5-3-株洲氧凈鋼結(jié)構(gòu)施工方案10

施工方案施工方案 ：0.70KN/m2：KN/m2KN/m2KN/m2：CECS102:2002)JGJ82-91)度度料機(jī)高工40KWA。裝采123456351321789254825T11ZKH-10044AX-50086213Z80/Z32K3311221t/5t35t/3t822222210T123224CTS-225m/10m/50m11310/3/111臺(tái)臺(tái)把把臺(tái)臺(tái)備合合合合合合注格格格格格格(天)385495251015202530序號(hào)123456789354045半成品半成品庫(kù)分類堆放零件平直剪沖鋸小裝配總裝配割二次下料部銑平；t量8~98~98~98~98~9δ—量—H800800800800800L1量5~65~64~4.536tδhBδ888HH400400400400400LltB1602003003604206~76~76~76~78~92403003603604206543.532020202525δB10~1110~1110~118~98~98~910~1110~1110~1110~1110~1110~1110~1110~1110~1110~1110~118~98~98~910~116~76~76~76~78~98~98~910~1110~1110~1110~118~98008001000100010001000100010001000100010001200120015001500160043.52.53.55~64.54343.52.53.532.5235006003003003604204205005006006006006006006006004204204204202002402403004204204206006006006002404004004004005005006006006006006006006006008008003.533.53.533.53.533323332.52252525252525252530304025302530253020202020304020252025304088884623528-42820-120035-50700-100040-63500-80063-125200-40050-85350-600電焊流接11000-120042-44850-100040-42600-70036-38700-85038-40焊電接弧32-3432-3434-3636-3836-3838-40(A)750-800775-825800-850850-900900-950950-1000(m/h)3230252320(mm)2-33-44-54-55-66-7(mm)10-1214-1618-2022-2426-2830-3234-3634-3636-4038-4238-4240-44(mm)82022244445455456645正440-480反480-530正530-570反590-640正620-660反680-720正830-850反600-620正530-570反590-640正620-660反680-72000正反780-820正700-750反50反900-950正700-720反700-75000303131333536-3836-3831333536-3829-3236-38363838-4037-3936-3834380.500.630.420.410.420.750.630.420.410.330.460.330.460.450.400.620.310.30.27焊焊aa(mm)01.5-2.01.5-2.01.5-2.055-6055-6055-6055-60453046504600578032-3432-3432-3432-35(mm)68(mm)776m/min)0.750.750.751((m/min)0.77-0.831.830.83-.922.00.9-1(m/min)0.330.420.270.3(A)600-700675-700700-750725-750750-800(mm)54545(V)34-3634-3634-3634-3634-3668(3)除(4)施(5)T(6)非(3)除(4)施(5)T(6)非3mm。tt(mm)Q235Q295、Q345-60℃--E6015、E6016不大于4mL/100g。焊接收縮量表11加加鋼卻檢制工在。查作 1主控項(xiàng)目 查。。。。。。一級(jí)、二級(jí)焊縫的質(zhì)量等級(jí)及缺陷分級(jí)表3.2.7.1度側(cè)度側(cè)處每抽 ((，(檢二1一般項(xiàng)目級(jí)焊縫外觀質(zhì)量標(biāo)準(zhǔn)(mm)表2－1每抽每抽紋必直的加 2.( 2.((。焊度直熱形4.5.5曲項(xiàng)彎翼扭目曲板對(duì)可量的的度接用數(shù)上4.5.6。。4.5.7為0.3~0.55MPa。+5+4+4+3cmaxb+28g+14b+8g+40~3cminb+8g+4b+8g+4δ度90°1000ΔΔfΔ1234緣板直板曲板曲hbbh＞1000ebbb/100h3.0hl/10005.0h/250fb扭fb5.0f0f003.03.02.0(E4303mm)Φ3.2Φ4 (A)90~110190 (v)21~2322~24 (mm/min)110~130130~150(mm)(A)(v)(mm/min)(L/min)H08MΦ23035±800±n2Si1.2±5120為疊上件5.1.15.1.25.1.35.1.4。備。。供送和面標(biāo)應(yīng)達(dá)編、供送和面標(biāo)應(yīng)達(dá)編、記構(gòu)。號(hào)。擦的類置涂。套前格線斜墊鋼正數(shù)正數(shù)于工陷方于固螺方和垂上核上。直面，螺(3)柱用5.2.6 段。(4)檢2)高 線。法250KN，板。應(yīng)以度應(yīng)以度板均元根保的勻板據(jù)證下與的0~200mm。20m/min。 裂，可b.空c.5-38oC，行，。交面行，。交面行好檢須底嚴(yán)檢施施·20MnTiB/35VB40B/4545,35/35MnVB358H10H35-45HRC10H8H35-45HRCM12M16M20M22M24Pmind273032350.1380.1320.1230.1200.11810.131550.130520.131460.1302330.1310100.129640.1308的K值K值的K值K值10.1310.13850.1390.11820.1250.12060.1290.14130.1270.12270.1370.13340.1350.13980.1330.119螺摩富驗(yàn)。根性試厚應(yīng)擰一95P~1．驗(yàn)μ=Nv/(nf)9.1.19.1.29.1.39.1.49.1.59.1.69.1.79.1.8施對(duì)理入地業(yè)架付腳符