序号部位计算式力(t)力臂(m)一 闸墩1.边墩(1)0.5*(1.4+0.8)*8.55*2*2.5*4188.102.002.边墩(2)0.5*(1.4+0.6)*8.55*2*2.5*8.6367.658.303.边墩(3)0.3*0.6*8.55*2*2.5-7.6951.104.边墩(4)0.2*0.2*8.55*2*2.5-1.713.105.中墩(1)3.5*1*8.55*5*2.5374.06252.256.中墩(2)0.6*0.32*8.55*10*2.5-41.040.807.中墩(3)0.2*0.2*8.55*10*2.5-8.55 3.108.中墩(4)0.5*3.14*0.5*0.5*5*2.5*8.5541.94843750.399.后墙21.0*0.4*8.55*2.5179.55 12.8010.后墙上管孔3.14*0.8*0.8*6*2.5*0.4-23.079 12.80合计1069.24二 底板⑴部位25.8*14*2.5997.57.00合计997.50三框架柱1.柱部位(前)0.6*0.6*8.55*5*2.538.475 8.102.柱部位(前)0.6*0.4*0.4*5*2.5-1.28.103.柱部位(前)0.6*0.4*0.4*5*2.5-1.28.104.柱部位(后)0.2*0.6*8.55*5*2.512.825 12.50合计48.90四胸墙⑴部位2.6*0.4*5.35*6*2.583.461.60合计83.46五纵向联系梁1.纵向联系梁部位0.6*0.4*8.4*5*2*2.550.408.202.横向向水泵梁部位0.55*0.4*3*6*2.59.9011.503.横向向水泵梁部位0.55*0.4*3*6*2.59.909.304.横向向联系梁部位0.4*0.6*(21.6-0.6*5)*2*2.522.328.10合计92.52六闸室盖板1.盖板21.6*13*0.2*2.5140.406.502.排架尺寸0.6*0.4*0.1*7*2.5-0.4212.703.排架尺寸0.6*0.4*0.1*7*2.5-0.423.704.机架桥板???????????????????????????139.56合计279.12七排架柱1.前排排架柱0.6*0.4*7.8*7*2.532.763.702.后排排架柱0.6*0.4*7.8*7*2.532.7612.70顺水流建成无水永久荷载计算序号部位顺水流建成无水永久荷载计算3.前横向联系梁0.5*0.3*3.2*7*2*2.55.703.704.后横向联系梁0.5*0.3*3.2*7*2*2.55.7012.805.前吊车梁0.3*0.5*21*2.57.884.706.后吊车梁0.3*0.5*21*2.57.8811.807.排架梁8.4*0.75*0.4*7*2.544.108.208.面墙19.面墙210.面墙311.面墙4合计136.78八排污栅1.排污栅694.92*85559.361.8合计5559.36九 水泵1.水泵没有找到资料5559.36合计0.00十起重机1.起重机4.44.48.2十一栏杆1.栏杆(1)3.14*0.018*0.018*0.25*(9*3.45*6+8*12.2)*7.85*2+0.02466*4*(100-4)*(7*3.45+12.2*2)/1000)*23.1876.22.栏杆(2)2*(0.00947*(3.45*3+3*2)+7.85*0.00102*0.25*(3*8+3.45*14))0.59911.53.栏杆(3)-12*(0.02466*4*(100-4)*0.001*(1.1*3+17.85*2*2)+3.14*0.016*0.016*7.85*0.91*18)1.6210.13.栏杆(3)-22*(0.02466*4*(100-4)*0.001*(1.1*3+17.85*2*2)+3.14*0.016*0.016*7.85*0.91*18)1.62124.栏杆(4)-14*(0.02466*4*(100-4)*0.001*(1.1*3+17...
