索膜安全施工计算书及相关图纸

9.1施工爬梯计算 29.1.1设计依据 29.2计算简图 39.3荷载与组合 69.3.1荷载工况 69.3.2节点荷载 69.3.3单元荷载 79.3.4面荷载 89.3.5其它荷载 89.3.6荷载组合 99.4内力位移计算结果 99.4.1内力 99.4.2位移 229.5设计验算结果 319.5.1设计验算结果图及统计表 319.5.2设计验算结果表 36附录 429.1施工爬梯计算9.1.1设计依据序号法律法规编号1《钢结构设计标准》(GB50017-2017)2《建筑结构荷载规范》(GB50009-2012)3《建筑抗震设计规范》(GB50011-2010)(2016)4《建筑地基基础设计规范》(GB50007-2011)5《钢管混凝土结构技术规范》(GB50936-2014)6《钢管混凝土结构设计规程》(CECS28:2012)7《矩形钢管混凝土结构技术规程》(CECS159-2004)8《钢结构焊接规范》(GB50661-2011)9《钢结构高强度螺栓连接技术规程》(JGJ82-2011)9.2计算简图计算简图(圆表示支座，数字为节点号)9.3荷载与组合结构重要性系数：1.009.3.1荷载工况荷载工况汇总表工况号荷载类型荷载说明0恒1活(1)节点荷载列表(力：kN；分布力：kN/m；弯矩：kN.m；分布弯矩：kN.m/m)序号荷载类型工况PxPyPzMxMyMz1活10.0005.0001.0000.0000.0000.000Pz为工作人员及安装工具自重；Py为施工过程中反力；(2)单元荷载列表(力：kN；分布力：kN/m；弯矩：kN.m；分布弯矩：kN.m/m)序号荷载类型工况类型方向Q1Q2X1X21恒0均布荷载Z-0.5-0.50.00.0单元线荷载模拟护栏自重9.3.2节点荷载1)工况号:1*输入荷载库中的荷载:序号Px(kN)Py(kN)Pz(kN)Mx(kN.m)My(kN.m)Mz(kN.m)10.05.01.00.00.00.0节点荷载分布图:节点荷载序号1分布图9.3.3单元荷载1)工况号:0*输入荷载库中的荷载:序号类型方向Q1Q2X1(mm)X2(mm)1均布荷载-0.5-0.50.00.0单元荷载分布图:单元荷载序号1分布图（红线表示荷载作用的单元）9.3.4面荷载9.3.5其它荷载(1).地震作用无地震。(2).温度作用无温度作用。9.3.6荷载组合(1)1.30恒载+1.50活载工况19.4内力位移计算结果9.4.1内力Ⅰ工况内力各工况下支座反力表(单位：kN、kN.m)工况号节点号N1N2N3M1M2M3500.00.011.40.00.00.00520.00.011.40.00.00.0530.00.013.60.00.00.0540.0-0.013.60.00.00.0500.00.0-0.80.00.00.01520.00.00.40.00.00.053-34.3-2.5-45.00.00.00.05434.3-2.544.40.00.00.0Ⅱ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N1N2N3M1M2M3N1最大110.00.013.60.00.00.0N2最大110.00.013.60.00.00.0N3最大110.00.013.60.00.00.050合力最大110.00.013.60.00.00.0N1最小110.00.013.60.00.00.0N2最小110.00.013.60.00.00.0N3最小110.00.013.60.00.00.0N1最大110.00.015.30.00.00.0N2最大110.00.015.30.00.00.0N3最大110.00.015.30.00.00.052合力最大110.00.015.30.00.00.0N1最小110.00.015.30.00.00.0N2最小110.00.015.30.00.00.0N3最小110.00.015.30.00.00.0N1最大11-51.5-3.7-49.80.00.00.0N2最大11-51.5-3.7-49.80.00.00.0N3最大11-51.5-3.7-49.80.00.00.053合力最大11-51.5-3.7-49.80.00.00.0N1最小11-51.5-3.7-49.80.00.00.0N2最小11-51.5-3.7-49.80.00.00.0N3最小11-51.5-3.7-49.80.00.00.0N1最大1151.5-3.884.30.00.00.0N2最大1151.5-3.884.30.00.00.0N3最大1151.5-3.884.30.00.00.054合力最大1151.5-3.884.30.00.00.0N1最小1151.5-3.884.30.00.00.0N2最小1151.5-3.884.30.00.00.0N3最小1151.5-3.884.30.00.00.0各效应组合下最大支座反力标准值(单位：kN、kN.m)节点号控制组合号组合序号N1N2N3M1M2M3N1最大110.00.010.60.00.00.0N2最大110.00.010.60.00.00.0N3最大110.00.010.60.00.00.050合力最大110.00.010.60.00.00.0N1最小110.00.010.60.00.00.0N2最小110.00.010.60.00.00.0N3最小110.00.010.60.00.00.0N1最大110.00.011.70.00.00.0N2最大110.00.011.70.00.00.0N3最大110.00.011.70.00.00.052合力最大110.00.011.70.00.00.0N1最小110.00.011.70.00.00.0N2最小110.00.011.70.00.00.0N3最小110.00.011.70.00.00.0N1最大11-34.3-2.5-31.40.00.00.0N2最大11-34.3-2.5-31.40.00.00.0N3最大11-34.3-2.5-31.40.00.00.053合力最大11-34.3-2.5-31.40.00.00.0N1最小11-34.3-2.5-31.40.00.00.0N2最小11-34.3-2.5-31.40.00.00.0N3最小11-34.3-2.5-31.40.00.00.0N1最大1134.3-2.558.00.00.00.0N2最大1134.3-2.558.00.00.00.0N3最大1134.3-2.558.00.00.00.054合力最大1134.3-2.558.00.00.00.0N1最小1134.3-2.558.00.00.00.0N2最小1134.3-2.558.00.00.00.0N3最小1134.3-2.558.00.00.00.0轴力N包络图(单位：kN)弯矩M2包络图(单位：kN.m)弯矩M3包络图(单位：kN.m)Ⅲ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弯矩M3150110.80081.0-17.4-3.8-3.4-4.616.3280110.75776.7-31.43.9-9.42.7-0.1351110.00076.212.7-3.8-1.93.22.4452110.00069.49.5-3.8-0.92.5-7.6553110.00061.77.7-3.8-0.52.2-15.0654110.00053.86.6-3.8-0.42.0-20.9781110.00047.5-26.63.7-9.41.6-10.6855110.00045.75.8-3.8-0.41.9-26.0956110.00037.55.0-3.8-0.41.8-30.41057110.00029.44.2-3.8-0.41.7-34.2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M3125110.000-59.4-1.9-3.7-3.4-1.6-5.6226110.800-56.44.9-3.7-1.90.2-9.6327110.800-51.46.5-3.7-0.9-0.5-15.0479110.000-47.560.73.8-9.41.610.6528110.800-45.56.7-3.7-0.5-0.8-20.6682110.000-45.131.43.6-9.4-0.111.4729110.800-39.46.2-3.7-0.4-1.0-25.8830110.800-33.15.4-3.7-0.4-1.1-30.3931110.800-26.84.6-3.7-0.4-1.2-34.21032110.800-20.53.7-3.7-0.4-1.3-37.4按弯矩M2最大显示构件颜色(kN.m)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M3176110.800-0.116.416.211.56.5-6.7277110.0000.1-2.9-9.67.53.8-1.3351110.00076.212.7-3.8-1.93.22.4426110.000-55.75.5-3.7-1.93.1-5.4579110.367-47.560.33.8-9.42.9-11.6681110.36747.5-27.03.7-9.42.9-0.8780110.75776.7-31.43.9-9.42.7-0.1882110.757-44.231.43.6-9.42.6-12.3952110.00069.49.5-3.8-0.92.5-7.61027110.000-50.77.1-3.7-0.92.5-9.6按弯矩M2最小显示构件颜色(kN.m)弯矩M2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M3176110.000-0.117.216.211.5-6.56.8250110.80081.0-17.4-3.8-3.4-4.616.3325110.800-58.7-2.5-3.7-3.4-4.6-3.9477110.8000.1-3.8-9.67.5-3.81.3560110.8006.51.1-4.0-0.3-2.7-42.9635110.800-3.71.5-3.5-0.3-2.4-43.376110.000-0.0-5.14.80.0-1.9-2.187110.0000.0-5.04.80.0-1.9-2.195110.000-0.0-5.14.80.0-1.9-2.11034110.800-8.62.2-3.8-0.4-1.9-41.9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M3150110.80081.0-17.4-3.8-3.4-4.616.3282110.000-45.131.43.6-9.4-0.111.4379110.000-47.560.73.8-9.41.610.6475110.800-0.0-23.63.910.61.69.4576110.000-0.117.216.211.5-6.56.862110.8000.0-6.32.10.10.92.4751110.00076.212.7-3.8-1.93.22.483110.800-0.0-6.03.70.01.52.391110.800-0.0-5.8-0.20.2-0.12.2104110.8000.0-5.84.50.01.82.2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M3137110.800-0.30.10.1-0.2-0.4-44.4263110.000-0.2-0.1-0.0-0.2-0.2-44.4338110.0000.1-0.10.0-0.2-0.2-44.4462110.8000.60.2-0.1-0.2-0.5-44.4564110.000-1.4-0.9-0.0-0.2-0.1-44.1636110.800-1.00.8-0.2-0.3-1.1-44.1739110.000-0.5-0.90.0-0.2-0.1-44.1861110.8003.11.10.2-0.3-1.0-44.0935110.800-3.71.5-3.5-0.3-2.4-43.31065110.000-2.4-1.7-0.0-0.2-0.0-43.29.4.2位移Ⅰ组合位移最大正位移组合1:Ux(mm)最大正位移组合1:Uy(mm)最大正位移组合1:Uz(mm)最大正位移组合1:Uxyz(mm)最大负位移组合1:Ux(mm)最大负位移组合1:Uy(mm)最大负位移组合1:Uz(mm)“Ux”最大的前10个节点位移表（单位：mm）序号节点号组合号情况号UxUyUz位移平方和12511151.430.1-106.6187.622311150.827.9-106.1186.532711149.932.1-105.3186.042611148.630.1-106.9185.552111148.325.7-103.9182.962411148.127.9-106.4184.572811147.132.1-105.6183.982911146.534.2-102.3181.992211145.625.7-104.2180.9101911143.923.4-100.0176.8“Uy”最大的前10个节点位移表（单位：mm）序号节点号组合号情况号UxUyUz位移平方和1501131.854.30.062.92521128.754.30.061.43481141.052.7-11.067.74471144.152.7-10.969.65451159.850.7-24.982.26461156.750.7-25.080.17431174.948.6-38.597.28441171.948.6-38.595.09421186.346.6-51.3110.710411189.346.6-51.2113.0“Uz”最大的前10个节点位移表（单位：mm）序号节点号组合号情况号UxUyUz位移平方和1491120.40.79.822.7255110.0-0.09.89.835611-0.0-0.09.19.14511119.00.79.021.05501131.854.30.062.96521128.754.30.061.4753110.00.00.00.0854110.00.00.00.0911136.42.4-4.436.81021134.42.4-4.834.9“Uxyz”最大的前10个节点位移表（单位：mm）序号节点号组合号情况号UxUyUz位移平方和12511151.430.1-106.6187.622311150.827.9-106.1186.532711149.932.1-105.3186.042611148.630.1-106.9185.552411148.127.9-106.4184.562811147.132.1-105.6183.972111148.325.7-103.9182.982911146.534.2-102.3181.992211145.625.7-104.2180.9103011143.734.2-102.5179.8“Ux”最小的前10个节点位移表（单位：mm）序号节点号组合号情况号UxUyUz位移平方和15611-0.0-0.09.19.1253110.00.00.00.0354110.00.00.00.0455110.0-0.09.89.85511119.00.79.021.06491120.40.79.822.77521128.754.30.061.48501131.854.30.062.9921134.42.4-4.834.91011136.42.4-4.436.8“Uy”最小的前10个节点位移表（单位：mm）序号节点号组合号情况号UxUyUz位移平方和155110.0-0.09.89.825611-0.0-0.09.19.1353110.00.00.00.0454110.00.00.00.05511119.00.79.021.06491120.40.79.822.7711136.42.4-4.436.8821134.42.4-4.834.9941150.04.5-18.853.61031152.24.5-18.455.6“Uz”最小的前10个节点位移表（单位：mm）序号节点号组合号情况号UxUyUz位移平方和12611148.630.1-106.9185.522511151.430.1-106.6187.632411148.127.9-106.4184.542311150.827.9-106.1186.552811147.132.1-105.6183.962711149.932.1-105.3186.072211145.625.7-104.2180.982111148.325.7-103.9182.993011143.734.2-102.5179.8102911146.534.2-102.3181.9组合1(1):“Ux”最大的前10个节点位移表（单位：mm）序号节点号UxUyUz位移平方和125151.430.1-106.6187.6223150.827.9-106.1186.5327149.932.1-105.3186.0426148.630.1-106.9185.5521148.325.7-103.9182.9624148.127.9-106.4184.5728147.132.1-105.6183.9829146.534.2-102.3181.9922145.625.7-104.2180.91019143.923.4-100.0176.8组合1(1):“Uy”最大的前10个节点位移表（单位：mm）序号节点号UxUyUz位移平方和15031.854.30.062.925228.754.30.061.434841.052.7-11.067.744744.152.7-10.969.654559.850.7-24.982.264656.750.7-25.080.174374.948.6-38.597.284471.948.6-38.595.094286.346.6-51.3110.7104189.346.6-51.2113.0组合1(1):“Uz”最大的前10个节点位移表（单位：mm）序号节点号UxUyUz位移平方和14920.40.79.822.72550.0-0.09.89.8356-0.0-0.09.19.145119.00.79.021.05530.00.00.00.06540.00.00.00.075031.854.30.062.985228.754.30.061.49136.42.4-4.436.810234.42.4-4.834.9组合1(1):“Uxyz”最大的前10个节点位移表（单位：mm）序号节点号UxUyUz位移平方和125151.430.1-106.6187.6223150.827.9-106.1186.5327149.932.1-105.3186.0426148.630.1-106.9185.5524148.127.9-106.4184.5628147.132.1-105.6183.9721148.325.7-103.9182.9829146.534.2-102.3181.9922145.625.7-104.2180.91030143.734.2-102.5179.8组合1(1):“Ux”最小的前10个节点位移表（单位：mm）序号节点号UxUyUz位移平方和156-0.0-0.09.19.12540.00.00.00.03530.00.00.00.04550.0-0.09.89.855119.00.79.021.064920.40.79.822.775228.754.30.061.485031.854.30.062.99234.42.4-4.834.910136.42.4-4.436.8组合1(1):“Uy”最小的前10个节点位移表（单位：mm）序号节点号UxUyUz位移平方和1550.0-0.09.89.8256-0.0-0.09.19.13530.00.00.00.04540.00.00.00.055119.00.79.021.064920.40.79.822.77136.42.4-4.436.88234.42.4-4.834.99450.04.5-18.853.610352.24.5-18.455.6组合1(1):“Uz”最小的前10个节点位移表（单位：mm）序号节点号UxUyUz位移平方和126148.630.1-106.9185.5225151.430.1-106.6187.6324148.127.9-106.4184.5423150.827.9-106.1186.5528147.132.1-105.6183.9627149.932.1-105.3186.0722145.625.7-104.2180.9821148.325.7-103.9182.9930143.734.2-102.5179.81029146.534.2-102.3181.99.5设计验算结果本工程有1种材料：Q235：弹性模量：2.06*105N/mm2；泊松比：0.30；线膨胀系数：1.20*10-5；质量密度：7850kg/m3。9.5.1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0.64。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1600.644(1/1)0.3000.3680.0050.02013213满足2350.643(1/1)0.3130.4060.0070.01813213满足3360.628(1/1)0.3110.3870.0050.00113213满足4610.627(1/1)0.3040.3730.0050.00113213满足5590.620(1/1)0.2730.3420.0080.01913213满足6620.620(1/1)0.2990.3720.0020.00113213满足7370.619(1/1)0.4570.6190.0020.00113213满足8340.619(1/1)0.2970.4230.0090.01913213满足9630.614(1/1)0.2960.3740.0020.00013213满足10380.614(1/1)0.2960.3720.0020.00013213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0002656百分比0.0%0.0%0.0%31.7%68.3%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）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1370.6190.457(1/1)0.6190.0020.00113213满足260.3870.397(1/1)0.3960.0670.0572020满足350.3850.395(1/1)0.3940.0670.0562020满足470.3850.395(1/1)0.3940.0660.0562020满足540.3770.387(1/1)0.3860.0680.0532020满足630.3570.368(1/1)0.3640.0700.0442020满足780.3770.324(1/1)0.3300.0650.0552020满足8350.6430.313(1/1)0.4060.0070.01813213满足9360.6280.311(1/1)0.3870.0050.00113213满足1090.3570.306(1/1)0.3120.0620.0522020满足按“绕2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000082百分比0.0%0.0%0.0%0.0%100.0%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1370.6190.4570.619(1/1)0.0020.00113213满足2290.4120.2170.500(1/1)0.0220.01913213满足3300.4700.2410.498(1/1)0.0190.01913213满足4280.3430.1890.491(1/1)0.0240.01913213满足5310.5190.2600.487(1/1)0.0170.01913213满足6270.2670.1560.472(1/1)0.0230.01913213满足7320.5590.2740.469(1/1)0.0140.01913213满足8260.1910.1280.445(1/1)0.0180.01913213满足9330.5910.2840.445(1/1)0.0110.01913213满足10250.1960.1470.444(1/1)0.0080.01913213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000181百分比0.0%0.0%0.0%1.2%98.8%9.5.2设计验算结果表设计验算结果表(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10.2180.1630.2160.0680.0032020满足20.3090.2490.2880.0740.0252020满足30.3570.3680.3640.0700.0442020满足40.3770.3870.3860.0680.0532020满足50.3850.3950.3940.0670.0562020满足60.3870.3970.3960.0670.0572020满足70.3850.3950.3940.0660.0562020满足80.3770.3240.3300.0650.0552020满足90.3570.3060.3120.0620.0522020满足100.3110.2670.2730.0550.0442020满足110.2080.0980.1400.0370.0272020满足120.0860.0730.0760.0180.0112020满足130.0390.0320.0340.0100.0052020满足140.0190.0160.0160.0060.0022020满足150.0100.0100.0100.0050.0012020满足160.0070.0070.0070.0040.0002020满足170.0060.0060.0060.0040.0002020满足180.0060.0060.0060.0040.0002020满足190.0060.0060.0060.0040.0002020满足200.0060.0060.0060.0040.0002020满足210.0060.0060.0060.0040.0002020满足220.0060.0060.0060.0040.0002020满足230.0060.0050.0050.0040.0002020满足240.0090.0080.0080.0050.0012020满足250.1960.1470.4440.0080.01913213满足260.1910.1280.4450.0180.01913213满足270.2670.1560.4720.0230.01913213满足280.3430.1890.4910.0240.01913213满足290.4120.2170.5000.0220.01913213满足300.4700.2410.4980.0190.01913213满足310.5190.2600.4870.0170.01913213满足320.5590.2740.4690.0140.01913213满足330.5910.2840.4450.0110.01913213满足340.6190.2970.4230.0090.01913213满足350.6430.3130.4060.0070.01813213满足360.6280.3110.3870.0050.00113213满足370.6190.4570.6190.0020.00113213满足380.6140.2960.3720.0020.00013213满足390.6090.2930.3710.0050.00013213满足400.5960.2870.3680.0070.00013213满足410.5740.2770.3620.0100.00013213满足420.5450.2630.3490.0120.00013213满足430.5060.2450.3320.0