5-3-株洲氧凈鋼結構施工方案10

施工方案施工方案 ：0.70KN/m2：KN/m2KN/m2KN/m2：CECS102:2002)JGJ82-91)度度料機高工40KWA。裝采123456351321789254825T11ZKH-10044AX-50086213Z80/Z32K3311221t/5t35t/3t822222210T123224CTS-225m/10m/50m11310/3/111臺臺把把臺臺備合合合合合合注格格格格格格(天)385495251015202530序號123456789354045半成品半成品庫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主控項目 查。。。。。。一級、二級焊縫的質量等級及缺陷分級表3.2.7.1度側度側處每抽 ((，(檢二1一般項目級焊縫外觀質量標準(mm)表2－1每抽每抽紋必直的加 2.( 2.((。焊度直熱形4.5.5曲項彎翼扭目曲板對可量的的度接用數上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。。供送和面標應達編、供送和面標應達編、記構。號。擦的類置涂。套前格線斜墊鋼正數正數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。應以度應以度板均元根保的勻板據證下與的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。根性試厚應擰一95P~1．驗μ=Nv/(nf)9.1.19.1.29.1.39.1.49.1.59.1.69.1.79.1.8施對理入地業(yè)架付腳符