文体中心装饰条计算书

(GB50018-2002)(GB50009-2012)(GB50011-2010)(2016年版)(GB50018-2002)(GB50009-2012)(GB50011-2010)(2016年版)(GB50007-2011)《冷弯薄壁型钢结构技术规范》《建筑结构荷载规范》《建筑抗震设计规范》《建筑地基基础设计规范》2计算简图、几何信息90.04090.0400.25多遇地震I1类第一组1.00振型分解法(2)1.30恒载1.30水平地震.地震作用规范： 《建筑抗震设计规范》(GB50011-2010)(2016年版)地震烈度：6度(0.05g)水平地震影响系数最大值： 0.040计算振型数：建筑结构阻尼比:特征周期值：地震影响：场地类别：地震分组：周期折减系数：地震力计算方法:.温度作用无温度作用O6荷载组合1.30恒载+1.50风载工况11.00恒载+1.50风载工况11.00恒载+1.30水平地震4内力位移计算结果内力最不利内力各效应组合下最大支座反力设计值(单位：kN、kN.m)节点号控制组合号组合序号N1N2N3MlM2M337N1最大41-0.0-0.30.00.00.00.0N2最大41-0.0-0.30.00.00.00.0N3最大11-0.9-13.00.00.00.00.0合力最大11-0.9-13.00.00.00.00.0N1最小11-0.9-13.00.00.00.00.0N2最小11-0.9-13.00.00.00.00.0节点号控制组合号组合序号N1N2N3MlM2M3N3最小11-0.9-13.00.00.00.00.038N1最大210.0-0.40.00.00.00.0N2最大31-0.912.10.00.00.00.0N3最大11-0.912.00.00.00.00.0合力最大31-0.912.10.00.00.00.0N1最小31-0.912.10.00.00.00.0N2最小210.0-0.40.00.00.00.0N3最小11-0.912.00.00.00.00.039N1最大110.70.03.10.00.00.0N2最大110.70.03.10.00.00.0N3最大210.00.03.70.00.00.0合力最大210.00.03.70.00.00.0N1最小410.00.02.90.00.00.0N2最小110.70.03.10.00.00.0N3最小310.70.02.30.00.00.040N1最大310.70.03.40.00.00.0N2最大110.70.04.30.00.00.0N3最大110.70.04.30.00.00.0合力最大110.70.04.30.00.00.0N1最小21-0.00.03.70.00.00.0N2最小110.70.04.30.00.00.0N3最小41-0.00.02.90.00.00.041N1最大41-0.00.30.00.00.00.0N2最大21-0.00.40.00.00.00.0N3最大11-2.3-21.50.00.00.00.0合力最大31-2.3-21.60.00.00.00.0N1最小11-2.3-21.50.00.00.00.0N2最小31-2.3-21.60.00.00.00.0N3最小11-2.3-21.50.00.00.00.042N1最大210.00.40.00.00.00.0N2最大11-2.322.00.00.00.00.0N3最大11-2.322.00.00.00.00.0合力最大11-2.322.00.00.00.00.0N1最小31-2.321.90.00.00.00.0N2最小410.00.30.00.00.00.0N3最小11-2.322.00.00.00.00.0各效应组合下最大支座反力标准值（单位：kN>kN.in）节点号控制组合号组合序号N1N2N3MlM2M337N1最大21-0.0-0.30.00.00.00.0N2最大21-0.0-0.30.00.00.00.0N3最大11-0.6-8.70.00.00.00.0合力最大11-0.6-8.70.00.00.00.0N1最小11-0.6-8.70.00.00.00.0N2最小11-0.6-8.70.00.00.00.0N3最小11-0.6-8.70.00.00.00.038N1最大210.0-0.30.00.00.00.0N2最大11-0.68.00.00.00.00.0N3最大11-0.68.00.00.00.00.0合力最大11-0.68.00.00.00.00.0N1最小11-0.68.00.00.00.00.0N2最小210.0-0.30.00.00.00.0N3最小11-0.68.00.00.00.00.039N1最大110.40.02.50.00.00.0N2最大110.40.02.50.00.00.0N3最大210.00.02.90.00.00.0合力最大210.00.02.90.00.00.0N1最小210.00.02.90.00.00.0N2最小110.40.02.50.00.00.0N3最小110.40.02.50.00.00.040N1最大110.40.03.20.00.00.0N2最大110.40.03.20.00.00.0N3最大110.40.03.20.00.00.0合力最大110.40.03.20.00.00.0N1最小21-0.00.02.90.00.00.0N2最小110.40.03.20.00.00.0N3最小21-0.00.02.90.00.00.041N1最大21-0.00.30.00.00.00.0N2最大21-0.00.30.00.00.00.0N3最大11-1.5-14.30.00.00.00.0合力最大11-1.5-14.30.0().()0.00.0N1最小11-1.5-14.30.00.00.00.0N2最小11-1.5-14.30.00.00.00.0N3最小11-1.5-14.30.00.00.00.0节点号控制组合号组合序号N1N2N3MlM2M342N1最大210.00.30.00.00.00.0N2最大11-1.514.70.00.00.00.0N3最大11-1.514.70.00.00.00.0合力最大11-1.514.70.00.00.00.0N1最小11-1.514.70.00.00.00.0N2最小210.00.30.00.00.00.0N3最小11-1.514.70.00.00.00.0内力包络及统计按轴力N最大显示构件颜色(kN)轴力N最大的前10个单元的内力(单位：m,kN,kN.m)序号|单元号|组合号|组合序|位置轴力N剪力Q2剪力Q3扭矩M弯矩M2穹矩M3序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3164110.00022.00.02.3-0.0-0.30.0250310.00012.10.00.90.0-0.10.0317111.3009.40.1-0.1-0.0-0.1-0.0411111.3009.1-0.1-0.1-0.0-0.10.1568110.0008.0-0.71.2-0.0-0.2-0.1645110.6007.8-0.5-0.60.0-0.30.279111.3007.5-0.1-0.2-0.0-0.10.187311.3007.3-0.1-0.1-0.0-0.00.1915111.3007.20.1-0.2-0.0-0.1-0.01013311.3007.10.1-0.0-0.0-0.0-0.0按轴力N最小显示构件颜色(kN)轴力N最小的前10个单元的内力(单位:m,kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3162310.000-21.60.02.3-0.0-0.30.0序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3248110.000-13.00.00.90.0-0.10.0314110.000-8.3-0.0-0.1-0.00.10.148110.000-8.1-0.2-0.1-0.00.1-0.0510110.000-7.7-0.3-0.2-0.00.1-0.1616110.000-7.3-0.1-0.2-0.00.10.0770310.000-6.9-0.31.2-0.0-0.2-0.1812310.000~6.0-0.2-0.1-0.00.1-0.0978110.000-5.8-0.50.60.0-0.1-0.11018310.000-4.50.0-0.1-0.00.10.1<?..按弯矩M2最大显示构件颜色(kN.in)弯矩M2最大的前10个单元的内力(单位：m,kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3160110.000-0.1-2.5-14.4-0.00.6-0.1246110.000-0.1-7.00.00.30.1序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3368110.4008.0-0.71.3-0.00.30.2470310.400-6.9-0.41.2-0.00.30.1561310.000-0.3-3.1-6.40.00.3-0.1647310.000-0.13.4-4.1-0.00.20.1776110.4005.1-0.50.60.00.10.1878310.400-5.70.10.60.00.10.193110.0003.1-0.2-0.2-0.00.1-0.1109110.0007.2-0.1-0.2-0.00.1-0.0按弯矩M2最小显示构件颜色(kN.in)弯矩M2最小的前10个单元的内力(单位：kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3160310.080-0.1-2.5-14.4-0.0-0.60.1262110.000-21.50.02.3-0.0-0.30.0364310.00021.90.02.3-0.0-0.30.0序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3446310.080-0.13.3-7.00.0-0.3-0.1545110.6007.8-0.5-0.60.0-0.30.2661110.080-0.3-3.1-6.40.0-0.30.1744210.6004.5-0.0-0.50.0-0.20.0870310.000-6.9-0.31.2-0.0-0.2-0.1968110.0008.00.71.2-0.0-0.2-0.11047110.080-0.13.4-4.1-0.0-0.2-0.2按弯矩M3最大显示构件颜色(kN.m)弯矩M3最大的前10个单元的内力(单位:m,kN,kN.m)序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3135110.080-0.2-7.2-0.10.0-0.00.3223310.0002.20.4-0.10.00.00.2336110.080-0.3-5.7-0.20.0-0.00.2421310.0001.20.」-0.10.00.10.2序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3524110.0004.30.2-0.10.00.10.2665110.4000.1-0.90.00.00.00.2739110.080-0.2-4.80.30.00.00.2858110.400-0.1-0.90.10.00.00.2919310.0002.20.3-0.10.00.00.21051110.4000.20.90.10.00.00.2按弯矩M3最小显示构件颜色（kN.m）弯矩M3最小的前10个单元的内力（单位：m,kN,kN.m）序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3157110.0000.0-4.3-0.7-0.00.1-0.6255210.0000.0-3.7-0.0-0.00.0-0.5374110.400-2.20.9-0.1-0.0-0.0-0.3472210.400-0.50.8-0.00.0-0.0-0.3535310.000-0.27.1-0.10.00.0-0.3序号单元号组合号组合序位置轴力N剪力Q2剪力Q3扭矩M弯矩M2弯矩M3624111.3004.50.5-0.10.0-0.1-0.3722111.300-1.40.6-0.10.0-0.1-0.3823311.3002.30.4-0.10.0-0.0-0.3936310.000-0.3-5.7-0.20.00.0-0.21045310.0006.70.7-0.50.00.1-0.22位移2.1组合位移最大正位移组合1:Uz(mm)节点编号图最大负位移组合1:Uz(mm)5设计验算结果本工程有1种材料：Q235B：弹性模量:2.06*105N/mm2；泊松比：0.30；线膨胀系数：1.20*107质量密度：7850kg/m3o设计验算结果图及统计表根据计算分析模型，进行规范检验，检验结果表明，结构能够满足承载力计算要求，应力比最大值为0.61。下图为模型总体应力比分布图：杆件应力比分布图按“强度应力比”显示构件颜色“强度应力比”最大的前10个单元的验算结果（所在组合号/情况号）序号单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果1570.420(1/1)0.6120.6120.1580.0241010满足2600.418(1/1)0.6080.6080.0920.52966满足3640.333(1/1)0.0000.0860.0000.0851010满足4620.332(3/1)0.3740.4880.0000.0851010满足5550.322(1/1)0.4690.4690.1160.0241010满足6680.314(1/1)0.3110.3110.0280.0462828满足7450.297(1/1)0.1690.2900.0240.0215044满足8700.275(1/1)0.2360.4060.0190.0442828满足9460.256(3/1)0.3730.3730.1200.25966满足10240.247(1/1)0.2310.2800.0190.00411395满足按“强度应力比”统计结果表范围>1.001.00^0.900.90~0.700.70~0.500.50^0.01单元数000078百分比0.0%0.0%0.0%0.0%100.0%按“绕2轴应力比”显示构件颜色“绕2轴整体稳定应力比”最大的前10个单元的验算结果（所在组合号/情况号）按“绕2轴整体稳定应力比”统计结果表序号单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果1570.4200.612(1/1)0.6120.1580.0241010满足2600.4180.608(1/1)0.6080.0920.52966满足3550.3220.469(1/1)0.4690.1160.0241010满足4620.3320.374(3/1)0.4880.0000.0851010满足5460.2560.373(3/1)0.3730.1200.25966满足6610.2430.354(1/1)0.3540.1140.23566满足7680.3140.311(1/1)0.3110.0280.0462828满足8740.1980.290(1/1)0.2910.0330.0042828满足9220.2290.280(1/1)0.3440.0220.00510295满足10200.1680.279(1/1)0.2670.0150.00411395满足范围>1.001.00,900.90"。700.70~0.500.50,00单元数000276百分比0.0%0.0%0.0%2.6%97.4%按“绕3轴应力比”显示构件颜色“绕3轴整体稳定应力比”最大的前10个单元的验算结果（所在组合号/情况号）序号单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果1570.4200.6120.612(1/1)0.1580.0241010满足2600.4180.6080.608(1/1)0.0920.52966满足3620.3320.3740.488(3/1)0.0000.0851010满足4550.3220.4690.469(1/1)0.1160.0241010满足5700.2750.2360.406(1/1)0.0190.0442828满足6460.2560.3730.373(3/1)0.1200.25966满足7610.2430.3540.354(1/1)0.1140.23566满足序号单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果8220.2290.2800.344(1/1)0.0220.00510295满足9680.3140.3110.311(1/1)0.0280.0462828满足1040.1880.2080.291(1/1)0.0140.0079087满足按“绕3轴整体稳定应力比”统计结果表范围>1.001.00^0.900.90~0.700.70~0.500.50~0.00单元数000276百分比0.0%0.0%0.0%2.6%97.4%2设计验算结果表设口•验算结果表（强度和整体稳定）单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果10.1500.1620.0690.0080.0059787满足20.1510.2400.2360.0110.0059787满足30.1860.1290.1150.0080.0079087满足40.1880.2080.2910.0140.0079087满足50.1770.1200.0910.0080.0069787满足60.1610.1830.2480.0110.0069787满足70.1420.0780.0480.0030.00510994满足80.1310.2590.2350.0070.00510994满足90.1750.0340.0850.0030.00710094满足100.1540.1920.2670.0100.00710094满足110.1660.0100.0530.0020.00510994满足120.1280.1700.2170.0060.00510994满足130.1370.0730.0480.0030.00410894满足140.1270.2560.2320.0080.00410894满足150.1720.0490.0810.0040.00610094满足160.1640.2120.2800.0130.00610094满足170.1810.0370.0480.0040.00510894满足180.1280.1670.2080.0090.00510894满足190.1520.1830.0630.0100.00411395满足单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果200.1680.2790.2670.0150.00411395满足210.1830.1890.1070.0110.00510295满足220.2290.2800.3440.0220.00510295满足230.2140.2440.0810.0140.00411395满足240.2470.2310.2800.0190.00411395满足250.1010.1480.1480.1470.00366满足260.1050.1530.1530.1510.00266满足270.0640.0930.0930.0140.0022828满足280.1140.1660.1660.0300.0052828满足290.11()0.1600.1600.1570.00566满足300.0250.0360.0360.0280.00866满足310.0120.0180.0180.0130.00166涉足320.0580.0800.0800.0130.0012828满足330.1070.1530.1530.0280.0042828满足340.0100.0140.0140.0020.00966满足350.1790.2600.2600.2630.00566满足360.1470.2140.2140.2100.00666满足370.0790.1150.1150.0180.0032828满足380.1190.1730.1730.0320.0032828满足390.1240.1800.1800.1750.01166满足400.0680.1000.1000.0010.0125344满足410.0500.0680.0680.0020.0075344满足420.1140.1200.1330.0090.0114744满足430.0930.1050.1180.0140.0064744满足440.2220.2140.2040.0210.0155044满足450.2970.1690.2900.0240.0215044满足460.2560.3730.3730.1200.25966满足470.1900.2760.2760.1230.14966满足480.1570.1880.2310.0000.0331010满足490.0780.1100.1100.0180.0012828满足500.1510.0030.0030.0000.0321010满足510.1180.1680.1680.0320.0022828满足520.1180.1720.1720.1200.05166满足530.1100.1600.1600.1000.06466满足540.0570.0830.0830.0630.02066满足550.3220.4690.4690.1160.0241010满足单元号强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比结果560.0840.1220.1220.0200.0022828满足570.4200.6120.6120.1580.0241010满足580.1200.1750.1750.0320.0032828满足590.0370.0540.0540.0180.03666满足600.4180.6080.6080.0920.52966满足610.2430.3540.3540.1140.23566满足620.3320.3740.4880.0000.0851010满足630.0830.1200.1200.0210.0012828满足640.3330.0000.0860.0000.0851010满足650.1220.1770.1770.0330.0022828满足660.1190.1730.1730.1290.04266满足670.0890.1050.1050.0080.0162828涉足680.3140.3110.3110.0280.0462828满足690.1000.0940.1460.0140.0142828满足700.2750.2360.4060.0190.0442828满足710.0330.0450.0450.0070.0032828满足720.1880.2510.2510.0300.0052828满足730.0630.0920.0920.0130.0022828满足740.1980.2900.2910.0330.0042828满足750.0840.0990.0990.0100.0112828满足760.1840.1740.1740.0190.0232828满足770.0860.0920.1270.0100.0102828满足780.1910.1960.2820.0200.0222828满足最严控制表（强度和整体稳定）强度绕2轴整体稳定绕3轴整体稳定沿2轴抗剪应力比沿3轴抗剪应力比绕2轴长细比绕3轴长细比所在单元57575735601919数值0.4200.6120.6120.2630.52911395附录50X50X4方形空心型钢截面示意图单元编号图各节点信息如下表:节点号x坐标(m)y坐标(m)z坐标(m)X向约束y向约束z向约束绕X约束绕y约束绕z约束1-22.233-8.1596.9172-22.233-8.1598.1173-22.313-8.1598.1174-22.313-8.1596.9175-22.233-7.7596.9176-22.233-7.7598.1177-22.313-7.7598.1178-22.313-7.7596.9179-22.233-7.3596.91710-22.233-7.3598.11711-22.313-7.3598.11712-22.313-7.3596.91713-22.233-8.1599.41714-22.313-8.1599.417各单元信息如卜耒:节点号x坐标(m)y坐标(m)z坐标(m)X向约束y向约束z向约束绕x约束绕y约束绕z约束15-22.233-7.7599.41716-22.313-7.7599.41717-22.233-7.3599.41718-22.313-7.3599.41719-22.233-8.15910.71720-22.313-8.15910.71721-22.233-7.75910.71722-22.313-7.75910.71723-22.233-7.35910.71724-22.313-7.35910.71725-22.233-8.15912.01726-22.313-8.15912.01727-22.233-7.75912.01728-22.313-7.75912.01729-22.233-7.35912.01730-22.313-7.35912.01731-22.233-8.15912.61732-22.313-8.15912.61733-22.233-7.75912.61734-22.313-7.75912.61735-22.233-7.35912.61736-22.313-7.35912.61737-22.233-7.2196.917VV38-22.313-7.2196.917JV39-22.233-7.21912.617JJ40-22.313-7.21912.617JJ41-22.233-7.21912.017JV42-22.313-7.21912.0174V注：等肢单角钢的2、3轴分别对应u、v轴单元号截面名称材料名称长度(m)面积(mm2)绕2轴惯性矩(xlO'mm1)绕3轴惯性矩(xlO'mm1)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放1方40x4.0Q235B1.20053511.0611.061.1591.038——2方40x4.0Q235B1.20053511.0611.061.1591.038——3方40x4.0Q235B1.20053511.0611.061.0811.038——单元号截面名称材料名称长度(m)面积(mm2)绕2轴惯性矩(xlO'mm1)绕3轴惯性矩(xlO'mm1)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放4方40x4.0Q235B1.20053511.0611.061.0811.038——5方40x4.0Q235B1.20053511.0611.061.1591.038——6方40x4.0Q235B1.20053511.0611.061.1591.038——7方40x4.0Q235B1.30053511.0611.061.2041.042——8方40x4.0Q235B1.30053511.0611.061.2041.042——9方40x4.0Q235B1.30053511.0611.061.1041.042——10方40x4.0Q235B1.30053511.0611.061.1041.042——11方40x4.0Q235B1.30053511.0611.061.2041.042——12方40x4.0Q235B1.30053511.0611.061.2041.042——13方40x4.0Q235B1.30053511.0611.061.2001.041——14方40x4.0Q235B1.30053511.0611.061.2001.041——15方40x4.0Q235B1.30053511.0611.061.1021.041——16方40x4.0Q235B1.30053511.0611.061.1021.041——17方40x4.0Q235B1.30053511.0611.061.2001.041——18方40x4.0Q235B1.30053511.0611.061.2001.041——19方40x4.0Q235B1.30053511.0611.061.2551.053——20方40x4.0Q235B1.30053511.0611.061.2551.053——21方40x4.0Q235B1.30053511.0611.061.1311.053——22方40x4.0Q235B1.30053511.0611.061.1311.053——23方40x4.0Q235B1.30053511.0611.061.2551.053——24方40x4.0Q235B1.30053511.0611.061.2551.053——25方40x4.0Q235B0.08053511.0611.061.0001.000——26方40x4.0Q235B0.08053511.0611.061.0001.000——27方40x4.0Q235B0.40053511.0611.061.0001.000——28方40x4.0Q235B0.40053511.0611.061.0001.000——29方40x4.0Q235B0.08053511.0611.061.0001.000——30方40x4.0Q235B0.08053511.0611.061.0001.000——31方40x4.0Q235B0.08053511.0611.061.0001.000——32方40x4.0Q235B0.40053511.0611.061.0001.000——33方40x4.0Q235B0.40053511.0611.061.0001.000——34方40x4.0Q235B0.08053511.0611.061.0001.000——35方40x4.0Q235B0.08053511.0611.061.0001.000——36方40x4.0Q235B0.08053511.0611.061.0001.000——37方40x4.0Q235B0.40053511.0611.061.0001.000——38方40x4.0Q235B0.40053511.0611.061.0001.000- —39方40x4.0Q235B0.08053511.0611.061.0001.000——单元号截面名称材料名称长度(m)面积(mm2)绕2轴惯性矩(xlO'mm1)绕3轴惯性矩(xlO'mm1)绕2轴计算长度系数绕3轴计算长度系数i节点释放j节点释放40方40x4.0Q235B0.60053511.0611.061.2631.055——41方40x4.0Q235B0.60053511.0611.061.2631.055——42方40x4.0Q235B0.60053511.0611.061.1351.055——43方40x4.0Q235B0.60053511.0611.061.1351.055——44方40x4.0Q235B0.60053511.0611.061.1991.055——45方40x4.0Q235B0.60053511.0611.061.1991.055——46方40x4.0Q235B0.08053511.0611.061.0001.000——47方40x4.0Q235B0.08053511.0611.061.0001.000——48方40x4.0Q235B0.14053511.0611.061.0001.000——49方40x4.0Q235B0.40053511.0611.061.0001.000——50方40x4.0Q235B0.14053511.0611.061.0001.000——51方40x4.0Q235B0.40053511.0611.061.0001.000——52方40x4.0Q235B0.08053511.0611.061.0001.000——53方40x4.0Q235B0.08053511.0611.061.0001.000——54方40x4.0Q235B0.08053511.0611.061.0001.000——55方40x4.0Q235B0.14053511.0611.061.0001.000——56方40x4.0Q235B0.40053511.0611.061.0001.000——57方40x4.0Q