深海平台完整稳性计算书

目录

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重量重心估算5.1结构重量：序号项目重量（t）高度（m）垂向矩（t*m）1压载100.00-0.75-75.002立柱与浮筒95.0010.761022.20312根垂向小立柱10.002.0120.10412根斜向小立柱9.555.6253.675基平面垂荡板20.000.010.2064m高处垂荡板20.004.0280.407甲板40.0018.02720.808甲板室10.0319.21192.689登乘平台1.8216.4629.9610合计306.406.672045.005.2平台重量：序号项目重量（t）高度（m）垂向矩（t*m）1光发电设备1.5019.2128.822储能设备1.5019.2128.823投饵装备1.5019.2128.824吊机1.0019.2119.215监控设备1.5019.2128.826通讯设备1.5019.2128.827舾装1.5518.5628.778轨道2.0018.6637.329结构重量306.406.672045.0010合计318.457.142274.37序号项目重量（t）高度（m）垂向矩（t*m）1平台重量318.457.142274.372备品0.6019.217.253人员0.9519.2110.404饲料20.0019.21217.505合计340.007.382509.52

序号项目重量（t）高度（m）垂向矩（t*m）1平台重量318.457.142273.732备品0.0619.211.153人员0.9519.2118.254饲料2.0019.2138.425合计321.467.252331.56立柱主甲板下表面甲板室桅杆栏杆梯架主甲板端部板登乘平台0.401.000.400.401.301.301.30-32

构件横倾角立柱主甲板下表面甲板室主甲板端部板桅杆栏杆梯架登乘平台0°230020.711.523.084.6610°226.5145.1120.3911.331.973.034.535.9120°216.1388.8619.4510.811.882.894.325.6430°199.19129.9117.939.961.732.673.985.240°176.1916715.868.811.532.363.524.650°147.84199.0213.317.391.291.982.963.8655°131.92212.1611.886.61.151.772.643.44构件横倾角立柱主甲板下表面甲板室主甲板端部板桅杆栏杆梯架登乘平台0°3.396.788.036.5910.997.192.645.2210°3.346.687.916.4910.827.082.605.1420°3.196.377.556.1910.336.762.484.9130°2.945.876.955.719.526.232.294.5240°2.605.196.155.058.425.512.024.0050°2.184.365.164.247.064.621.703.3655°1.943.894.613.786.304.121.512.99

构件参数立柱主甲板下表面甲板室主甲板端部板桅杆栏杆梯架登乘平台Ch1.001.001.001.001.001.001.001.00Cs0.401.000.401.001.301.301.301.00S

(m2)230.000.0020.7011.502.003.084.606.00P(kPa)1.631.631.631.631.631.631.631.63F=ChCsSP（KN）149.960.0013.5018.754.246.539.759.78h(m)3.396.788.036.5910.997.192.645.22Mq=Fh(kN*m)508.360.00108.38123.5346.5846.9325.7351.05Mq合计910.56

构件参数立柱主甲板下表面甲板室主甲板端部板桅杆栏杆梯架登乘平台Ch1.001.001.001.001.001.001.001.00Cs0.401.000.401.001.301.301.301.00S

(m

2)226.5145.1120.3911.331.973.034.535.91P(kPa)1.631.631.631.631.631.631.631.63F=

ChCsSP(KN)147.6873.5313.2918.474.176.429.609.63h(m)3.346.687.916.4910.827.082.605.14Mq=Fh(kN*m)493.27491.18105.16119.8645.1745.4624.9649.52Mq合计1374.55

构件参数立柱主甲板下表面甲板室主甲板端部板桅杆栏杆梯架登乘平台Ch1.001.001.001.001.001.001.001.00Cs0.401.000.401.001.301.301.301.00S

(m

2)216.1388.8619.4510.811.882.894.325.64P(kPa)1.631.631.631.631.631.631.631.63F=

ChCsSP(KN)140.92144.8412.6817.623.986.129.159.19h(m)3.196.377.556.1910.336.762.484.91Mq=Fh(kN*m)449.52922.6495.74109.0741.1541.4022.7045.14Mq合计1727.37

构件参数立柱主甲板下表面甲板室主甲板端部板桅杆栏杆梯架登乘平台Ch1.001.001.001.001.001.001.001.00Cs0.401.000.401.001.301.301.301.00S

(m

2)199.19129.9117.939.961.732.673.985.2P(kPa)1.631.631.631.631.631.631.631.63F=

ChCsSP(KN)129.87211.7511.6916.233.675.668.438.48h(m)2.945.876.955.719.526.232.294.52Mq=Fh(kN*m)381.821242.9981.2592.7034.9035.2519.3138.31Mq合计1926.54构件参数立柱主甲板下表面甲板室主甲板端部板桅杆栏杆梯架登乘平台Ch1.001.001.001.001.001.001.001.00Cs0.401.000.401.001.301.301.301.00S

(m

2)176.1916715.868.811.532.363.524.6P(kPa)1.631.631.631.631.631.631.631.63F=

ChCsSP(KN)114.88272.2110.3414.363.245.007.467.50h(m)2.605.196.155.058.425.512.024.00Mq=Fh(kN*m)298.681412.7763.6072.5227.3027.5515.0729.99Mq合计1947.47构件参数立柱主甲板下表面甲板室主甲板端部板桅杆栏杆梯架登乘平台Ch1.001.001.001.001.001.001.001.00Cs0.401.000.401.001.301.301.301.00S

(m

2)147.84199.0213.317.391.291.982.963.86P(kPa)1.631.631.631.631.631.631.631.63F=ChCsSP(KN)96.39324.408.6812.052.734.206.276.29h(m)2.184.365.164.247.064.621.703.36Mq=Fh(kN*m)210.131414.4044.7851.0719.3019.3810.6621.14Mq合计1790.87构件参数立柱主甲板下表面甲板室主甲板端部板桅杆栏杆梯架登乘平台Ch1.001.001.001.001.001.001.001.00Cs0.401.000.401.001.301.301.301.00S

(m

2)131.92212.1611.886.61.151.772.643.44P(kPa)1.631.631.631.631.631.631.631.63F=

ChCsSP(KN)86.01345.827.7510.762.443.755.595.61h(m)1.943.894.613.786.304.121.512.99Mq=Fh(kN*m)166.861345.2435.7140.6715.3515.458.4516.77Mq合计1644.50横倾角0°10°20°30°40°50°55°风倾力矩Mq(kN*m)957.921435.971784.121906.411731.961292.02863.2序号项目单位规范要求值作业工况（满载）作业工况（空载）1.00排水量t———340321.462.00重心离基线高度

KGm———7.917.253.00平均吃水

dm———11.2410.994.00经自由液面修正后的初稳性高度m0.156.679.945.00复原力矩曲线下的面积超出凤倾力矩的面积m20.30168%217%吃水（m）10.9911.0111.0311.0511.0711.0911.11排水量（t）321.45323.09324.74326.35327.93329.49331.01湿表面积（m2）1247.681250.381253.111255.851258.581261.311264.04水线面面积（m2）82.6281.1279.5678.0176.4774.9473.41浮心距基线高度（m）8.178.1848.1998.2138.2278.248.253横稳心距基线高度KMt（m）17.19117.00216.80816.61816.43116.24816.068吃水（m）11.1311.1511.1711.1911.2111.2311.25排水量（t）332.5333.95335.36336.72338.04339.31340.55湿表面积（m2）1266.771269.851273.121276.41279.691282.981286.26水线面面积（m2）71.969.8967.6465.3863.1360.8858.66浮心距基线高度（m）8.2668.2798.2918.3028.3148.3258.335横稳心距基线高度KMt（m）15.89115.66715.42115.17714.93614.69814.466

横倾角（°）0.005.0010.0015.0020.0025.0030.00复原力矩（kN*m）Mf=9.81△*GZ01265.122365.