管桩抗弯性能计算表.xls

环形混凝土电杆力学计算表（等径杆）规格型号230660GP标准检验弯矩（KN.m）60加荷设备重Q（KN）2.90检验日期长度L（m）单位长度重(KN/m)电杆重W（KN）2.9001.933 年 月 日6.0003.0318.180100 1.9002.0001.900100L0（m）a(m)杆自重和加荷设备重引起弯矩（KN.m）5.8005.8001.90015.4966.000生产企业检验地点环境条件环形混凝土电杆 （样品编号：#/生产日期：年 月 日）标准检验弯矩(%)弯矩值（KN.m）总外加荷载值P（KN）外加荷载值P（KN）仪表读数（KN）第1次加荷第2次加荷裂缝宽度（mm）A支座读数（mm）B支座读数（mm）C点位移（mm）裂缝宽度（mm）A支座读数（mm）B支座读数（mm）C点位移（mm）2615.502.9002.9000.0132012.00-0.780(3.680)134024.0011.8518.951135030.0018.16715.267306036.0024.48321.583338048.0037.11534.2153310060.0049.74646.8463312072.0062.37859.478314084.0075.00972.109316096.0087.64184.7413170102.0093.95791.0573180108.00100.27297.3723190114.00106.588103.6883200120.00112.904110.0043210126.00119.220116.3203220132.00125.536122.6363管桩抗弯性能计算表（已知单位长度重）规格型号PTC-400(60)A-C60-10长度L（m）11.0单位长度重KN/m 1.31管桩重量W（KN）14.410抗裂弯矩（KN.m）23.0加荷设备重（KN）0.00含加荷设备的总荷载P裂（KN）P=4(M+WL/40)/(3L/5-1)19.3极限弯矩（KN.m）34.0支座至桩端距离（m）2.20含加荷设备的总荷载P极（KN）P=4(M+WL/40)/(3L/5-1)27.1抗裂弯矩%弯矩值（KN.m）总外加荷载值P（KN）外 加荷载值P（KN）编号：编号：极限弯矩%弯矩值（KN.m）总外加荷载值P（KN）外加荷载值P（KN）编号：编号：仪表读数（KN）裂缝宽度（mm）仪表读数（KN）裂缝宽度（mm）仪表读数（KN）裂缝宽度（mm）仪表读数（KN）裂缝宽度 （mm）-17-4.00.00加荷设备重0.00.04515.313.7613.76204.66.126.125017.014.9714.97409.29.409.405518.716.1916.196013.812.6912.696020.417.4017.408018.415.9715.976522.118.6218.629020.717.6217.627023.819.8319.8310023.019.2619.267525.521.0421.0410524.220.0820.088027.222.2622.2611025.320.9020.908528.923.4723.4711526.521.7221.729030.624.6924.6912027.622.5422.549532.325.9025.9012528.823.3723.3710034.027.1227.1213029.924.1924.1910535.728.3328.3313531.125.0125.0111037.429.5429.5414032.225.8325.8311539.130.7630.7614533.426.6526.6512040.831.9731.9715034.527.4727.4712542.533.1933.1915535.728.2928.2913044.234.4034.4016036.829.1229.1213545.935.6235.62混凝土强度设计值C14047.636.8336.83设计/实际配筋14549.338.0438.04生产日期年 月 日生产单位试验日期2004年 月 日委托单位备 注检验地点环形混凝土电杆力学计算表（等径杆）规格型号230660Y/BYP标准检验弯矩（KN.m）60加荷设备重Q（KN）2.90检验日期长度L（m）单位长度重(KN/m)电杆重W（KN）2.9001.933 年 月 日6.0003.0318.180100 1.9002.0001.900100L0（m）a(m)杆自重和加荷设备重引起弯矩（KN.m）5.8005.8001.90015.4966.000生产企业检验地点环境条件环形预应力混凝土电杆 （样品编号：#/生产日期：年 月 日）标准检验弯矩(%)弯矩值（KN.m）总外加荷载值P（KN）外加荷载值P（KN）仪表读数（KN）第1次加荷第2次加荷裂缝宽度（mm）A支座读数（mm）B支座读数（mm）C点位移（mm）裂缝宽度（mm）A支座读数（mm）B支座读数（mm）C点位移（mm）2615.502.9002.9000.00132012.00-0.780(3.680)134024.0011.8518.951136036.0024.48321.583137042.0030.79927.89938048.0037.11534.2151_339054.0043.43040.530310060.0049.74646.8463311066.0056.06253.162312072.0062.37859.4783313078.0068.69465.794314084.0075.00972.1093315090.0081.32578.425316096.0087.64184.74133170102.0093.95791.05733180108.00100.27297.37233190114.00106.588103.68833200120.00112.904110.00433210126.00119.220116.32033220132.00125.536122.63633管桩抗弯性能计算表（已知总重）规格型号PHC AB600-520-100长度L（m）12.0单位长度重KN/m/管桩重量W（KN）44.940抗裂弯矩（KN.m）152.0加荷设备重（KN）1.0含加荷设备的总荷载P裂（KN）P=4(M-WL/40)/(3L/5-1)89.4极限弯矩（KN.m）251.0支座至桩端距离（m）2.4含加荷设备的总荷载P极（KN）P=4(M-WL/40)/(3L/5-1)153.2抗裂弯矩%弯矩值（KN.m）总外加荷载值P（KN）外 加荷载值P（KN）编号：编号：极限弯矩%弯矩值（KN.m）总外加荷载值P（KN）外加荷载值P（KN）编号：编号：仪表读数（KN）裂缝宽度（mm）仪表读数（KN）裂缝宽度（mm）仪表读数（KN）裂缝宽度（mm）仪表读数（KN）裂缝宽度 （mm）1015.01.0加荷设备重0.00.045113.064.263.22030.410.99.950125.572.371.34060.830.529.555138.180.479.46091.250.149.160150.688.587.580121.669.868.865163.296.695.690136.879.678.670175.7104.7103.7100152.089.488.475188.3112.8111.8105159.694.393.380200.8120.9119.9110167.299.298.285213.4128.9127.9115174.8104.1103.190225.9137.0136.0120182.4109.0108.095238.5145.1144.1125190.0113.9112.9100251.0153.2152.2130197.6118.8117.8105263.6161.3160.3135205.2123.7122.7110276.1169.4168.4140212.8128.6127.6115288.7177.5176.5145220.4133.5132.5120301.2185.6184.6150228.0138.4137.4125313.8193.7192.7155235.6143.3142.3130326.3201.8200.8160243.2148.2147.2135338.9209.9208.9混凝土强度设计值140351.4218.0217.0设计/实际配筋145364.0226.1225.1生产日期年 月 日生产单位试验日期年 月 日委托单位备 注检验地点管桩抗弯性能计算表（已知单位长度重）规格型号HKFZ-400(240)A-15长度L（m）15单位长度重KN/m 2.97管桩重量W（KN）44.550抗裂弯矩（KN.m）81.0加荷设备重（KN）2.00含加荷设备的总荷载P裂（KN）P=4(M-WL/40)/(3L/5-1)32.1极限弯矩（KN.m）108.0支座至桩端距离（m）含加荷设备的总荷载P极（KN）P=4(M-WL/40)/(3L/5-1)45.6抗裂弯矩%弯矩值（KN.m）总外加 荷载值P（KN）外 加荷载值P（KN）编号：编号：极限弯矩%弯矩值（KN.m）总外加荷载值P（KN）外加荷载值P（KN）编号：编号：仪表读数（KN）裂缝宽度（mm）仪表读数（KN）裂缝宽度（mm）仪表读数（KN）裂缝宽度（mm）仪表读数（KN）裂缝宽度 （mm）2620.72.0加荷设备重0.00.04548.615.913.92016.2(0.3)(2.3)5054.018.616.64032.47.85.85559.421.319.36048.615.913.96064.824.022.08064.824.022.06570.226.724.79072.928.126.17075.629.427.410081.032.130.17581.032.130.110585.134.232.28086.434.832.811089.136.234.28591.837.535.511593.238.236.29097.240.238.212097.240.238.295102.642.940.9125101.342.340.3100108.045.643.6130105.344.342.3105113.448.346.3135109.446.344.3110118.851.049.0140113.448.346.3115124.253.751.7145117.550.448.4120129.656.454.4150121.552.450.4125135.059.157.1155125.654.452.4130140.461.859.8160129.656.454.4135145.864.562.5混凝土强度设计值C80140151.267.265.2设计/实际配筋9.0*11145156.669.967.9生产日期2008.10.24生产单位试验日期委托单位备 注检验地点