衡重式挡土墙工程量计算表
计算式
L1bH1×
3H1×
1L2L1B3L3L2HH1×
1HH1×
22L2L3×HH1÷2L4L5H3÷2h×L5÷2×a
桩长度a墙顶B1号（m宽m111111111111111111110606060606060606060606060606060606060606墙高Hm25335445555665775885995101051111512H1m13165192224252729313334536384434648552555H2m2172352612833133633934444755255561364568270674377482485897H3m04040404040505060607070808080809091111B11m111111212131314142221212222232324B21m0250250250250250250250350350350350350350404040404504505Dm1821911942201214215275278321323398404439456506515559564616
030303030303030450450550550606065065070707507508hm057060610630630630630740750808093095102106113114124125137面坡
1005005005005005005005005005005005005005005005005005005005005
L4L3Bx
2025025025025025025025025025025025025025025025025025025025025L1105511775126513714414751545205215258267294307343614054246485275L2
L5L4H3×
2
L31815L42065L51965205752095216217232312932973415343542142847487534554355960566
VbL1×H1÷
墙身3404225146117138669801327148418602048261728593300360441534475508054646182基础1371461501561571911912892943823845415546246567938099689961193挡墙片块石m3477568664767870105711711616177822422432315834133924426049465284604864607375
2055
2177519075215752265237244267527453353453984074945075557162564697176751945201202217521852732773243264064134546751752657585637521952262272425243530831235936144144849507557566615636875
编制：
复核：
fr