闸室稳定计算.xlsx

1、底板自重G1=1774.5G2=1183.0G3=10055.5G4=5545.3G5=1626.6G6=8207.1闸墩自重中墩缝墩G7=580.8218.544362.2708275G8=1910.5835.21075.32G9=5092.022262865.975G10=7814.134164398.1G11=514.7225289.6875G12=645.1282363.075G13=567.5213.52353.9427625检修桥重G14=365工作桥重主梁隔板G15=973.365922.7450.625公路桥重主梁隔板G16=2370.422235.87134.55启闭机室顶板

2、墙重G17=2035.943372.6451663.298弧形闸门G18=396检修门G19=140启闭机G20=280上游水重G21=10720静水压力P上水=13544.2P下水=739.4渗透压力P1=2376.6向上P2=6179.3向上P3=7129.9向上P4=5228.6向上浮托力P1=1449.2向上P2=753.6向上P3=869.5向上P4=2550.5向上上游土压力F上=927.472F下=362.29375风压力zsw0W=80.0111.30.4浪压力P浪=285.3淤泥重G22=0.0淤积压力P淤=0.0对O点取矩项目作用力名称垂直力水平力力臂底板G1=1774.5

3、0.75G2=1183.02.166666667G3=10055.54.75G4=5545.312.75G5=1626.619.25G6=8207.117.12162162闸敦G7=580.80.9G8=1910.52.5G9=5092.06.35G10=7814.115.1G11=514.714G12=645.118.85G13=567.521.6检修桥G14=3652.5工作桥G15=973.3655.8公路桥G16=2370.4217.5启闭机室G17=2035.9435.8弧形闸门G18=3966.57检修门G19=1402.5启闭机G20=2805.8上游水重G21=107204静水

4、压力P上水=13544.23.566666667P下水=-739.41.333333333渗透压力P1=-2376.60.833333333P2=-6179.34.666666667P3=-7129.911.5P4=-5228.618.33333333浮托力P1=-1449.21.25P2=-753.65.75P3=-869.512.75P4=-2550.519.25上游土压力F=927.4721.333333333下游土压力F=-362.293750.833333333风压力W=80.08.35浪压力P浪=285.37.35淤泥重G22=0.03.96淤积压力P淤=0.04.66666666

5、7总计36260.113735.3BAGM偏心距e=B/2-M/G22520.5236260.1364767.160.940252316地基应力Pmax=G/A（1+6e/B）=87.52464688500Pmin=G/A（1-6e/B）=51.79784021=Pmax/Pmin=1.68973545121/2（Pmax+Pmin)=69.66124354满足稳定要求抗滑稳定fGHKcK0.536260.113735.31.3199621541.25浪压力计算风速风区长（m)平均水深Hm22.000462.9006.700莆莆田田公公式式平均波高hmc1c20.2390.0220.005平均

6、周期T2.171平均波长LmLm试算7.3637.363hphz0.5340.121p1浪压力12.060285.33分项系数1.3对O点取矩力矩项目作用力名称垂直力1330.88底板G1=1774.52563.17G2=1183.047763.63G3=10055.570702.73G4=5545.331312.53G5=1626.6140518.22G6=8207.1522.73闸敦G7=580.84776.30G8=1910.532334.04G9=5092.0117992.91G10=7814.17205.63G11=514.712159.66G12=645.112257.20G13=

7、567.5912.50检修桥G14=365.05645.52工作桥G15=973.441482.35公路桥G16=2370.411808.47启闭机室G17=2035.92601.72弧形闸门G18=396.0350.00检修门G19=140.01624.00启闭机G20=280.042880.00上游水重G21=10720.048307.52897静水压力P水=-985.8333333-1980.54渗透压力P1=-2376.6-28836.65P2=-6179.3-81994.32P3=-7129.9-95858.09567P4=-5228.6-1811.47浮托力P1=-1449.2-4

8、333.03P2=-753.6-11086.19P3=-869.5-49098.049P4=-2550.51236.629333上游土压力F=-301.9114583F=667.75618风压力W=2097.160345浪压力P浪=0淤泥重G22=0.00淤积压力P淤=364767.16地震惯性力地震动水压力总计36260.1BAG22520.5236260.1地基应力Pmax=G/A（1+6e/B）=77.62099717Pmin=G/A（1-6e/B）=61.70148992=Pmax/Pmin=1.2580084741/2（Pmax+Pmin)=69.66124354满足稳定要求抗滑稳定

9、fGH0.536260.117087.18899偏心距e=B/2-M/G重力加速度 闸前水深9.8106.700c3c4c5平均波高hm0.2231.0250.2180.239Hk0.57593187水平力力臂力矩0.751330.92.16666672563.24.7547763.612.7570702.719.2531312.517.121622140518.20.9522.72.54776.36.3532334.015.1117992.9147205.618.8512159.721.612257.22.5912.55.85645.517.541482.45.811808.56.57260

10、1.72.5350.05.81624.03.8941700.813544.23.566666748307.5-739.41.3333333-985.81.25-2970.84.6666667-28836.711.5-81994.318.333333-95858.11.25-1811.475.75-4333.0312.75-11086.1919.25-49098.049927.4721.33333331236.6-362.293750.8333333-301.980.08.35667.8285.37.352097.23.960.00.04.66666670.03317.420948.234.52

11、3.5666667123.1对O点取矩17087.189383669.0M偏心距e=B/2-M/G383669.00.4189675002KcK1.06103091.05底板自重G1=1774.5G2=1183.0G3=10055.5G4=5545.3G5=1626.6G6=8207.1闸墩自重中墩缝墩G7=580.8218.544362.2708275G8=1910.5835.21075.32G9=5092.022262865.975G10=7814.134164398.1G11=514.7225289.6875G12=645.1282363.075G13=567.5213.52353.94

12、27625检修桥重G14=365工作桥重主梁隔板G15=973.365922.7450.625公路桥重主梁隔板G16=2370.422235.87134.55启闭机室顶板墙重G17=2035.943372.6451663.298弧形闸门G18=396检修门G19=140启闭机G20=280上游水重G21=12420G21=9375G21=6600下游水重G22=0上游静水压力P水1=8801.5下游静水压力P水2=6003.7渗透压力P1=7287.3向上浮托力P2=41641.6向上P3=0.0向右P4=0.0向上上游土压力F=927.472风压力zsw0W=80.0111.30.4浪压力P

13、浪=0.0淤泥重G23=0.0淤积压力P淤=0.0浮托力P浮=0.0对O点取矩项目作用力名称垂直力水平力力臂底板G1=1774.50.75G2=1183.02.166666667G3=10055.54.75G4=5545.312.75G5=1626.619.25G6=8207.117.12162162闸敦G7=580.80.9G8=1910.52.5G9=5092.06.35G10=7814.115.1G11=514.714G12=645.118.85G13=567.521.6检修桥G14=3652.5工作桥G15=973.3655.8公路桥G16=2370.4217.5启闭机室G17=203

14、5.9435.8弧形闸门G18=3966.57检修门G19=1402.5启闭机G20=2805.8上游水重G21=124204.5937512.75660018.75下游水重G22=014.64静水压力P水1=8801.51.333333333P水2=-6003.71.166666667渗透压力P1=-7287.37.333333333P2=-41641.611P3=0.011.5P4=0.018.33333333上游土压力F=927.4721.333333333风压力W=80.08.35浪压力P浪=0.07.35淤泥重G22=0.03.96淤积压力P淤=0.04.666666667浮托力P浮

15、=0.01129总计31543.53805.2BAGM偏心距e=B/2-M/G22520.5231543.5340173.170.215738419地基应力Pmax=G/A（1+6e/B）=64.16550889500Pmin=G/A（1-6e/B）=57.03438003=Pmax/Pmin=1.1250321121/2（Pmax+Pmin)=60.59994446满足稳定要求抗滑稳定fGHKcK0.4531543.53805.23.7302707841.15分项系数1.3力矩1330.882563.1747763.6370702.7331312.53140518.22522.734776.

16、3032334.04117992.917205.6312159.6612257.20912.505645.5241482.3511808.472601.72350.001624.0055890.00119531.25123750.000.0011735.36-7004.345833-53440.05-458057.600.0001236.629333667.756180000340173.17偏心距e=B/2-M/G底板自重G1=1774.5G2=1183.0G3=10055.5G4=5545.3G5=1626.6G6=8207.1闸墩自重中墩缝墩G7=580.8218.544362.2708275G8=1910.5835.21075.32G9=5092.022262865.975G10=7814.134164398.1G11=514.7225289.6875G12=645.1282363.075G13=567.5213.52353.9427625检修桥重G14=365工作桥重主梁隔板G15=973.365922.7450.625公路桥重主梁隔板G16=2370.422235.8713