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雨水管道计算按自然标高挖设计标高填
1序号2桩号3管长4567埋深8管径9井号121314最终井深16171819基底宽20基座模板每米W1W6123456W7W147891011121314W16W2316171819202122235285675986186306576907193963062012228322931543115388154001537815355155231585816301140781399813937138971387313817137531366515431153881540015378153551552315858163011351391461481481712112640404040404040404W16φ1000000W17φ1000000W18φ1000000W19φ1000000W20φ1000000W21φ1000000W22φ1000000W23φ100000015515916616816819123128415515916616816819123128402002002002002002002002007771572162716721682179421062571075075075075075075075075110110110110110110110056056056056056056056221817141120683156817921641180°180°180°180°180°180°180°1418011546787248441228418051228052622923223513754114414773530302436303542049120362201841951918782176671673915696190071890218812179121719216112152121414920491203622018419519187821766716739156961481461371611591561531550404040404040404W7φ1000W8φ1000W9φ100000000000016816615718117917617317516816615718117917617317502002002002002002002002016721616169017991773174117370750750750750750750750751101101101101101101100560560560560560560561960168016801344201616801982180°180°180°180°180°180°180°1377611209119981057015502125651477403671971391761143534926425367148821518215668166971876920008133791369414008153081743318534148821518215668166971876920008150149166139134147040404040404W1φ1000W2φ1000W3φ1000W4φ700W5φ700W6φ10000000000000000000001701691861591541671701691861591541670200200200200200201696177417251563160507507507507507511011011011011005605605605605619601954145623802055180°180°180°180°180°1407415048107311508713570∑2122基础形式23挖土总体积m放坡
自然地面管内底设计路面高标高标高
管壁t挖深管壁
管道基础挖土平均深放坡C1垫层垫层度系数
W10φ1000000W11φ1000000W12φ700000
W13φ1000000W14φ1000000
16
f雨水管道计算按自然标高挖设计标高填
1序号2桩号3管长4567埋深8管径9井号121314最终井深16171819基底宽20基座模板每米W3W312W4W412W5W512W6W612W8W812292292r
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