锚索理论伸长值计算汇总理论伸长值锚索编号吨位孔深张拉段长50%100100100100100100100100303030303030303030.024.923.824.324.524.724.224.475%100%110%39.04632.40830.97731.62731.88832.14831.49731.75878.092.81761.95363.25563.776.29662.99563.515117.13997.22592.93094.88295.66396.44494.49295.273132.757110.188105.321107.533108.418109.303107.091107.9761501501501501501501501501501503535353535353535353528.328.528.628.728.028.128.428.228.828.338.67538.94939.08539.22238.26538.40238.81238.53939.35938.67577.35177.778.17178.44476.53176.80477.62477.07778.71777.351116.026116.846117.256117.666114.796115.206116.436115.616118.076116.026131.496132.425132.0133.355130.102130.567131.961131.031133.819131.496张拉吨位×张拉段长÷弹性模量÷钢绞线截面积÷根数＝每级张拉度数250*24.9/(1.96*14*7)500*24.9/(1.96*14*7)750*24.9/(1.96*14*7)850*24.9/(1.96*14*7)100T25%50%75%100%110%
150吨
油压表读数
吨位6.9625%15.2550%23.5375%31.82100%35.14
110%
100吨灌浆供浆量359水泥量
4.54
150吨灌浆供浆量406.43水泥量
554.22
25050075010001100
张拉吨位375750112515001650
