深海平台稳性校核书

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5.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）1.006根立柱9.119.1182.992.0012个浮筒30.679.92304.253.0012根竖直撑杆7.092.0514.534.0012根斜撑杆7.195.7040.985.00基平面垂荡板50.000.031.256.004m高处垂荡板20.004.0581.007.00甲板20.0014.06281.208.00甲板室10.0015.25152.509.00登乘平台1.5012.5018.7510.00合计155.566.28977.465.2平台重量：序号项目重量（t）高度（m）垂向矩（t*m）1.00平台重量163.066.671087.612.00备品0.5014.507.253.00人员0.7014.8510.404.00饲料15.0014.50217.505.00合计179.267.381322.76序号项目重量（t）高度（m）垂向矩（t*m）1.00平台重量163.066.671087.612.00备品0.5014.507.253.00人员0.7014.8510.404.00饲料15.0014.50217.505.00合计179.267.381322.76

序号项目重量（t）高度（m）垂向矩（t*m）1.00平台重量163.066.671087.612.00备品0.0514.500.583.00人员0.7014.8510.404.00饲料1.0014.2014.205.00合计164.816.751112.79

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

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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°60.620.0020.7011.502.003.084.606.0010°59.7045.1120.3911.331.973.034.535.9120°56.9688.8619.4510.811.882.894.325.6430°52.50129.9117.939.961.732.673.985.2040°46.44167.0015.868.811.532.363.524.6050°38.97199.0213.317.391.291.982.963.8655°34.80212.1611.886.601.151.772.643.44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°1.342.683.931.246.893.091.201.2010°1.322.643.871.226.793.041.181.1820°1.262.523.691.176.472.901.131.1330°1.162.323.401.075.972.681.041.0440°1.032.053.010.955.282.370.920.9250°0.861.722.520.804.431.990.770.7755°0.771.542.260.713.951.770.690.69

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)60.620.0020.7011.502.003.084.606.00P(kPa)1.631.631.631.631.631.631.631.63F=

ChCsSP(KN)39.520.0013.5018.754.246.539.759.78h(m)1.342.683.931.246.893.091.201.20Mq=Fh(kN*m)52.960.0053.0423.2429.2020.1711.7011.74Mq合计202.05

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)59.7045.1120.3911.331.973.034.535.91P(kPa)1.631.631.631.631.631.631.631.63F=

ChCsSP(KN)38.9273.5313.2918.474.176.429.609.63h(m)1.322.643.871.226.793.041.181.18Mq=Fh(kN*m)51.38194.1251.4522.5328.3419.5211.3311.37Mq合计390.03

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)56.9688.8619.4510.811.882.894.325.64P(kPa)1.631.631.631.631.631.631.631.63F=

ChCsSP(KN)37.14144.8412.6817.623.986.129.159.19h(m)1.262.523.691.176.472.901.131.13Mq=Fh(kN*m)46.80365.0046.7920.6225.7717.7610.3410.39Mq合计543.48

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)52.50129.9117.939.961.732.673.985.20P(kPa)1.631.631.631.631.631.631.631.63F=

ChCsSP(KN)34.23211.7511.6916.233.675.668.438.48h(m)1.162.323.401.075.972.681.041.04Mq=Fh(kN*m)39.71491.2739.7517.3721.8915.168.778.82Mq合计642.73

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)46.44167.0015.868.811.532.363.524.60P(kPa)1.631.631.631.631.631.631.631.63F=

ChCsSP(KN)30.28272.2110.3414.363.245.007.467.50h(m)1.032.053.010.955.282.370.920.92Mq=Fh(kN*m)31.04558.0331.1313.6417.1211.856.866.90Mq合计676.56

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)38.97199.0213.317.391.291.982.963.86P(kPa)1.631.631.631.631.631.631.631.63F=

ChCsSP(KN)25.41324.408.6812.052.734.206.276.29h(m)0.861.722.520.804.431.990.770.77Mq=Fh(kN*m)21.85557.9721.879.6412.118.354.834.84Mq合计641.46

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)34.80212.1611.886.601.151.772.643.44P(kPa)1.631.631.631.631.631.631.631.63F=

ChCsSP(KN)22.69345.827.7510.762.433.755.605.61h(m)0.771.542.260.713.951.770.690.69Mq=Fh(kN*m)17.45531.9817.487.669.626.643.853.87Mq合计598.55横倾角0°10°20°30°40°50°55°风倾力矩Mq(kN*m)299.87550.42753.09881.30921.81870.12808.80.

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———179.26164.812.00重心离基线高度

KGm———7.386.753.00平均吃水

dm———11.3210.424.00经自由液面修正后的初稳性高度m0.152.0812.145.00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）10.4010.5010.6010.7010.80排水量（t）163.76168.96173.07174.99175.68湿表面积（m2）1057.491071.391089.561118.511120.77水线面面积（m2）54.5646.3232.646.746.74浮心距基线高度（m）7.637.727.797.827.83横稳心距基线高度KMt（m）19.2417.3114.469.429.43吃水（m）10.9011.0011.1011.2011.3011.40排水量（t）176.37177.07177.76178.45179.14179.83湿表面积（m2）1123.031125.291127.551129.811132.061134.32水线面面积（m2）6.746.746.746.746.746.74浮心距基线高度（m）7.847.857.877.887.897.91横稳心距基线高度KMt（m）9.439.449.449.459.469.47

横倾角（°）0.005.0010.0015.0020.0025.0030.00复原力矩（kN*m）Mf=9.81△*GZ0.00326.56838.82