人工挖孔桩计算表格lock:123圆形桩直径扩大头直径扩大头面积承载力钢筋总面积钢筋根数单根面积桩身承载力相关参数0.80.80.5026548246175911541110547910.80.90.636172512422261154111054791桩身砼等级0.810.785398163427481154111054791C300.81.10.9503317777332611541110547910.81.21.130973355339581154111054791抗压强度fc0.81.31.32732289614645115411105479114.30.81.41.5393804003538711541110547910.81.51.767145867661851154111054791成桩系数ψc0.81.62.0106192983703711541110547910.90.81.72.2698006922794411541110547910.81.82.544690049489061154111054791极限端阻力0.91.92.835287369999231507131166064标准值qpk123.141592653610995190815128748770001.12.13.46360590061212223561614890591.22.23.801327110813304285018159107811.32.34.154756284414541339219179126531.42.44.523893421215833398121190146751.52.54.908738521217180461822210168461.62.65.309291584618582530124221191671.72.75.725552611220039603126232216381.82.86.15752160121551680927253242591.92.96.60519855422311876342926427029237.068583470624740850530284299492.13.17.547676350226416942432295330192.23.28.0424771932281481039033315362392.33.38.5529859994299351140335326396082.43.49.0792027689317771246437337431272.53.59.6211275016336731357138358467962.63.610.1787601976356251472640369506152.73.710.7521008569376321592741389545832.83.811.3411494795396941717643400587012.93.911.9459060653418101847244420629693412.5663706144439821981546431673873.14.113.2025431267462082120548442719543.24.213.854423602348490226434946376671椭圆形挖孔桩间距直径扩大类型扩大头面积承载力钢筋总面积钢筋根数单根面积桩身承载力去保护层面积去保护层长度1.21.30.56.914756284424201771231248275252.57097335536.169911184321.80.410.5092915846367821700947361585795.66980069229.34070751112.62.60.214.868583470652040342266651811506011.408738521213.0539816341.82.30.210.5855526112370492328353439790767.761327110810.51150383791.3102.08539816347298541828193198801.80617251245.42743338822.42.60.112.87752160145071327266451111010310.908738521212.6539816340023-1-2300.0078539816-0.31415926540023-1-2300.0078539816-0.31415926540023-1-2300.0078539816-0.31415926540023-1-2300.0078539816-0.31415926540023-1-2300.0078539816-0.31415926540023-1-2300.0078539816-0.31415926540023-1-2300.0078539816-0.3141592654计算公式：桩身承载力特征值=ψc*fc*Aps/1.35
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