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火力发电厂汽水管道支吊架设计手册2007 华北.pdf

连接件（弹簧类） 整定式弹簧组件设计选用说明 TI T5

整定式弹簧组件设计选用说明

连接件(弹簧类):单核、双板、上方整定弹簧组件T, 、T2..:T3(T3A)7TzT3(T3A)重量标号HoABEHiminHiM2HoH2TT31502301502202.0610125337046201702.2.501821702502402.611035.05184180253326041266201802505.915.6218518186ZJO35457030022162512190Z50107108Z30354312033022212302027010925537026241235Z352901102855065120400333040265320120333016401123206013450290350120393620451/33454803/837011470831204542201250420560375430115445806/052482455395450116140165001106.80626045090362851011738011514077070642870510.185701186/0ac231508107872322080.5406001196601508808680249057063012035280330280410201703141266203.88202300350300430203707.202043202583701426203z0430205340189206354570400166253402212450287.2083903545120450222012930390500209405N4902624..1293540552021050120465550+333016940465580w12033164052560120620125006103936204566123:53564051062095.002147085±2 (780456704z20123064576010.652i56858010081052245565577058.832/6800140901101940622860750870/92.52/792095115.14010707064281670 850.9700.0240.7218960105125150113078723220808801000388.813983130529Z19102012014015012008680352490930105022088

GI!板摧吊杆根部(直接吊类)N附注：安装时DB13／T 2480-2017 桥梁预应力孔道密实 注浆质量检测技术规程，应将件3(螺母）拧紧，使件2夹聚断。标号示例：P39 = 1000 公斤;板商 H= 700毫米L=700+80=780G/l./6~780件/(1件)件2（2件）件3（1件）标号Pig重量标号dLK标号标号G1l.10450F9.1010H+605F 3. 1DF1.10兄根部G1l.12700F9.1212H+706F3. /2F/. 1/2Gl161350F9.1616H+808F3. 16F/. 16材料表G1l.20220F9. 2020H+9010F3. 20F/. 20G11.243050F9. 2424H+10012F3. 24F/. 2499

限位装置（根部）垂直力吊板XG 1100林号示例限位力 P=3500公斤力标号XGI. 25材料：Q235B林号PmaxdHBAKXGI151250155L5010040.81XGL20250020ho120h/'9525500075928016084.733535106100200L2.19.4.520000451351202401417.82XGI5030000501541402801727.18限位装置 (根部)水平力吊板XG?标号示例限位=5500公斤力林号XG2.25材料：Q235BPmaydHBAK重量XG2. 1512501551501000.94XG2.20250020646012062.10XG2.255000252280160B5.26.XG2.35100023510610D200/ /1026XG2. 45200004515913025017.23 96XG2.5030000501581602902256.95102

悬臀吊(双糖钢根部（悬粱类崖G21 ~ G24件1（2件）件2(2件)件3(1件)吊架|支架标KPigac号L型号型号亮米(毫米)（公斤力）5/1750920188.5224701230E106050F7. 01F5 035332201590L/295420043402020L/4a5555502530r/ba105669403/20E18a8070F7. 02F5.035784803770L20 a5812406.7018859890按17506050F7. 01F5.036023301140E/2左96130030201430L/4Q页623830:1770E16a106347602/60L18a8070各F7 02F5.03G2/.645790260020a6597054018型8G226613707206050式F7. QIF503671830910E/2图968.40023701140T14aG23中6929901400E16a1036901700C18a标708070F7. 02F5. 03.7144702020t20a注G247274043068的87310705906050LF 7. 01750F5.0374.1420L12计9C/4a7550018709407623601150E16a算1077.29201390L1848070开F7. 02F5.03开7835201650E20a7963037018列.8.8091051050F7.0160F5.031811230650L12.9.82600160082083203010001094.25001210C18a8070F7.02F5.038530201430200"861070580E126050F7. Q1F5.05.98714.00730C149887001780900C160n89220010808070F7. 02F5.039026501270520aH91960520F126050F 7. 01F5. 039921250660Ci4a938001590810F16a941970980118a8070F7. 02F5.03952370150C20g106

根部（简支梁类）板肋（板－梁）简支吊（单槽钢G35 ～ G39附注:1、用于吊架，水平力Px=0.1 Pjg。2、生根于板肋的吊架荷载Pjg应征得土建专业的同意标号示例：Pjg=1200公斤力，生根于双T形板肋下，板肋距e.=1400毫米=500毫米则L=1400+100+100=160050039.271600≤45012≤5501e6650≤750件#1（1件）件2/件）件3（2件≤250P≤.3.50标Pi,K型号L型号e型号号（公斤力）Ty01700L8F8.01/38F.7. 0 !021350Li2F8.021.5950003Li6a按2/00F8.03/710F7. 0204305020a左F8.041905700L8F8.01/38F 7. 0 106/3.50F8.02159700072100E16a各F8.03/710F 7.02G35083050 20αF8. 041909[8型700F8、01138F 7. 0 1 G36:101350Li2式F8.0215911.9002100TbaF8. 03/710图F.7.0 2G3712 3050L 20 aF8.041913700E8中F8、01/38L12F 7.0 1G3814/350F8.02159151100[/6a的2100F8. 031710F 7.02G39163050L 20aLF8.04i917700690640630[8计/3F8.01818*700700700Lio13算F7.0119/330/240/220C1215***/350F8. 0292013001350/3.501350L14a开15212/00210020402000Li6a17Ei8a列F8. 0322102/100210017F7.02233050305030202960L20aF8. 04191124700650590560550L813F8. 01825700700700700Lio.13F 7. 0126135012501/40/0901080E1215F8. 029271500/3.50/350/350/350L14a15282060189018001770L16a172100F8.0329102i00210021002100L18aF 7.023030505050280026702630L200F8、0419114

G35～G39板肋（板一）简支吊（双槽钢）根部(简支梁类）G 35G36焊接要求见G350000100G37G38100200e焊接要求见G35G 39附注.同前页附注2.2（槽钢加强板）共3件.除1件焊于槽钢下翼炼，其余2件焊于槽钢上翼缘两端紧靠焊缝加强板处标号示例Pig=3000公斤力，生根于双T形板下，板助距七,=1400毫米，七=500毫米则L=1400+100+100=1600焊接要求见G357600115

根絮（三角架类）三角架(单槽钢)G4IG42虽禁支架件1.件2 (各1件)标G41G424KPig型中aL2号(毫米）（公斤力）号(毫米)(毫米)毫米）(濠米)濠米1125202110E14α26324912.30702600E16a2685032950D150650531101336703130C18a333341442203640C20α33339I!151210910C81836 61207209201616001250L10223711720201620C12223769186.0025202050C14α266463811930702540C16a2615075095038610G412036803080Ci8a333912142403590C2003339611221190870C818424120820102062315801200C10224292420101570C122243492570025002000C14a264397622630602480C16a26150850105044427.36703010C18a334492842403520C20a3345411G42291170840C818482120920112083015601160C1022487319901520C122249293280024801940C/4a264978773330402410L16a26/509501150502103436502940C18a335073542303440Ez0a3351213615401110C10221201020122054583719701470C122255038924601880C4a265553990030202350Cr6a2699315010501250560: 104036302870Cr8a3356 54142103370C2033570114219401420C122260794324301830C/40266124429902280C16a2610001501/50135011086174536002790Cr8a33622.46418032902003362.m..118

G41G 42三角架(双槽钢)褪部（三角架类）G4IG42PigPigPY&200Cc附注,1.用于吊架，水平力=0.1P9，用于支架，水平力=0.3g2.不宜用于管道位移量大的支架。应注意管道位移后的支架底座选缘应钙在槽钢（件1）的腹板之外。标号示例：Pj9=7090么斤力=650毫米生根于梁（或桂）侧，吊架刘L=650+200=850吊架一支架件 1.标件2 (各2件）lHK号Pjg.型caL2(豪米)（公斤力号(毫米)(毫米)(毫米)(毫米)毫米5137701680C855435712052072085249202230Cto577389505362102860C12600420G41160560760954.40077503620E14a6234525594804490C16a646483900105670200600114005460C18a6705/5G4257/33006480Ezoa22062082069254611.58.32601390C86704151206208205950042801850506924.46542016066086071547891192380C12

443 ;G44例三角架（单槽钢)根部（三角架类）G43G 4420PxP附注,仅用于帝架。水平力 Px=0.1 Bg标号示例：Pig= 1800 公斤力。 七=850毫米 生根梁侧和梁底则 2 ,= 850 + 160 +200 = /210/210件1件2 ( 各 件）件3（1件）件4(1件)标tPigHkG43G44型L2型型2.号(毫 米)（公斤力）号米号号米米)毫0118608554F1l.08G14.303571205201208022430[io577FIl. 10G14.36389033070L12600FIl. 12G14.36420160560760.9G43044003840L14a623FⅡ、14G14.42452054700L16a646F11、16G14.4248320060080010065650L18a670Fll.18G14.48515076.590[20a220620820692F.20G14.56546G44081600L8670FIl.08G14.304151206208208095002100L10692F11. 10G14. 36446102670Li121606608607/5Fll.12G14.364789/2/

根部阝（三角架类）倒三角杂汉槽钢G43G44件1.件2(各标件3(2件）Pig件40件TG4316441型HK型caL2型号L毫(公斤办）号(毫米)米)(毫米）号号（毫米6167101. 14 u50160660860739F 1i.14G15.56.5109628230Liaa762i/16G15.5654120070090010639900L18a785F11.18G15. 6457270641/600[ 20a220720920808F /I. 20G15. 6460411652820[.8785F/108G15. 3647566/207209203720[10808F I1. 10G15. 4250467504750[12831FI1. 12G15. 42536G4368760760960600L14a95950854F11. 14G15. 48567698830Li8a900F/f. 18G15. 64630107010410L20a702008001000923Fll. 20G15. 64662711281[24a970FII. 24G15. 72725/27225/0L8900FII. 08G15. 3653073120820102085320L10923FI. 10G15. 4256250744260[12946F1. 12G15. 4259391607586010607006600L16a99.3FII. /6G15.5662510769410[20a/039FIl. 20G15. 6465177.200900110011640L24a701085FIl. 24G15. 646887813000L2ia220G15. 7272.0/2(G449201120120Fll.27792270L810/6Fll. 08G15. 365888030009271120L10F1l. 10G15. 366208103950813850Ci21062Flf. 12G15.4265/1609608211608U06000L/6a1108F11.16G15. 4871410838610 20a1/54Fl1.20G15. 647771184[24a2001000/200106.30/200F11. 24G15. 6470840851.2330[27a220/0201220/235F Il.27G15. 72888128627.30C i01201020/2201/54F/.10G15. 366778874440L14a501200Fll. /4G15. 421740916010601260885.500Li6a/224F1/. 16G15. 4877210900897910L 20α1270F II. 20G15. 568.35//[.24a200.9011001300918070/3/6F Il. 24G15. 6489891113.5027a220/320FI1.27G15. 64121120/35/945922520/270F II. 10G15. 3673585016093Li4a116013604/00/3/6F /l. 12G15. 4279899410003160i8a/362FII.18G15. 4886110.95.200120084201400E22a701409F 11.22G15.569249610540Ezla2201220/4201466F1/.27G15. 64100312124

G 47周定支架（一）根部（三角架类）E何视图1zPzCKN/n=3FKN阴注固定支座的底板凡与槽钢构件接My触处（不论顶面或背面）均应满E焊，焊缝高度按本表中K值的12培。2件4（槽钢）交叉处应全部满焊而与件！接触处除面上取平不焊外，其余均满焊。3：如采用22型（焊接固定支座）时，应另划庭板，该底板应按72型所要求的焊缝高度与支座焊虫庭板厚度不得小于所要求的焊缝高度。当量力P计算如下：式中各符号的单位：Px,Py,Pz一公斤力；Mx，My，Mz一公斤力·厘米；H,e一厘米。上式为构件在最不利受力条件下的计算，因此六个复原力可任意方向。标号示例：（=550毫米，当量力P=34000公斤力，L1=550+250=800毫米件1[10[12[14a[16a[18a[20a[22a[24a[27a[30aF1/Wx10.3210.2670.23010.2030.1820.1620.1470.1350.1220.106129

根部（三角架类）固定支专（一)G 47标件 /. 2.3（件/、2各2件、件33件）件4（2件）件5（1件）lh号型号L2L3c型号L4L5型号米)（毫米）毫米水毫米）G47.0!16140Lio46/3308G47.0219460[12500200484362260L10~350; 23450Li4u9G47·0330050839427810500G47.04Li6a53/426G47.0532550550250554457320Li2~32010Li8a275X5G47.0616140L05773898G47.0719460Li2600200600420260L10~380G47.0823450Li4a6234.529400G47.09:27810L6a.500646483G471032550Lr8a5/510650250670320Li2~360G47.J136530Lzoa692546L100X/01G47.1216140Lto6924468G47./319460Li270020071.5477260L1o~440G47.14234509Lia738510L75X5G47.1527810Li6a762541500500G47./632550L8a32010750250785572L12G47·1736530~420[20a808604G47.1840340Lzza.635Z160x101I80030083/360550G47·1916140Lro8085048G47.2019460Li280020083/535300260Lio~52023450Li4a9G47.2I854567L75×5G47·2227810500600Li6a877599G47:2332550LiRa630320108.50！250900G47.2436530L20a923662~500G47.Z540340,L2za946693L100X1OG47.26Lz4a90030096936055043340725Li4a12G47.2719460L12946593900200260Lio~6009G47·2823450Li4a970625G47·2927810Li6a.993657L75X5500G 47.3032550Li8a.6881095025010/6320G47.311039[i236530L20a720Lz20~5801G47:3240340106275/G47·3343340L24a10001085782360L/00x10300Li4a550G47.3449750[z7a112012830G47·3523450Li4a10002001085683260L1o~6909G47·3627810Li6a1/08714L75.x 5G47.3732550Li8a5001010502501/3/746320G47.38[20a1154Liz36530777G47.3980040340L2a1177809~670G47.4043340[24a1/003001200840360L100X10.G47.449750[z7a1235887Li4a55012G47.4255600L30a1/5035012.7093540014130

G71~G74型双梁简支吊（双槽钢）根部（简支梁类）671G7Z2焊接要求见G71G73中相同焊缝的要求。P59PxG73件2. 垫板与件1674件 2. 型板与件 1 焊焊接要末见 G7I按要术更 G 7IPigPigPx1O0100附注:1. 用于吊架，水平力 Px=0.1P2. 件 2 (槽树加强板)共 3 件。 除 1 件焊于糖闭下翼象其余 2 件焊于槽钢上膜缘两端紧睾焊蜂加强板处、标号示例P3g=4000公斤力，聚距 e,=1400 毫米 e=6oD 毫米生根于两梁底部 侧 L=/40D+1D0+100=/6 00154

G75钢梁下双悬臂悬臂梁类KNKNBigKN4050n5050m100d=9F5.03悬臂长度槽100200300400500600700800号[6.32400120085065050042136032002L835001750124097074063054047003L1049402470175013701070910800700注、1.用于吊架R=01P582. h 值按生根钢梁确定3 m值n值156

G77钢梁下双悬臂悬臂梁类KAKN孔Φ=α+2L5050m2Cn50>=9悬臂长度标100200300400500600700BDD号钢允许荷重Kg0/L6.32400120085065050042036032D02LB35001750/24097074063054047003L10494024701750/3701070910800700注： .用于吊架 P× = 0.1 Pj.2. h . m. n 值按生根钢梁确定3. c 值按管部确是4. α为拉杆直径158

G58管沟内生根结构补充类销板±（60×60×6）跨距大标槽50010001500号2000钢018115070055042002[1016401000700610031222001350108083004［ 14a270017001350110005[16a318021001770139006 20a4450305026302080158a

附录四根部材科表檀钢焊纤加强板吊杆座G3I槽钢焊遥加强板槽钢加强板G3I长度件数长度件数G34F7F8件数G34F78:671201021202681490!03700036918a0217000420a047022 :0205801724a06121200.02728071ba.0373100802.20a0474.12.09.8.7514a2200011010017618a..1277229.020231214417827a17002451379830203418a8010011520a048112168824a0117108318a2700011812028422 a022200191408527a2016a038682118a028710.2220a048812.Q18914g32009018a植钢焊缝加蛋板增钢加强板9122a02G31长度件数件数件数92F727aG34件效F55185210焊螺加强板弟杆座015312G32长度件数F7F8性数5414a7005516a018015620020212025722a0316a60003504025882420g0459100580101601206120210014a0726i16a031200026216q0820a046320a02 09.801642431010160065801.12Q2661017001214a168

2019年注册道路专业案例（上真题解析）附录四根部材料表G35钢件数.长度F7木度件新G39G33F7F5竹数01801015180212021003.16a70052030102 53120420a.0454.4Q0580150001550612029005620a020716a03025722a0820 a045880.9801015910.0120211006012.I16a03026114a10001220a046213816a0120a021412.02631513001ba6424 a03026581620a2041786610o1186712106814a15001912026918a2014a1500023.22a217016Q0324 α.52218a02712437282320a04.731024.8o1741225107514a20002612./ 70002 7618a274a7722a0228Iba037827a2918a02793020a0488010、:Q18112824檀钢程缝加强板[植钢加蛋板2500G 358318aLF7F5件新8422α02G398527g518868521070087105312388120I548201300038914α5510900901805612 9122a025714α9227c5816a02170

根部材科表附 录四酒钢焊缝加强板增钢加强板钢焊缝加强板吊杆座G35G36.长度|件数|F7G39长度件数F7件数G37L805mx59.860100612020110006/120716a03110002621440820g046316a09802016418a10120216412006580302661D1220040113801671201681401412021300/40069161516a03027018402162Ca2047/20g1780172818101201731019.0102741220140160075.4a1500242116003761602218a.0277022320a0478233.24.801798251001801026/2011800028!122714a8214g1700281640383ibq2918a0218a023020α04848520a868871001G368812.长度件数性数F51900G37/891499015a51809118a0252.108009220a53.12 .54.855..10钢56.121000G 362件数件教F8健新5714a长度4G37F7门效.58.16a0201801..59.0102120260..10800121/200010316a03611202120a046214a17

根部材料表附录四钢焊缝加强板槽钢加强板檀树檀钢G38件数F.5长度|件数G41LG4IL长度件数件教6712012514a361020/368/4g.2616a371269169/6/2/2002718a3814a7018a022820a3916a20437/20a29.84018a72810/797304120a73103112421212.0!7432/4a43/4a75/4a3316a18274416a2258/400.76/6a3418a4518a7718a023520a4620 a7820a.79824138010槽檀120181G41L长度件数G41L长度82/4α/6008316a518107474/218068418a.02521010977516a18538520a53/21/607620a19398685414a11837724a/98587105516a/246780127a2040881256/8a1270.79.819368914袋1/8005720a/3128010/959901645881290811220229118a02591013/282/6a20689220a6012137528320a215526//4a13998424a22006216a14628527a2256槽钢槽钢63/8a/48586102070G41[件数G41长度64件数22a155/8714a2260658150588/16a2284018/318a661015288920a93523700220a1/8/101467/215919024a24/603/21586814a16/149127a247/0414416/366106918a/7009210243005/6a965127020a/7239314a24 760618a1814a17124a17909418425630720a19/6a/396728/7209522a260908820/8a731017439627a2686091//5/102/20a1012.22.8/11402310158211811216.224121612173

附录四根部材料表槽钢单孔吊板槽钢肋板钢槽钢肋板U形吊板件数件数G44长度F /I件数T44长度件数件数件数G I2F II件数G1315817050824.5618247018561610/728102457.20415/122056/712/79/1230588149008361814a18/41430591015/2103619/6a1877163660121575/2422018a190018366114a159914422120 a194320426216a/6621648228/920082063/8a168518482310/943102064.20a1728205624 1220061230658170508302514a203014306610/72810362616a209316366712179!12 362718a211618366814a18/414422820a215920366918a190018482982/3608207020a192320563010215910247124a/970245631122222122472819.20083032/4a2245143073101943103633/6a23081630741220062122363418a2331183675162205316423520a257420367620a2/3920483610237410207724a218524563712243812247827a22402756381/4a246014307982/3608303916a2523163080102/5910304018a254718368112222212364120a2590203682/6a226816424210263010208320a235420484314a267614248424a.24002456.4416a273916308527a245521564518a276218308610257410304620a282820368714A.246014368816a2484.1642892025702048檀钢9024a26162448槽钢肋板U形帝板9127a26712156G44长度度件数FIl件数G/3件数9210263010309314a26761442 518127408369418a276218425210/29710369522a28092248531213602122429627a2886275654/4a138314.485517616a14461648

附录四根部材料表角钢槽钢角钢4件长件长件长件G46件数度数度数度数L度数2616a76a22930692/5/6a/51200521231516/8a|/53518a20a55820al122820a2339/7229823661822a16322aX55030102389519/60810ODS3112244220 1/2/63]/210SXSL73214a2465V2114a/654/4a3316a2508/6a/12716a2200.53418a253/2318a75018a123520a2554L/00x72420a/77320a0/X00/7.368258122a|184622a25OSS223710260452624al/86924a/4a301226.582271/2184612V210623914a26802814a/870/4a354016a272429/6a/94316a4118a27473018a196618a124220a27703/20/98920a50X00/43827973222a206222a7524a4OSS44102820XSL73324a2085453427a|2/2027a14a12287346144289635|/4a|20851410~690SXS17471ba29403616#215816a4818a296237/8a|2/8/1&V520a29853820220420a12DL922a|227722a392X00/4024a230024a09槽角钢5钢27a|233527a4a件长长件4230a|242030a度效L度数度数011096/1012129841003/4a1008]1400416a/0816a05810418aSXSL70610771007/2/200102350814a223/4409/6a2961018a/320/8a121/120a|/34220aL/00X70SX.SL713124/51/21/0/4/4aj43814a178

附梁四根部材料表槽钢单头螺杆钢垫板丝发槽钢单头螺杆垫板槽钢加强极吊杆座5长件直长件长件件zs5长件直长件件件件bx8F3F3F5G度数度度数数度数度数F8径效数511270436016×900711/6a2094004050312005214a70942380/8x/05081220a24.98005070453|16a40013812860027344820 X/20095418a44014 1216906030302/4al36|380071516a14005580416x90209400405035616a8294240018x05081620a2498005070457/8a44017.88600183420m200948120202o15820a47018/088059/4a3616x90071912906039043800816030260/6a92942400/8X/052014a16009200461/8a22440件216a9402059344820x/20092004036220a470/ )2218a960061004/6x9063]/4a363800723202498005070464240018x/0516a1029420803248860019//202016518α44025108800210344820×2009 6620a470261290603030267/4a1/0436380母/6×900727/4a180016920042816a056816a40008940//294218X/0520040369/8a4402918a09960067020a|/3448|47020x/2030 20a2498005070414a/2043803616x90077216a12244007318a440槽钢单头螺杆槽钢加强橱热板/2294218XI050874长件直长件件20a470F3件G75/4a|/3038014X7506度数径数数/299度数761/6a/3243640016x9007824880057718844052108003090006/32918x05087820a47053/2369260754824880055510900槽单头螺杆垫板特钢加滚树吊杆座300656ZS121000926长件直长件件件件57//4a940G度数度数数数F816a36 01数589608128600201015982208800403402/2169060303202601024900050380016a20940040503611292604|20a1200050704.300624980621/4a94005 812860202226316a96006/2169060336 03026418a07100098007/16a2094004050365820880040820a24980050704661024 9000981400051218600201016712120092610 1216190603030268/4a3094006180

附录六常用型钢特性数据表1）轧制薄钢板的规格及尺寸（按CB/T708一1988）钢板厚度钢板宽度(mm)钢板种炎500600710750800850909501000110012504001500(mm)板长度(mm)0.35.0.412(010XX)0.45.0.5100015001000)150015(01500)15(0)0.55.0.61500)18(0)1420180016()1700180019()15(X)0.7;0.75200)2()20020X)20X02000)200020020001500)15(X)1500)15(0)15(0)0.8,0.9100120014201800160017001800190015001500142020X0)200020002000200020002000热1.0.1.110001000轧1.2, 1.2510012001000150015001500150015001.4, 1.51500142014201800160017001800190015(0)钢1.6.1.820X)200020002000200020002000200020001000板2.0,2.250X)60010X)1.50015(X)15001500150015002200)250028002.5,2.8100012001420180)16001700)1800)1900200300030003000300015001500200020X020002000)2000200030004(0)4000400040001000)1000)28003.0.3.21500)1500150015001500200022002500300030003.5.3.8500600142018001600170018001900300030003(0)350035004.010001200200020002000200020002000400040004000400040000.2:0.2512001420150015001500100018001800180018001800150015(X)0.3.0.415002000200020002000200018002000120014201500150015000.5.0.55100018001800180018001800150015000.615002000200020002000200018002000冷120014201500150015000.7.0.7510001800180018001800180015(0)1500轧1500200020002000200020002000200012001420150015001500)1500)0.8,0.91000180018001800180018001800150020002000钢1500200020020X02000)200020002000220025001.0.1.1板1000120014201500)15001500280028001.2,1.415()18001800180018001800180020002000300030001.5,1.62000200020002000200020002000200022002500350035001.8,2.02.2,2.55006002.8,3.01000120014201500)1500)1500180020003.2.3.51500180018001800180018001883.8,4.0200020002000200020002000

海绵城市建设技术指南0988586S95888886642382838852232E8181960168(881）2348838SE3889'9181252LE3835385485459122345SE69°L66°01889°8189238L61880LS:91J99584'SI:812S600°6181.(w/By):z11SI4(ww)OS'S8990°Z88L81度916191ES'E8司80°E63881LL'E0681C99.8O1ZS'1EL'T961ES'EE6'E68'S29°9LO'L118'62286181SES'E688S9'S10'9198886869E90S0880L0990001880S088LL80S9'SL6'S16'9S8L59L28'9+m/8x61SLZOS'S6S'9ISIES'E$9'S68'SCSS9098'0860LL'196'1HEEES'EEL'E'09'069'088'000:1ZS'I忆90°181102i宽度ww190

L5L6L7L8两侧伸入值型号两侧伸入值伸入值伸入值型号型号型号1. 5d0. 5dddL5. 1015L6. 105L7.1010L8.1010L5. 1218L6. 12L7.1212L8.12126L5. 1624L6.168L7.1616L8.1616L5. 2030L6. 2010L7.2020L8.2020L5. 2436L6. 2412L7.2424L8.2424L5.3045L6.3015L7.3030L8.3030L5. 3654L6. 3618L7.3636L8.3636L5. 4263L6. 4221L7. 4242L8. 4242L5.4872L6. 4824L7. 4848L8. 4848T1、T2、T5弹簧所带的L5两端各伸入1.5d，T3、T3A弹簧伸出螺母d。说明：1、有疏水坡切计算的管道，按管道安装标高进行拉杆长度的计算；2、无疏水坡切计算的管道按管道的设计标高进行拉杆长度的计算L5花兰螺丝L6吊杆螺纹接头伸人长度K度SL7环形耳子L8L形耳子d199