锚索张拉伸长量计算

K14+880-K15+000右侧第四级边坡锚索张拉控制参数计算 表 关于同志近三年现实表现材料材料类招标技术评分表图表与交易pdf视力表打印pdf用图表说话 pdf （29号千斤顶250KN）预张拉整体分级张拉12.5%P20%P25%P50%P75%P100%P110%P张拉力（KN）100160200400600800880压力表读数（MPa）21.5734.4042.9685.74128.52171.31188.4224理论计算伸长值（mm）12.5620.0925.1250.2475.35100.47110.52实际量取伸长值上限13.2421.1826.4852.9579.43105.90116.49实际量取伸长值下限11.9519.1123.8947.7871.6895.57105.1322理论计算伸长值（mm）11.5118.4223.0246.0569.0792.10101.31实际量取伸长值上限12.1319.4224.2748.5472.8197.08106.78实际量取伸长值下限10.9517.5221.9043.8065.7087.6196.3720理论计算伸长值（mm）10.4716.7520.9341.8662.7983.7392.10实际量取伸长值上限11.0317.6522.0644.1366.1988.2597.08实际量取伸长值下限9.9615.9319.9139.8259.7379.6487.61分级张拉行程时间（min）555555K14+880-K15+000右侧第四级边坡锚索张拉控制参数计算表（17021627号千斤顶1000KN）预张拉整体分级张拉12.5%P20%P25%P50%P75%P100%P110%P张拉力（KN）100160200400600800880压力表读数（MPa）5.548.7010.8121.3531.8942.4346.6516实际量取伸长值上限#VALUE!14.217.735.553.271.078.1理论计算伸长值（mm）8.3713.416.733.550.267.073.7实际量取伸长值下限7.9612.615.731.547.263.069.314实际量取伸长值上限#VALUE!12.415.531.146.662.168.3理论计算伸长值（mm）7.3311.714.729.344.058.664.5实际量取伸长值下限6.9711.013.827.541.355.160.612实际量取伸长值上限#VALUE!10.613.326.639.953.258.6理论计算伸长值（mm）6.2810.012.625.137.750.255.3实际量取伸长值下限5.979.411.823.635.447.251.9分级张拉行程时间（min）555555K14+880-K15+000右侧第三级边坡锚索张拉控制参数计算表（17021627号千斤顶1000KN）预张拉整体分级张拉12.5%P20%P25%P50%P75%P100%P110%P张拉力（KN）100160200400600800880压力表读数（MPa）5.548.7010.8121.3531.8942.4346.6510实际量取伸长值上限#VALUE!8.911.122.233.344.448.8理论计算伸长值（mm）5.238.410.520.931.441.946.0实际量取伸长值下限4.987.99.819.729.539.443.310实际量取伸长值上限#VALUE!8.911.122.233.344.448.8理论计算伸长值（mm）5.238.410.520.931.441.946.0实际量取伸长值下限4.987.99.819.729.539.443.37实际量取伸长值上限#VALUE!6.27.815.523.331.134.2理论计算伸长值（mm）3.665.97.314.722.029.332.2实际量取伸长值下限3.485.56.913.820.727.530.3分级张拉行程时间（min）555555K14+880-K15+000右侧第二级边坡锚索张拉控制参数计算表（17021627号千斤顶1000KN）预张拉整体分级张拉12.5%P20%P25%P50%P75%P100%P110%P张拉力（KN）100160200400600800880压力表读数（MPa）5.548.7010.8121.3531.8942.4346.657实际量取伸长值上限#VALUE!6.27.815.523.331.134.2理论计算伸长值（mm）3.665.97.314.722.029.332.2实际量取伸长值下限3.485.56.913.820.727.530.37实际量取伸长值上限#VALUE!6.27.815.523.331.134.2理论计算伸长值（mm）3.665.97.314.722.029.332.2实际量取伸长值下限3.485.56.913.820.727.530.37实际量取伸长值上限#VALUE!6.27.815.523.331.134.2理论计算伸长值（mm）3.665.97.314.722.029.332.2实际量取伸长值下限3.485.56.913.820.727.530.3分级张拉行程时间（min）555555K15+280~K15+380左侧第四级边坡锚索张拉控制参数计算表（17021627号千斤顶1000KN）预张拉整体分级张拉12.5%P20%P25%P50%P75%P100%P110%P张拉力（KN）100160200400600800880压力表读数（MPa）5.548.7010.8121.3531.8942.4346.6516实际量取伸长值上限#VALUE!14.217.735.553.271.078.1理论计算伸长值（mm）8.3713.416.733.550.267.073.7实际量取伸长值下限7.9612.615.731.547.263.069.314实际量取伸长值上限#VALUE!12.415.531.146.662.168.3理论计算伸长值（mm）7.3311.714.729.344.058.664.5实际量取伸长值下限6.9711.013.827.541.355.160.612实际量取伸长值上限#VALUE!10.613.326.639.953.258.6理论计算伸长值（mm）6.2810.012.625.137.750.255.3实际量取伸长值下限5.979.411.823.635.447.251.9分级张拉行程时间（min）555555K15+280~K15+380左侧第四级边坡锚索张拉控制参数计算表（17021627号千斤顶1000KN）预张拉整体分级张拉12.5%P20%P25%P50%P75%P100%P110%P张拉力（KN）100160200400600800880压力表读数（MPa）5.548.7010.8121.3531.8942.4346.6513实际量取伸长值上限#VALUE!11.514.428.843.357.763.5理论计算伸长值（mm）6.8010.913.627.240.854.459.9实际量取伸长值下限6.4710.212.825.638.451.256.313实际量取伸长值上限#VALUE!11.514.428.843.357.763.5理论计算伸长值（mm）6.8010.913.627.240.854.459.9实际量取伸长值下限6.4710.212.825.638.451.256.313实际量取伸长值上限#VALUE!11.514.428.843.357.763.5理论计算伸长值（mm）6.8010.913.627.240.854.459.9实际量取伸长值下限6.4710.212.825.638.451.256.3分级张拉行程时间（min）555555K17+290~K17+380左侧第二级边坡锚索张拉控制参数计算表（17021627号千斤顶1000KN）预张拉整体分级张拉12.5%P20%P25%P50%P75%P100%P110%P张拉力（KN）100160200400600800880压力表读数（MPa）5.548.7010.8121.3531.8942.4346.6510实际量取伸长值上限#VALUE!8.911.122.233.344.448.8理论计算伸长值（mm）5.238.410.520.931.441.946.0实际量取伸长值下限4.987.99.819.729.539.443.310实际量取伸长值上限#VALUE!8.911.122.233.344.448.8理论计算伸长值（mm）5.238.410.520.931.441.946.0实际量取伸长值下限4.987.99.819.729.539.443.310实际量取伸长值上限#VALUE!8.911.122.233.344.448.8理论计算伸长值（mm）5.238.410.520.931.441.946.0实际量取伸长值下限4.987.99.819.729.539.443.3分级张拉行程时间（min）555555K17+280~K17+440右三边坡锚索张拉控制参数计算表（17021627号千斤顶1000KN）预张拉整体分级张拉12.5%P20%P25%P50%P75%P100%P110%P张拉力（KN）100160200400600800880压力表读数（MPa）5.548.7010.8121.3531.8942.4346.6510实际量取伸长值上限#VALUE!8.911.122.233.344.448.8理论计算伸长值（mm）5.238.410.520.931.441.946.0实际量取伸长值下限4.987.99.819.729.539.443.310实际量取伸长值上限#VALUE!8.911.122.233.344.448.8理论计算伸长值（mm）5.238.410.520.931.441.946.0实际量取伸长值下限4.987.99.819.729.539.443.310实际量取伸长值上限#VALUE!8.911.122.233.344.448.8理论计算伸长值（mm）5.238.410.520.931.441.946.0实际量取伸长值下限4.987.99.819.729.539.443.3分级张拉行程时间（min）555555K18+600~K18+900左五锚索张拉控制参数计算表（17021627号千斤顶1000KN）预张拉整体分级张拉12.5%P20%P25%P50%P75%P100%P110%P张拉力（KN）100160200400600800880压力表读数（MPa）5.548.7010.8121.3531.8942.4346.6510实际量取伸长值上限#VALUE!8.911.122.233.344.448.8理论计算伸长值（mm）5.238.410.520.931.441.946.0实际量取伸长值下限4.987.99.819.729.539.443.310实际量取伸长值上限#VALUE!8.911.122.233.344.448.8理论计算伸长值（mm）5.238.410.520.931.441.946.0实际量取伸长值下限4.987.99.819.729.539.443.310实际量取伸长值上限#VALUE!8.911.122.233.344.448.8理论计算伸长值（mm）5.238.410.520.931.441.946.0实际量取伸长值下限4.987.99.819.729.539.443.3分级张拉行程时间（min）555555K17+280~K17+440右三边坡锚索张拉控制参数计算表（17021627号千斤顶1000KN）预张拉整体分级张拉12.5%P20%P25%P50%P75%P100%P110%P张拉力（KN）100160200400600800880压力表读数（MPa）5.548.7010.8121.3531.8942.4346.6510实际量取伸长值上限#VALUE!8.911.122.233.344.448.8理论计算伸长值（mm）5.238.410.520.931.441.946.0实际量取伸长值下限4.987.99.819.729.539.443.310实际量取伸长值上限#VALUE!8.911.122.233.344.448.8理论计算伸长值（mm）5.238.410.520.931.441.946.0实际量取伸长值下限4.987.99.819.729.539.443.310实际量取伸长值上限#VALUE!8.911.122.233.344.448.8理论计算伸长值（mm）5.238.410.520.931.441.946.0实际量取伸长值下限4.987.99.819.729.539.443.3分级张拉行程时间（min）555555