5-3-株洲氧净钢结构施工方案10

施工方案施工方案 ：0.70KN/m²：KN/m²KN/m²KN/m²：CECS102:2002)JGJ82-91)度度料机高工40KWA。装采123456351321789254825T11ZKH-10044AX-50086213Z80/Z32K3311221t/5t35t/3t822222210T123224CTS-225m/10m/50m11310/3/111台台把把台台备合合合合合合注格格格格格格(天)385495251015202530序号123456789354045半成品半成品库分类堆放零件平直剪冲锯小装配总装配割二次下料部铣平；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电焊流接11000-120042-44850-100040-42600-70036-38700-85038-40焊电接弧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。焊接收缩量表11加加钢却检制工在。查作 1主控项目 查。。。。。。一级、二级焊缝的质量等级及缺陷分级表3.2.7.1度侧度侧处每抽 ((，(检二1一般项目级焊缝外观质量标准(mm)表2－1每抽每抽纹必直的加 2.( 2.((。焊度直热形4.5.5曲项弯翼扭目曲板对可量的的度接用数上4.5.6。。4.5.7为0.3~0.55MPa。+5+4+4+3cmaxb+28g+14b+8g+40~3cminb+8g+4b+8g+4δ度90°1000ΔΔfΔ1234缘板直板曲板曲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为叠上件5.1.15.1.25.1.35.1.4。备。。供送和面标应达编、供送和面标应达编、记构。号。擦的类置涂。套前格线斜垫钢正数正数于工陷方于固螺方和垂上核上。直面，螺(3)柱用5.2.6 段。(4)检2)高 线。法250KN，板。应以度应以度板均元根保的匀板据证下与的0~200mm。20m/min。 裂，可b.空c.5-38ºC，行，。交面行，。交面行好检须底严检施施·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螺摩富验。根性试厚应拧一95P~1．验μ=Nv/(nf)9.1.19.1.29.1.39.1.49.1.59.1.69.1.79.1.8施对理入地业架付脚符