某混凝土面板堆石壩工程量匯總計(jì)算案例目錄TOC\o"1-3"\h\u14693某混凝土面板堆石壩工程量匯總計(jì)算案例 1237601.1堆石壩各分區(qū)工程量 1179131.2趾板工程量 163831.3面板工程量 268281.4副壩及防浪墻工程量 31.1堆石壩各分區(qū)工程量堆石壩各分區(qū)工程量計(jì)算時(shí)先按照趾板分段進(jìn)行分段，并從CAD中計(jì)算各截面面積，取兩相鄰截面對(duì)平均值乘以壩段長(zhǎng)度求得各壩區(qū)的工程量，如表6-11所示。表6-11堆石壩各分區(qū)工程量壩段墊層區(qū)（m3）過(guò)渡區(qū)（m3）主堆石區(qū)（m3）次堆石區(qū)（m3）AB651.18787.264425.855169.08BC2805.273210.5726802.1330227.29CD6158.756735.4773739.2269762.92DE4888.145253.0354911.7040477.57EF2681.122913.5622155.0513290.26FG3077.313548.2214713.166861.33GH468.90579.571491.09153.02合計(jì)20735.6823027.69198248.19165941.471.2趾板工程量趾板工程量見(jiàn)下表6-12。表6-12趾板工程量趾板段長(zhǎng)度（m）趾板寬度（m）開(kāi)挖面積（m2）趾板斷面面積（m2）開(kāi)挖量（m3）混凝土量（m3）AB31.983.0010.501.43388.3152.88BC42.864.0014.002.16600.0892.58CD48.794.0014.002.01683.0498.06DE32.074.0014.001.95448.9862.54EF38.004.0014.001.94531.9673.71FG58.384.0014.002.07817.39120.86GH29.103.0010.501.77305.5251.50合計(jì)281.18///3775.27552.141.3面板工程量面板根據(jù)分縫進(jìn)行分區(qū)，對(duì)每個(gè)分區(qū)進(jìn)行計(jì)算面板體積求得工程量。見(jiàn)表6-13。表6-13面板工程量編號(hào)面板寬度（m）面板厚度（m）面板長(zhǎng)度（m）工程量（m3）#180.414.8747.57#280.428.4691.08#380.441.14131.65#480.452.23167.15#580.462.70200.63#680.473.19234.19#7160.484.39540.07#8160.493.64599.32#9160.4100.65644.14#10160.4104.55669.12#11160.4104.10661.23#12160.491.45585.26#13160.468.81440.41#1480.454.87175.60#1580.448.25154.40#1680.441.62133.19#1780.435.00111.99#1880.428.2990.53#1980.420.4165.31#2080.411.2731.05#2180.43.3010.57總計(jì)5794.47 1.4副壩及防浪墻工程量副壩工程量通過(guò)計(jì)算斷面面積乘以副壩長(zhǎng)度來(lái)進(jìn)