闸稳定及结构应力计算

工况：上游水位(内河）-1.00下游水位（外河）闸室长度18.8闸基高程-2.50闸室总宽24.5底板高程-1.00闸墩总厚5.45底板厚度1.50长度高度厚度点距工作门槽闸墩12.46.75.456.4以上闸墩启闭机房纵梁6.41.11.66.4启闭机房横梁0.71.124.511.2启闭机房板6.40.224.56.4公路桥6.30.324.515.8启闭机0006.4排架荷载110.52.411.9公路桥活荷载00015.8工作闸门+启闭设备+埋件0006.4上游检修闸门+启闭+埋件0009.4上游轨道0009.4工作门槽闸墩6.46.75.450以下闸墩启闭机房纵梁6.41.11.60启闭机房横梁0.71.124.51.8启闭机房板6.40.224.50公路桥0000启闭机0000排架荷载110.52.40下游检修闸门+启闭+埋件0003.4下游轨道0003.4上游齿槽0.80.8024.518下游齿槽0.80.8024.500底板18.801.5024.500.00上游水重12.400.0019.056.40基土力学指标f=水闸稳定及基底应力计算工程名称：湖水闸上游铺盖长度闸门距上游面距离计算部位下游水重6.400.0019.050.00浮托力18.800.0024.500.00渗透压力18.800.0024.506.27空箱土压力11.302.003.050.00∑上游水推力01.524.50.5下游水推力01.524.50.5∑铅直力G47726水平力P0.0#DIV/0!2860.59σ上σ下Agmax113.6152.8σ顶σ底Agmax226.3-450.50.00稳定计算抗滑安全系数Kf=应力计算抗倾安全系数Kc=结构计算闸墩底压应力闸底板内力(KN.m)及配筋(cm2)弹性地基梁法上游段梁门槽应力下游段梁日期：-1.00风浪高度0.0010.00下游铺盖11.000.250C=5.0012.40单位:KN-m重量倾矩弯矩11093.313977535498276.0264955462.25338994768.37376154上游侧排架柱617.41134.52149810834下游侧排架柱617.41000.06400-3000屋面重1476.32617.476561852启闭+检修板重1536.6150.02370960启闭+检修活载1000.0260.01664-780交通桥1134.5140.013160交通桥活载15030.02820闸墩重16818.815725.618322-35498工作闸门+启闭设备+埋件260.0276.0883-1711上游检修闸门+启闭+埋件140.0462.2994-3351上游轨道30.0768.32459-4764下游检修闸门+启闭+埋件140.00.000下游轨道30.00.000底板重16927.1617.4309-5495上游齿槽384.2140.0476-840下游齿槽384.230.0102-180384.270693457384.2154-345716927.115911400.000水闸稳定及基底应力计算2021/3/24kN0.0000.0000.000.0000.006079.634350-2867647726420555-33947270.1135135-270.1-135-135弯矩M-28070应力比值上游应力123.07抗浮计算#DIV/0!下游应力84.17MaxMin弯矩M#REF!#REF!配筋Ag#REF!#REF!弯矩M#REF!#REF!配筋Ag#REF!#REF!1.46闸底板内力(KN.m)及配筋(cm2)弹性地基梁法距离闸底板下游侧外边线m（顺时针为正）6.400力矩（kN·m）工况：上游水位(内河）2.60下游水位（外河）闸室长度18.8闸基高程-2.50闸室总宽31底板高程-1.00闸墩总厚7.00底板厚度1.50长度高度厚度点距工作门槽闸墩12.46.776.4以上闸墩启闭机房纵梁6.41.126.4启闭机房横梁0.71.13111.2启闭机房板6.40.2316.4公路桥6.30.33115.8启闭机0006.4排架荷载110.52.411.9公路桥活荷载00015.8工作闸门+启闭设备+埋件0006.4上游检修闸门+启闭+埋件0009.4上游轨道0009.4工作门槽闸墩6.46.770以下闸墩启闭机房纵梁6.41.120启闭机房横梁0.71.1311.8启闭机房板6.40.2310公路桥0000启闭机0000排架荷载110.52.40下游检修闸门+启闭+埋件0003.4下游轨道0003.4上游齿槽0.80.803118下游齿槽0.80.80310底板18.801.5031.000.00上游水重12.403.6024.006.40闸门距上游面距离计算部位基土力学指标f=水闸稳定及基底应力计算工程名称：湖水闸上游铺盖长度下游水重6.405.2824.000.00浮托力18.805.1031.000.00渗透压力18.800.7931.006.27∑上游水推力05.1311.7下游水推力06.8312.26∑铅直力G39269水平力P-3031.74.202.05σ上σ下Agmax113.6152.8σ顶σ底Agmax226.3-450.50.00结构计算闸墩底压应力闸底板内力(KN.m)及配筋(cm2)弹性地基梁法上游段梁门槽应力下游段梁稳定计算抗滑安全系数Kf=应力计算抗倾安全系数Kc=日期：4.28风浪高度0.0010.00下游铺盖11.000.250C=5.0012.40单位:KN-m重量倾矩弯矩14248.217952845594345.0331269584.867551257972.29333194上游侧排架柱617.41435.52720213709下游侧排架柱617.41000.06400-3000屋面重1859.55617.476561852启闭+检修板重1944.3150.02370960启闭+检修活载1000.0260.01664-780交通桥1435.5140.013160交通桥活载15030.02820闸墩重21602.147353.923533-45594工作闸门+启闭设备+埋件260.0345.01104-2139上游检修闸门+启闭+埋件140.0584.81257-4240上游轨道30.0972.23111-6027下游检修闸门+启闭+埋件140.00.000下游轨道30.00.000底板重21417.9617.4309-5495上游齿槽486.1140.0476-840下游齿槽486.130.0102-180486.189444375486.1194-437521417.92013280力距10499.3132292335983.20kN水闸稳定及基底应力计算2021/3/247947.925433-49277-6.20-29128.3-27380600.005.10-2266.2-28403-71013.130.7939269341689-365033950.967176717-6982.6-15781-15781弯矩M-36503应力比值平均值上游应力87.3767.38下游应力47.39抗浮计算1.250821493MaxMin弯矩M#REF!#REF!配筋Ag#REF!#REF!弯矩M#REF!#REF!配筋Ag#REF!#REF!闸底板内力(KN.m)及配筋(cm2)弹性地基梁法1.84距离闸底板下游侧外边线m（顺时针为正）6.400力矩（kN·m）工况：上游水位(内河）4.38下游水位（外河）闸室长度18.8闸基高程-2.50闸室总宽31底板高程-1.00闸墩总厚7.00底板厚度1.50长度高度厚度点距工作门槽闸墩12.46.776.4以上闸墩启闭机房纵梁6.41.126.4启闭机房横梁0.71.13111.2启闭机房板6.40.2316.4公路桥6.30.33115.8启闭机0006.4排架荷载110.52.411.9公路桥活荷载00015.8工作闸门+启闭设备+埋件0006.4上游检修闸门+启闭+埋件0009.4上游轨道0009.4工作门槽闸墩6.46.770以下闸墩启闭机房纵梁6.41.120启闭机房横梁0.71.1311.8启闭机房板6.40.2310公路桥0000启闭机0000排架荷载110.52.40下游检修闸门+启闭+埋件0003.4下游轨道0003.4上游齿槽0.80.803118下游齿槽0.80.80310底板18.801.5031.000.00上游水重12.405.3824.006.40闸门距上游面距离计算部位基土力学指标f=水闸稳定及基底应力计算工程名称：湖水闸上游铺盖长度下游水重6.405.2824.000.00浮托力18.806.7831.000.00渗透压力18.800.0531.006.27∑上游水推力06.9312.293333下游水推力06.8312.26∑铅直力G36996水平力P207.558.621.90σ上σ下Agmax113.6152.8σ顶σ底Agmax226.3-450.50.00结构计算闸墩底压应力闸底板内力(KN.m)及配筋(cm2)弹性地基梁法上游段梁门槽应力下游段梁稳定计算抗滑安全系数Kf=应力计算抗倾安全系数Kc=日期：4.28风浪高度0.0010.00下游铺盖11.000.250C=5.0012.40单位:KN-m重量倾矩弯矩14248.217952845594345.0331269584.867551257972.29333194上游侧排架柱617.41435.52720213709下游侧排架柱617.41000.06400-3000屋面重1859.55617.476561852启闭+检修板重1944.3150.02370960启闭+检修活载1000.0260.01664-780交通桥1435.5140.013160交通桥活载15030.02820闸墩重21602.147353.923533-45594工作闸门+启闭设备+埋件260.0345.01104-2139上游检修闸门+启闭+埋件140.0584.81257-4240上游轨道30.0972.23111-6027下游检修闸门+启闭+埋件140.00.000下游轨道30.00.000底板重21417.9617.4309-5495上游齿槽486.1140.0476-840下游齿槽486.130.0102-180486.189444375486.1194-437521417.92013280力距15690.7197702502103.20kN水闸稳定及基底应力计算2021/3/247947.925433-49277-6.20-38723.6-36400100.006.78-134.9-1691-4233.130.0536996343618-34407190.11648916489-6982.6-15781-15781弯矩M-3440应力比值平均值上游应力65.3663.48下游应力61.60抗浮计算0.952081287MaxMin弯矩M#REF!#REF!配筋Ag#REF!#REF!弯矩M#REF!#REF!配筋Ag#REF!#REF!闸底板内力(KN.m)及配筋(cm2)弹性地基梁法1.06距离闸底板下游侧外边线m（顺时针为正）6.400力矩（kN·m）工况：上游水位(内河）2.60下游水位（外河）闸室长度18.8闸基高程-2.50闸室总宽31底板高程-1.00闸墩总厚7.00底板厚度1.50长度高度厚度点距工作门槽闸墩12.46.776.4以上闸墩启闭机房纵梁6.41.126.4启闭机房横梁0.71.13111.2启闭机房板6.40.2316.4公路桥6.30.33115.8启闭机0006.4排架荷载110.52.411.9公路桥活荷载00015.8工作闸门+启闭设备+埋件0006.4上游检修闸门+启闭+埋件0009.4上游轨道000