目錄

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重量重心估算5.1結(jié)構(gòu)重量：序號項目重量（t）高度（m）垂向矩（t*m）1壓載100.00-0.75-75.002立柱與浮筒95.0010.761022.20312根垂向小立柱10.002.0120.10412根斜向小立柱9.555.6253.675基平面垂蕩板20.000.010.2064m高處垂蕩板20.004.0280.407甲板40.0018.02720.808甲板室10.0319.21192.689登乘平臺1.8216.4629.9610合計306.406.672045.005.2平臺重量：序號項目重量（t）高度（m）垂向矩（t*m）1光發(fā)電設(shè)備1.5019.2128.822儲能設(shè)備1.5019.2128.823投餌裝備1.5019.2128.824吊機(jī)1.0019.2119.215監(jiān)控設(shè)備1.5019.2128.826通訊設(shè)備1.5019.2128.827舾裝1.5518.5628.778軌道2.0018.6637.329結(jié)構(gòu)重量306.406.672045.0010合計318.457.142274.37序號項目重量（t）高度（m）垂向矩（t*m）1平臺重量318.457.142274.372備品0.6019.217.253人員0.9519.2110.404飼料20.0019.21217.505合計340.007.382509.52

序號項目重量（t）高度（m）垂向矩（t*m）1平臺重量318.457.142273.732備品0.0619.211.153人員0.9519.2118.254飼料2.0019.2138.425合計321.467.252331.56立柱主甲板下表面甲板室桅桿欄桿梯架主甲板端部板登乘平臺0.401.000.400.401.301.301.30-32

構(gòu)件橫傾角立柱主甲板下表面甲板室主甲板端部板桅桿欄桿梯架登乘平臺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構(gòu)件橫傾角立柱主甲板下表面甲板室主甲板端部板桅桿欄桿梯架登乘平臺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

構(gòu)件參數(shù)立柱主甲板下表面甲板室主甲板端部板桅桿欄桿梯架登乘平臺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合計910.56

構(gòu)件參數(shù)立柱主甲板下表面甲板室主甲板端部板桅桿欄桿梯架登乘平臺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合計1374.55

構(gòu)件參數(shù)立柱主甲板下表面甲板室主甲板端部板桅桿欄桿梯架登乘平臺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合計1727.37

構(gòu)件參數(shù)立柱主甲板下表面甲板室主甲板端部板桅桿欄桿梯架登乘平臺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合計1926.54構(gòu)件參數(shù)立柱主甲板下表面甲板室主甲板端部板桅桿欄桿梯架登乘平臺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合計1947.47構(gòu)件參數(shù)立柱主甲板下表面甲板室主甲板端部板桅桿欄桿梯架登乘平臺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合計1790.87構(gòu)件參數(shù)立柱主甲板下表面甲板室主甲板端部板桅桿欄桿梯架登乘平臺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合計1644.50橫傾角0°10°20°30°40°50°55°風(fēng)傾力矩Mq(kN*m)957.921435.971784.121906.411731.961292.02863.2序號項目單位規(guī)范要求值作業(yè)工況（滿載）作業(yè)工況（空載）1.00排水量t———340321.462.00重心離基線高度

KGm———7.917.253.00平均吃水

dm———11.2410.994.00經(jīng)自由液面修正后的初穩(wěn)性高度m0.156.679.945.00復(fù)原力矩曲線下的面積超出鳳傾力矩的面積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濕表面積（m2）1247.681250.381253.111255.851258.581261.311264.04水線面面積（m2）82.6281.1279.5678.0176.4774.9473.41浮心距基線高度（m）8.178.1848.1998.2138.2278.248.253橫穩(wěn)心距基線高度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濕表面積（m2）1266.771269.851273.121276.41279.691282.981286.26水線面面積（m2）71.969.8967.6465.3863.1360.8858.66浮心距基線高度（m）8.2668.2798.2918.3028.3148.3258.335橫穩(wěn)心距基線高度KMt（m）15.89115.66715.42115.17714.93614.69814.466

橫傾角（°）0.005.0010.0015.0020.0025.0030.00復(fù)原力矩（kN*m）Mf=9.81△*GZ01265.122365.