁型式及尺寸碗定40108018254002450. 0832. 1728. 85[25a12825400259. 926. 054. 914. 62[104010401附注见8254002613. 868. 496. 936. 53[124020001[14a40105018254002717, 7310. 878. 888. 378254002822.7613. 9311. 4010. 75[16a4010601200082540029[18a20001028. 5417, 4314. 2613. 4640107018254003034. 8621. 2017, 3316. 36[20a4020002825400311141. 2024. 9820. 3919. 24[22a28.1640108018254003246. 5722. 9721. 67[25a12第八分册526.

第八分册辅助钢结构82541双钢梁端一端简支梁（双槽钢）fx2数见附注3根据土建钢聚型式及尺寸碗定(号型&80000型3(uu2中25型866 *8500S人分册号12DOT.OOT雷527

发电厂汽水管道支吊架设计手册82541双钢梁端一端简支梁(双槽钢)22923件见附注3号型根据土建钢梁型式及尺寸确定号型3000T()uru280828号222型67:699 6276*98876506'7660 °0T*860'2799vo *9956'28IS*T880*119°8SII 9908'OTSZT396*9S9T *TZ69°98S0*866'08S*0986°0616*20183O0OTOOST0002型528

第八分册相助钢结构82541.双钢梁端一端简支梁（双槽钢）23223数见附注3件号根据土建钢梁型式及尺寸确定型()型()60000600003uu0008()c882828B9Tet]zegt]型89 *S60 °8988S221878"S8020"82T88*T26S9%000199'22196828'6998°2T8*988"990°61'ST98619'T8992816*TV2S89"S960698*890"9999°0T26"8928'2S2"8991'T660'TT09"ST800222"9529798SO'OT09*8S8'2S29299 °8S99"862*TST6"8T00*20"SSS0 °06Z2'TS98 *v8第八分册300000000529

第八分册辅助钢结构82542双钢梁端一端简支梁（工字钢）23242382e01X001701X00178XSL701X0017型数见附注2件粤根据土建钢聚型式及尺寸确定型()号3OOST81"800"ST98*0888818'11S8 *9T89*829298OT'TZ22'989601II'6Z"9150*82989988*890°29T1621180"T19#9*S8第八分册3uuOOST531

发电厂汽水管道支吊架设计手册82542双钢梁端一端简支梁（工字钢）u23230713(）鲁面0TX00178XS2701X00178XS70TX0017数见附注2件号根据土建钢梁型式及尺寸确定型（)000uuOOST鲁面S6 *28"998"SS28"#992*9S0"669'TT'STOS*6TST'TE082828"89ST'SZ9°699866'2S9#*68STOTS9"909689°0206298T996"#888880T78"S16'S26229"S98T*8LZ'TTZO"ST190%TO'6S62*06SO"SOT060T006298°09"88"8680888'S'TS'292278ZS*8689*92S'TST68SS*8T80'S96261963号型532

第八分册辅助钢结构82542双钢梁端一端简支梁（工字钢）3uu091(8XS1701X0017型数件见附注2号根据土建钢梁型式及尺寸确定型型uwI型66"28'S9506"2T16'ST5802199II"0"992260°92T8S82VZS'SS000189S*9W"8'TI68826'TS809N68°608'9T69°0269 么856889°09TO'Z90*9*0829*8819°2V9S 'Z9S8 'T6第八分册3uru0008002533

82560双钢梁顶一顶简支梁（单槽钢）

发电厂汽水管道支吊架设计手册82561双钢梁项一顶简支梁（双槽钢）对教件见附注3号型根据土建钢梁型式及尺寸碗定()90000000型2()28号ot220091=001+001+00=2“m（009/00）6967TS"S9668OSOT第八分册号2型州536·

第八分册辅助钢结构82561双钢梁顶一顶简支粱(双槽钢)2332数件见附注3型根据土建钢梁型式及尺寸确定号9000080000900006000型2cw88282号2229T型OOSTT000T>6*6N99*6216"9806°2660°0T"81996WO*9982°2256'28IS"T8*S29680TV8619*8SII"990860T99 *S21996"9S91'269°98SO'8T66*00S'68SS'OS202286'0692916882第八分册30OS000T型.537.

发电厂汽水管道支吊架设计手册82561双钢梁顶一顶简支梁(双槽钢)232323数见附注3号型根据土建钢梁型式及尺寸碗定()号900088000060000900008000060000900080000600002()c8828828FOJoTztJegtJ形89 °S60*89880221S9'T2922T8S"SS8"ST*88"0120"T282188'T1262992219*6828°699821687888*990°662'T198*611918IS'OS16"TV26"SS2S*89608ST'98"890"S99901892276"9826*8582*899T'T6601109"ST80*0219629°79SO"OT09*8S8'SS9*8S69T299862TST668100*20"SS9829S0°0629211O"TWZL'TS8998"8ETOT0008型·538·

发电厂汽水管道支吊架设计手册

82562双钢梁顶项一顶简支梁（工字钢）

82562双钢梁顶一顶简支梁（工字钢）

第八分册辅助钢结构82570双钢梁底一底简支梁（单槽钢）L≤250L≤500L≤750L≤1000件1(1件）件2(1件)件3L1许用荷载k型L2型号型号kN型号件数mmmmmm8257001710.827. 066. 34[10 401040188257001815.089. 878. 88[12 401050182570019919.2212.5611, 31[14a40106018257002024, 6016. 0414. 43[16a150017008257002130. 7719, 9917, 98[18a104010701根据土建8257002237. 5124. 2521. 79[20a118257002344. 2728, 5225. 59[22a[25a4010801钢8257002450. 0832. 1728. 85见附注212825700259. 926. 054. 91[10 型4. 624010401式及尺寸88257002613. 868. 496. 936. 53[1240105018. 3798257002717. 7310.878. 88[14a确82570028定22.7613. 9311, 4010. 75[16a401060120002200108257002928. 5417. 4314. 2613. 46[18a40107018257003034. 8621. 2017, 3316. 36[20a118257003141, 2024. 9820. 3919. 24[22a40108018257003246. 5728. 1622. 9721. 67[25a12第八分册543.

发电厂汽水管道支吊架设计手册82571双钢梁底一底简支梁（双槽钢）数见附注3件号根据土建钢梁型式及尺寸确定型()型20昌2中2型009=000010=2“m）2WS9668OF"SOT第八分册号23型.544·

第八分册辅助钢结构82571双钢梁底一底简支梁（双槽钢）uu32322数见附注3件根据土建钢梁型式及尺寸确定型()9000型3(OOT8288888OOT82egt型6*6N9962169LL06"2660°01009>99#0*9996°2880TV18*619*8STI"9999T996*9991T269°986608SS'OS忆920°2286°06*98第人分册3wrur000T号型·545·

发电厂汽水管道支吊架设计手册82571双钢梁底一底简支梁(双槽钢)uu232数见附注3件号根据土建钢聚型式及尺寸确定型鲁600900008000600009000680000型2uu(c28288号otJB8T8型89*S60°89829868忆59 T2S*SS8"S1"880T282188T26S9%198S68SW28°6998 'ZT86*990°662T118"ST29189928IS'OS16T26"9929*89ST960898*890*S999°0T628628988'TS282S91'1660'TT09 °ST19°6829°Z9SO"OT09°8#9829292S9"8S99862'TST6"800V898°2990*0669ZTS988uu0008号型·546·

第八分册辅助钢结构82572双钢梁底一底简支梁（工字钢）2数件见附注2根据土建钢聚型式及尺寸碗定型昌0号2型3L200S>00"SS8'6912°983wru第八分册“12.547.

发电厂汽水管道支吊架设计手册82572双钢梁底一底简支梁（工字钢）2323数件见附注2号型根据土建钢梁型式及尺寸确定3uu0号22型81*800"9T6°6T98*088*8T8'TT98*91SS'Tz89°829OT'TZ9'601II*6206112"9198"S988890291022892"85S022#0*#616"11902180#T0279*98第八分班3uru000TOOST号型:548.

第八分册辅助钢结构82572双钢梁底一底简支梁（工字钢）3232数见附注2件根据土建钢巢型式及尺寸碗定型2()号2BONIS665"9828*9元98'SS28#9000192 *9S0'6'STOS*6TST'Te28*8966ST'S29*6262899*866299#*68STVOTS9°909°689°0298'T996*V818"S8888°0T19z216"S8TO"SSZ9"S98T'00T81*8Z0"ST90*02T'TT9°0%10'6S62°06SO"SOT06*0T6981168998*028988*868088TVES'TS22782S*86ES'TST68SS*8T82*T880"S961"S630002第八分册型·549.

发电厂汽水管道支吊架设计手册82572双钢梁底一底简支梁（工字钢）=234数见附注2件4根据土建钢梁型式及尺寸碗定型2uu()OTI81I型6628*S9S°2T6"ST80*9922OT60*9299 *9*8T8'TT68*8IS"E26'TS22"S69°268°608*9169°0285*6880S89°09850210'ZT'OT90*12129298819°29S '299F"92$8'T6型.550:

发电厂汽水管道支吊架设计手册82580双钢梁端一底简支梁（单槽钢）L≤250L≤500L≤750L≤1000件1(1件)件2(1件)件3（(1件)件4L1型号许用荷载L2k型号型号型号型号件数mmkNmmmm8258001815.089. 878. 88[12402000140105018258001919. 22[14a12. 5611. 3140106018258002024. 6016. 0414. 43[16a10 82580021160030. 7719. 9917. 98[18a150040200028258002221.79[20a401070137. 5124. 25根据土建钢聚型式及尺寸确定44. 2725. 59[22a118258002328.5240108018258002450.0832.1728. 85[25a见附注212825800259. 926. 054. 914. 62[10401040188258002613. 868. 496. 936. 53[12 402000140105018258002717.7310.878. 888. 37[14a8258002822.7613. 9311. 4010. 75[16a401060121002000108258002928.5417, 4314. 2613. 46[18a40107018258003034. 8621.2017.3316. 36[20a40200028258003141. 2024. 9820. 3919. 24[22a1182580032401080146.5728.1622. 9721. 67[25a12·552

第八分册辅助钢结构82581双钢梁端一底简支梁（双槽钢）对2数件见附注3根据土建钢梁型式及尺寸确定型()4=2009()2号型N66"9865'TS668第八分册uu23号553.

发电厂汽水管道支吊架设计手册82581双钢梁端一底简支梁（双槽钢)292323数见附注3件型根据土建钢染型式及尺寸碗定型()9000800009000080008600061TOOET型2uu0OTT009T()uu828828828egtJ66N99*626*9822W06"2660°0TV"8T6022990*99S6°28IS"96280TV8"6%198SII"9919W96°9991'1269 °98S0*8T66~080S*68SS'OS*92022860616"20T89291W"98229元第八分册000号型554

第八分册辅助钢结构82581双钢梁端一底简支梁（双槽钢）23232数见附注3型根据士建钢梁型式及尺寸确定()型()00006000880000900008000型2昌uu088288B8TJB]型89 *S60 °8S'OT98859T218"820"T88T219*628°6998'2T88*990°698612918992816'V26'SS2S'89608STTV98890°S999°0T62116900988'TS28'2S899T 'T660'T109 *ST80028'S19°6822*9729z9SOOT09*89829S9*8S59T299*86"8T00820*SS98°29S0°06St'ZOTZ92TTO 'TF85998 *8第八分册30008555

发电厂汽水管道支吊架设计手册82582双钢梁端一底简支梁（工字钢）2数见附注2根据土建钢梁型式及尺寸碗定型()号型2()号型IT“NY76'T800"SS8°69Tz*98第八人分册0OS“征号2·556.

第八分册辅助钢结构82582双钢梁端一底简支梁（工字钢）2323423数件见附注2号型根据土建钢聚型式及尺寸确定型300TT009T()号型8T*800"ST86*6T98°08888W8918'T1S8 *9TSS'TZ89*8292"98OT'TZ89'601TT'61Z"9T50"8298*9988*890*29190*zz80"T199"58第八分册3000TOOST型557

发电厂汽水管道支吊架设计手册82582双钢梁端一底简支梁(工字钢232数见附注2件根据土建钢梁型式及尺寸确定型()号型Z1009T0092()2彩S62'6OE*6T9006"9828*998°SS28"90001>929S0'66S'TT"STOS'6T2682ST'TE082878°89ST'S29°6S8"ZT262899*866°2S28299*68ST 'OTS9*909°698*9T89°0206°298'T996 *v8v8"S8*888°0TZST192216"S8262TO 'SS29"S98T*0081*820'ST900219°0W986TO'6S29"S26206SO"SOT06°OT266169*81162898*0Z8988*86Z0'8ST62288'TES'TSSF'2922782S8689*921S'TS68S"8T82T8220%8S°6%60'S9“6261*9685"9第八分册uuOOST0002号558

第八分册辅助钢结构82582双钢梁端一底简支梁（工字钢）2数件见附注2根据土建钢梁型式及尺寸确定型号型300T8(#)8TI66*28'S9°16"STS8 *029 *9II "0"99226092S828*9S "9*868Z6'TS'0969 68 *608*9T69°020680989 °091OZI'OT90*TT2129*08298819°29S *Z99*92S8*T6OS *S9T第八分册3uu0008型559:

发电厂汽水管道支吊架设计手册83041混凝土梁端一端正三角架（双槽钢）/BPr.5NkN60°IclLLI注：1、吊架水平力Px=0.1Pz，支架水平力Px=0.3Pz。2、不宜用于管道位移量大的支架。管道位移后的支架底座边缘应保证在型钢翼缘之外。型号示例：Pz=80kN，L=450mm，吊架，生根于混凝土梁端一端。则，L1=L十a=450+200=650mm。型号：83041015（450/650)吊架支架件1、件2（各2件）型号LH许用荷载aL1L2型kN多mmmmmmmm8304100143. 3519. 64[101205205773898608304100255. 6625.60[126074301605608304100368. 2831. 89[14a6244529708304100483. 5539, 53[16a6474832006001083041005100. 3748. 01[18a670 5154008083041006117.2857. 12[20a6935462406401183041007133.1865. 73[22a7165789083041008145. 4971. 68[25a7516253007001283041009168. 0683. 07[28a78567310083041010210. 90106. 11[32a340740831736138304101137. 6716. 29[10120620693第446860八分册8304101248. 5321. 29[127234871606608304101359. 75[14a739510926.58500708304101473. 3433. 01[16a76254120070088. 33[18a108304101540. 61785573103. 63[20a8083041016.47, 9124074080860411·560

83041混凝土梁端一端正三角架（双槽钢）

第八分册助钢结构83091混凝土梁端一顶正三角架（双槽钢）Pr5 NkN600KNcl200LLI注：1、吊架水平力Px=0.1P，支架水平力Px=0.3Piz2、不宜用于管道位移量大的支架。管道位移后的支架底座边缘应保证在型钢翼缘之外。型号示例：Pz=80kN，L=450mm，吊架，生根于混凝土梁端一端。则，L1=L十a十200=450十200十200=850mm。型号：83091015（450/850）吊架支架件1、件2（各2件）Lk型号许用荷载cL1L2型mmkNmmmm8309100143. 3519. 64[101207205778608309100255. 6625. 60[126071607608309100368. 2831. 89[14a9624708309100483.5539. 53[16a6472008001083091005100.3748. 01[18a6704008083091006117.2857.12[20a6932408401183091007133.1865. 73[22a7169083091008145. 4971. 68[25a7513009001283091009168. 0683. 07[28a78510083091010210. 90106.11[32a340940831138309101137. 6716. 29[101208206938第八分册608309101248. 5321.29[1272316086098309101359. 7526.58[14a739500708309101473. 3433.01[16a762200900108309101588. 3340. 61[18a7858083091016103. 6347: 91[20a24094080811·563·

83091混凝土梁端一顶正三角架（双槽钢）

发电厂汽水管道支吊架设计手册83141混凝土柱端一端正三角架（双槽钢） PxkN PeKN:LI注：1、吊架水平力Px=0.1Pig，支架水平力Px=0.3Pig。2、不宜用于管道位移量大的支架。管道位移后的支架底座边缘应保证在型钢翼缘之外。型号示例：Pig=80kN，L=450mm，生根于混凝土柱端一端。则，L1=L十a=450+200=650mm。型号：83141015（450/650)吊架支架件1、件2（各2件)LH型号许用荷载cL2kaL1型号mmkNmmmmmm8314100143. 3519. 64[101205205773898608314100255. 6625. 60[12607430[14a16056098314100368. 2831. 89624452708314100483.5539. 53[16a6474832006001083141005100.3748. 01[18a6705154008083141006117.2857. 12[20a6935462406401183141007133.1865. 73[22a7165789083141008145.4971. 68[25a7516253007001283141009168. 0683. 07[28a78567310083141010210. 90106. 11[32a34074083173613第8314101137. 6716. 29[101206206934468第八分册21. 29608314101248. 53[12723487[14a16066026.5898314101359. 75739510500708314101473. 3433. 01[16a762541[18a200700108314101588. 3340. 6178557383141016[20a80103. 6347: 9124074080860411.566·

83141混凝土柱端一端正三角架（双槽钢）

Piz=80kN，L=450mm，生根于混凝土梁端一端。 则，L1=L+a=450+200=650mm。 型号，84041015（450/650)

84041混凝土梁端一端例三角架（双槽钢）

84041混凝土梁端一端侧三角架（双槽钢）

发电厂汽水管道支吊架设计手册84042混凝土梁端一端倒三角架（工字钢）LILPrI PsPr注：1、用于吊架。水平力Px=0.1Pz。型号示例：P=40kN，L=450mm，生根于混凝土梁端一端。则，L1=L十a=450+200=650mm。型号：84042016（450/650)件1、件2（各2件）件3(2件)L许用荷载H型号L1L2ka型型号mmkNmmmmmm8404200125. 15I101205205774050001389808404200232. 69I12607405000243016056098404200340. 35I1462440500034528404200451. 211166474050004483200600108404200562. 1111867040500055158404200673. 49I20a6934050006546400240640118404200791. 38I22a716405000757884042008106.49I25a75140500096253007001284042009122.85128a785405001167384042010151. 33I32a83140500137363807801384042011173. 62I36a878405001479984042012196.5940a420820924405001586214第8404201321. 81I1012062069340500014468八8404201428. 42I12723405000248716066098404201550035. 22I1473940500035108404201644. 891167624050004541200700108404201754. 611187854050005573572·

发电厂汽水管道支吊架设计手册84042混凝土梁端一端例三角架（工字钢）件1、件2(各2件)件3(2件）L许用荷毂HL1k型号aL2型型mmkNmmmmmm8404205781. 74128a3001100124740500119041284042058101. 32132a12934050013967800380118084042059136a13116. 6113394050014103084042060132. 35140a4201220138640500151093148404206114. 0911012010201155405000167788404206218. 511121185405000271816010608404206323. 17I141202405000374098404206429. 89116122440500047722001100108404206536. 65118124740500058048404206643. 77120a127040500068359002401140118404206755. 50122a129340500078678404206865, 01125a132840500099143001200128404206975. 36128a136340500119618404207093. 50132a14094050013102484042071380128013107. 66I36a14554050014108784042072122.24140a420132015014050015115114 8404207312. 8911012011201270405000173588404207416. 971121300405000277616011608404207521. 291141316798940500038404207627. 53I16133940500048302001181200108404207733. 81136340500058618404207840. 42120a1386405000689310002401240118404207951. 39122a140940500079248404208060. 23I25a144340500099723001300128404208169. 87128a1478405001110198404208286. 77I32a152440500131082380138013 8404208399. 96I36a15704050014114584042084113. 54I40a420142016174050015120814 ·574·

84051混凝土梁端二底例三角架（双槽钢）

发电厂汽水管道支吊架设计手册84052混凝土梁端一底倒三角架（工字钢）LI200L600kN3PrPa注：1、用于吊架。水平力Px=0.1Pi。型号示例：Ps=40kN，L=450mm，生根于混凝土梁端一底。则，L1=L+a+200=450+200+200=850mm。型号：84052016（450/850)件1、件2（各2件）件3(2件）L许用荷载型aL1L2型号型mm号mmkNmm8405200125. 15I10120720577405000188405200232. 69I12607405000216076098405200340. 35I1462440500038405200451.21I166474050004200800108405200562. 1111867040500058405200673. 49I20a6934050006400240840118405200791. 38122a716405000784052008106. 49125a75140500093009001284052009122.85128a785405001184052010151, 33I32a83140500133809801384052011173.62第八136a878405001484052012196. 59140a4201020924405001514分8405201321. 81110120820693405000188405201428. 42112723405000250016086098405201535. 2211473940500038405201644. 89116200900762405000410?578.

84052混凝土梁端一底例三角架（工字钢）

发电厂汽水管道支吊架设计手册

84052混凝土梁端一底例三角架（工字钢）

第八分册辅助钢结构84141混凝土柱端一端例三角架（双槽钢）LILLk正PrI PxPs注：1、用于吊架。水平力Px=0.1Pig。型号示例：Pz=80kN，L=450mm，生根于混凝土柱端一端。则，L1=L+a=450+200=650mm。型号：84141015（450/650)件1、件2（各2件）件3(2件）L许用荷载HL1k型aL2型号型号mmkNmmmmmm8414100141. 51[1012052057740400023898608414100253. 55[12607404000343016056098414100365. 95[14a6244040004452708414100480. 96[16a6474040005483200600108414100597. 53[18a67040400065154008084141006114. 25[20a693404000754624064084141007[22a71657811129.9840400089084141008142.06[25a75140400096253007001284141009164. 31[28a785404001167310084141010206.71[32a340740831404001273613 8414101135.62[1012062069340400024468608414101246. 19[12723404000348716066073998414101357. 15[14a404000451070第8414101470. 43[16a7624040005541500200700八分册108414101585.11[18a78540400065738084141016100.15[20a80840400076042407401184141017114.31[22a83140400086369084141018124.90[25a.300800866404000968312.581.

84141混凝土柱端一端倒三角架（双槽钢）

发电厂汽水管道支吊架设计手册84142混凝土柱端一端倒三角架（工字钢）LILA工CkNPrP注：1、用于吊架。水平力Px=0.1Pig。型号示例：Pig=40kN，L=450mm，生根于混凝土柱端一端。则，1L1=L+a=450+200=650mm。型号：884142016(450/650)件1、件2（各2件)件3（2件）L许用荷载Hk型aL1L2型号型号mmkNmmmmmm8414200125. 15110120520577405000138988414200232. 69112607405000243016056098414200340. 35I1462440500034528414200451. 21I166474050004483200600108414200562.1111867040500055158414200673. 49120a6934050006546400240640118414200791, 38122a716405000757884142008106. 49125a7514050096253007001284142009122.85128a785405001167384142010151. 33132a83140500137363807801384142011173. 62136a878405001479984142012196. 59140a420820924405001586214第8414201321. 81110120620693405000144688414201428. 42112723405000248716066011473951098414201550035. 2240500038414201644. 891167624050004541200700108414201754, 611187854050005573584·

发电厂汽水管道支吊架设计手册84142混凝土柱端一端倒三角架(工字钢)件1、件2（各2件）件3（2件）L许用荷载H号L1k型aL2型型号mmkNmmmmmm8414205781. 74128a3001100124740500119041284142058101. 32I32a1293405001396784142059800380118013 116. 61I36a13394050014103084142060132.35I40a4201220138640500151093148414206114. 0911012010201155405000167788414206218.511121185405000271816010608414206323.17I14120240500037408414206429. 89I16122440500047722001100108414206536. 65I18124740500058048414206643. 77I20a127040500068359002401140118414206755. 50122a12934050078678414206865. 01I25a132840500099143001200128414206975. 36128a136340500119618414207093.50132a14094050013102484142071380128013107. 66I36a14554050014108784142072122. 24I40a4201320150140500151151148414207312. 89I1012011201270405000173588414207416. 9711213004050002776160841420751160921.29I14131640500037988414207627. 53116133940500048302001200108414207733. 81I18136340500058618414207840. 42120a1386405000689310002401240118414207951, 39I22a140940500079248414208060. 23125a144340500099723001300128414208169. 87128a1478405001110198414208286. 77I32a1524405001310828414208338013801399. 96I36a15704050014114584142084113.54I40a420142016174050015120814第八分串·586.

1、用于吊架。水平力Px=0.1Pz。

Pig=40kN，L=450mm，生根于钢柱端一端。 则，L1=L十a=450+200=650mm。 型号：84242016（450/650）

84242钢柱端一端例三角架（工字钢）

第八分册辅助钢结构84242钢柱端一端倒三角架（工字钢）件1、件2（各2件）件3(2件)L许用荷载Hk型号aL1L2型号型号mmkNmmmmmm8424205781. 74I28a3001100124740500119041284242058101.32I32a1293405001396780038011801384242059116. 61136a13394050014103084242060132.35I40a4201220138640500151093148424206114. 09I10120102011554050001677008424206218. 51I1211854050002718160106098424206323. 17I14120240500037408424206429. 89I16122440500047722001100108424206536. 65118124740500058048424206643. 77120a127040500068359002401140118424206755.50122a129340500078678424206865, 01125a1328405000991430012008424206975. 36128a13631240500119618424207093. 50132a14094050013102438012801384242071107. 66136a14554050014108784242072122.24140a420132015014050015115114 8424207312. 89I1012011201270405000173588424207416. 97I12130040500027761601160 11498424207521. 29131640500037988424207627. 53116133940500048302001200108424207733. 81118136340500058618424207840. 42I20a1386405000689310002401240118424207951. 39122a140940500079248424208060. 23I25a14434050009972300130012 8424208169. 87128a1478405001110198424208286. 77I32a152440500131082380138013 8424208399. 96136a15704050014114584242084113.54140a420142016174050015120814:589:

第九分册附录常用钢材技术数据《热轧钢棒尺寸、外形、重量及允许偏差》GB/T 702—2008热轧圆钢的尺寸及理论重量圆钢公称理论圆钢公称理论圆钢公称理论圆锅公称理论直径d重量直径d重量直径d重量直径d重量mmkg/mmmkg/mmmkg/mmmkg/m5. 50. 186192. 23347. 136526.060. 222202. 47357. 556828. 56. 50. 260212. 72367. 997030. 270. 302222. 98388. 907534. 780. 395233. 26409. 868039. 590. 49924 3. 554210. 98544. 5100. 617253. 854512.59049. 9110. 746264. 174814. 29555. 6120. 888274. 495015. 410061. 713 1. 04284. 83 5317. 310568. 0141. 21295. 185518. 611074. 6151. 39305. 555619. 311581. 5161. 58315. 92 5820.712088. 8171. 78326. 316022. 212596. 3182. 00336. 716324. 5130104注：表中的理论重量是按密度7.85g/cm3计算第九分班591.

发电厂汽水管道支吊架设计手册常用钢材技术数据8586SS"128"818992526962*8861"9T28*9S8'28°818*682240"916 9 2229*8OS'68622028120"S8"9202S829*86(/）882(）面'T忆6"s9"s98*990222281'6680920%20'SS9 *S82*916*99T*824380℃58f560 96S *969°888*T20"28210"0820299"SZ'96S'920'206'T9126*292268*2881'ST9 °S69zTW'TZS'T45ST'T22'TW'TSS'T86'T889682o9'088 °000 *TST'TZS'T92T88'T102IS81Z *99 '88066°0OTT2s9T92T26T152i335806081'TIS'TS9"T88T58909082098°0860OT'T8T'TLL'T96 'T919"1522ZS*09*069°08/*088°0#6*000'T282*06S'099 081'T度第九分册2公宽592.

第九分册附录常用钢材技术数据8W18'TS88*8S#6"S92'8959892T9691*9968vS'T912188855902621860898"8866522698928284"951922296260°T831922889289*229288986226968999211902589"22°2100*6122）(uu)96*9T99°ZT9266018'8162*868°610*888$6868'682*1122219*820*6OS660 *ZS"ST16 *920'25828v9"818"687*929*9Z"9902222288888816S9 "S10 *998*968°6S9S26S8965*916"998228991*862*8"S29 *S6"0"965*969°00S6"S9"S68"SZ"?ISz3度88S6OOTR公究第九分册593

第九分册附录常用钢材技术数据《热轧型钢》GB/T706—2008工字钢截面尺寸、截面面积、理论重量及截面特性截面尺寸截面理论惯性矩惯性半径截面模数型d面积重量IxlyixiyWxWymncm2kg/mcmcmtcmcmcm3cm336a13610. 076.48060. 0371580055214. 42. 6987581. 236b36013812. 015. 812. 06. 083. 68065.6891650058214. 12. 6491984.336c14014. 090. 88071.3411730061213. 82. 6096287. 440a14210.586.11267.5982170066015. 92. 77109093. 240b40014412. 516. 512. 56. 394.11273. 8782280069215. 62. 71114096. 240c14614. 5102.11280. 1582390072715. 22. 65119099. 645a15011. 5102.44680.4203220085517.72. 89143011445b45015213. 518.013. 587. 4853380089417. 42. 84150011845c15415. 594.5503530093817.12. 79157012250a15812.0119. 30493. 65446500112019.73. 07186014250b50016014. 020.014. 07. 0129. 304101, 50448600117019. 43. 01194014650c16216. 0109.35450600122019. 02. 96208015155a16612. 5134.185105.33562900137021. 63. 19229016455b55016814. 5145.18565600142021. 23. 14239017055c17016.5156.18568400148020. 93. 08249017556a21.014. 57.316612.565600137022.03. 18234016556b56016814. 5146. 635115.10868500149021. 63. 16245017456c17016. 5157,835123.90071400156021.33. 16255018363a17613. 0154. 658121.40793900170024. 53. 31298019363b63017815.022. 015. 07. 5167.258131,29898100181024. 23. 29316020463c18017. 0179. 858141.189102000192023.83. 273300214第九分册·595·

第九分册附录常用钢材技术数据《热轧型钢》GB/T706—2008等边角钢截面尺寸、看截面面积、理论重量及截面特性尺惯性矩重心寸惯性半径截面模数距离型椒面理论外表号面积重量面积IxIzlIxoIyoixixolyoWxWmWyoZommcm?kg/mm²/mcm*cmtcm*cmcmcmcmcm3cmscm3cm45. 5704. 3720. 27526. 3945. 7441. 8010. 992.182.741. 405. 148. 444. 171. 8656. 8755. 3970. 27532. 2157. 2151, 0813. 312.162.731. 396. 3210. 324. 951. 917068. 1606. 4060. 27537. 7768. 7359. 9315. 612.152.711. 387. 4812.115. 671. 9579. 4247. 3980. 27543. 0980. 2968, 3517. 822. 142. 691. 388. 5913. 816. 341. 99810. 6678. 3730. 27448. 1791. 9276. 3719. 982.122.689. 6815. 436. 982.0357.4125. 81839, 9770. 5663. 3016. 632. 332.921. 507. 3211. 945. 772. 046.8.7976. 9050. 29446. 9584, 5574. 3819. 512. 312. 901, 498. 6414. 026. 672. 0710.1607. 9760. 29453, 5798, 7184. 9622.182. 302. 891. 489. 9316. 027.442. 117. 5811,5039. 0300. 29459. 96112. 9795. 0724. 862. 282. 881. 4711. 2017, 938. 192. 15912.82510. 0680. 29466. 10127. 30104. 7127. 482. 272. 861. 4612. 4319. 752.181014.12611. 0890. 29371. 98141. 71113. 9230. 052. 262. 841. 4613. 6421. 489. 562. 2257.9126. 21148. 7985. 3677. 3320. 253. 131. 608. 3413. 672. 1569.3977.3760. 31457.35102. 5090. 9823.72473. 111. 599. 8716. 082. 19710. 8608. 5250. 31465. 58119. 70104. 0727. 092. 463.101.5811. 3718. 408. 582. 23800012.3039. 6580. 31473. 49136. 97116. 6030. 392. 443. 081. 5712. 8320. 619.4627913.72510. 7740.31481. 11154. 31128. 6033. 612. 433. 061.5614. 2522.7310. 292. 311015.12611. 8740. 31388. 43171, 74140. 0936.772.423. 041. 5615. 6424. 7611. 082. 35610, 6378. 3500. 35482. 77145, 87131.2634. 282.793. 511. 8012. 6120. 639. 952. 44712. 3019.6560. 35494. 83170. 30150, 4739. 182. 783. 501. 7814. 5423. 6411. 192. 48813, 94410, 9460. 353106. 47194. 80168, 9743. 972.763. 481.7816. 4226. 5513. 352.5210915. 56612.2190. 353117.72219.39186. 7748. 66753. 4618. 2729. 3513. 462. 561017.16713, 4760. 353128. 58244.07203. 9053. 262.743. 451.7620. 0732. 0414.522. 5912 20. 30615. 9400. 353149.22293.76236.2162.222. 713.411. 7523. 5737.1216. 492. 67611.9329. 3660. 393114. 95200. 07181. 9847. 923.103. 902.0015. 6825. 7412. 692. 67713.79610. 8300. 393131, 86233,54208. 9754. 743. 093. 891. 9918. 1029. 5514. 262. 71815.63812.2760. 393148.24267, 09235.0761. 413. 083.881. 9820. 4733. 2415. 752.7617. 462260. 3067, 953, 861, 9722. 7936. 8117. 182. 8010100101219.26115.12083448284. 6874. 353.053. 841, 9625. 0640. 2618. 542. 841222.80017. 898402.34330. 9586. 843. 033.811. 9529. 4846. 8021.082. 911426.25620.6110. 391236.53470.75374, 0699. 003. 003. 771. 9433. 7352.9023.442.991629. 62723.2570.390262.53539.80414,16110. 892. 983. 741. 9437. 8258. 5725. 63715.19611.9280.433177.16310. 64280. 9473. 383. 414. 302. 2022. 0536. 1217. 512. 96817. 23813.5350. 433199. 46355. 20316. 4982.423. 404. 282. 1924. 9540. 6919. 393. 0111110101221.26116. 6900. 432242.19444, 65384. 3999. 983. 384. 252. 1730. 6049. 4222. 913. 091225.20019. 7820. 431282.55534. 60448. 17116. 933. 354. 222.1536. 0557. 6226.153. 161429.05622. 8090. 431320.71625.16508. 01133. 403.324. 182.1441. 3165. 3129.143.24第九·599:分册

第九分册附录常用钢材技术数据《热轧型钢》GB/T706—2008等边角钢截面尺寸、截面面积、理论重量及截面特性惯性矩重心尺寸惯性半径截面模数距离截面理论外表面积重量面积IxIxl IsoigoiyoWWzWyoZommcm2kg/mm²/mcmtcmtcm*cmtcmcmcmcm3cm3cm3cm1887. 84268. 9560, 9855268.229379. 118369.042167.417. 749.764.97290.12473.42224.036. 842097. 04576.1800. 9845779.3410426. 979181. 942376.747.729.734. 95319.66519.41242.56. 9224115.20190. 4330. 9836763.9312529.7410742.67 2785.197. 669: 664. 923377.34607., 707. 0726124. 15497. 4610. 9827238.0813585.1811491.33 2984,847.639. 624. 90405.05295.197.152525028133.022104.4220. 9827700. 60014643.66212219. 393181.817. 619. 584. 89433. 227. 2230141. 807111.3180. 9818151.8015706.3Q12927.263376.347.589.55460.51731.32150.508118.1490. 9818592.013568.71.87487.393735163. 402128.2710.9809232.449514611.163853.72册

发电厂汽水管道支吊架设计手册常用钢材技术数据《热轧H型钢和部分T型钢》GB/T11263—2005H型钢截面尺寸、截面面积、理论重量和截面特性型号截面尺寸(mm)理论惯性矩(cm*)惯性半径（cm)截面模数(cm3)类别高X宽重量(mmXmm)HBt1t2(cm²)(kg/m)IxIyixiyWxWy646299101513 152.75119. 9107794668826.566. 623337447.4650X300650300111713171.21134. 4122739765726.776. 693777510.565630112 2013195. 77153. 7144433910027. 166. 824403604. 6692300132018207. 54162. 9164101901428.126. 594743600.9700X3007003001324231.54181.81936221081428. 926. 835532720.9734299121618182.70143. 4155539714029.186. 254238477. 6742300132018214. 04168.0191989901529.956. 495175601. 0750X300750300132418238.04186. 92258631081530.803. 746023721. 0758303162818284.78223. 62713501300830. 876. 767160858.6792300142218239. 50188.0242399991931. 816. 446121661.3800X300800300142618263.50206.82809251171932. 656. 677023781.3HN834298141918227.46178. 6243858840032.746. 085848563.88422991523259.72203. 92912161027133. 496. 296917687.0850X300850330162718292.14229.33396701217934.106. 467992812.0858301173118324.72254. 93892341412534. 626. 609073938.5890299152318266.92209.53305881027335.196. 207429687.1900X300900300162818305. 82240.13972411263136. 046. 438828842.1912302183418360. 06282.64846151565236. 696. 59106281037970297162118 276. 00216.7382977920337. 255. 777896619.7980298172618315.50247.74621571150838.276. 049432772.31000X300990298173118345. 30271.13532011371339.376. 3010812920. 310003001936395.10310.26263961625639. 826. 411252810841008302214018439.26344.87045721843740. 056. 4813980122195483. 24. 57. 626. 0109. 78. 43. 791. 0523.13. 5100×5097495. 59. 387. 4141. 810. 93. 891. 0829. 24. 4100×10096994. 516. 2112. 7272.797. 14.102. 4556.819. 8118583. 24. 59. 267. 3202.414. 74. 681. 2634. 35. 1125×60120295.511. 48. 9259.718. 94. 771. 2943. 36. 4125×1251191234. 520.1215. 8523.6186. 25.103. 0488.030. 31453. 24. 5±1. 479. 0383. 229. 35. 781. 6052. 98. 0150X75147745. 511. 1488. 037. 35. 881. 6266. 410. 1HT139973.24. 513. 4410. 5447. 368. 55. 772. 2664. 414. 1150×100142994. 518. 2814. 3632.797. 25. 882. 3189. 119. 614414827.7721. 81070378. 46. 213. 69148.651. 1150×1501471498. 533. 6826. 413384686. 33. 73182.162. 9168883. 24. 513.5610. 6619.651. 26. 761. 9473. 811. 6175X90171894617. 5913. 8852.170. 66. 962. 0099. 715. 916717371333.3226. 21731604. 57. 214. 26207. 269. 9175X1751721756. 59.51344. 6535. 02466849. 27. 434. 36286. 897. 1604:

注： 1同一型号的产品SL 757-2017(最新版 替代SL 512-2011) 水工混凝土施工组织设计规范，其内侧尺寸高一致。 2截面面积计算公式为：“t1（H一2tz）十2Btz十0.858r2" 3“*”所示表示规格表示目前国内暂不能生产。

发电厂汽水管道支吊架设计手册

垂直管道固定支架强度计算公式

结论：满足强度要求！

发电厂汽水管道支吊架设计手册支吊架组装示例图0(N) )S'ON10828.614:

GB5725-2009安全网标准第九分册附录支吊架组装示例图0罐工字()Q0000E00288000HNX4Z=N615