《10个工程施工专业工具打包》管道沟槽土方计算器

I开挖土方计算 路面标高]管内底标高管径增量H挖土深|基槽底宽边坡断面积平均断面积管长 5.618 2.57310000.362.7072.3750.338.85 2.60310000.3622.5832.3750.338.34 8.48 339.12 5.6332.64310000.3622.6522.3750.338.62 5.747 2.683100010.3622.7262.3750.338.93 0 0.00 5.747 2.88380010.3422.5062.1250.337.40 321.30 5.654 2.92880010.3422.3682.1250.336.88 288 5.438 2.9738000.3422.1072.1250.335.94 5.438 3.373 4000.1651.53 10.332.30 5.3133.4534000.165 325 10.331.90 5.582 3.1456000.3252.062 1.90.335.32 226.76 Y10 5.565 6000.3252.149 222.43 5.4372.94160010.3252.121 90.335.5 5.49 219.79 5.325 0.335.47 Y12 2.44110000.3622.5462.3750.338.19

管道沟槽开挖土方计算 井号 路面标高 管内底标高 管径 增量H 挖土深 基槽底宽 边坡 断面积 平均断面积 管长 挖土方 Y1 5.618 2.573 1000 0.362 2.707 2.375 0.33 8.85 8.59 30 257.75 Y2 5.524 2.603 1000 0.362 2.583 2.375 0.33 8.34 8.48 40 339.12 Y3 5.633 2.643 1000 0.362 2.652 2.375 0.33 8.62 8.77 40 350.92 Y4 5.747 2.683 1000 0.362 2.726 2.375 0.33 8.93 8.16 0 0.00 Y4 5.747 2.883 800 0.342 2.506 2.125 0.33 7.40 7.14 45 321.30 Y5 5.654 2.928 800 0.342 2.368 2.125 0.33 6.88 6.41 45 288.56 Y6 5.438 2.973 800 0.342 2.107 2.125 0.33 5.94 4.12 0 0.00 Y6 5.438 3.373 400 0.165 1.53 1 0.33 2.30 2.10 40 84.14 Y7 5.313 3.453 400 0.165 1.325 1 0.33 1.90 3.61 0 0.00 Y9 5.582 3.145 600 0.325 2.062 1.9 0.33 5.32 5.46 41.5 226.76 Y10 5.565 3.041 600 0.325 2.149 1.9 0.33 5.61 5.56 40 222.43 Y11 5.437 2.941 600 0.325 2.121 1.9 0.33 5.51 5.49 40 219.79 Y12 5.325 2.841 600 0.325 2.109 1.9 0.33 5.47 6.83 0 0.00 Y12 5.325 2.441 1000 0.362 2.546 2.375 0.33 8.19 8.64 45 388.89 Y13 5.483 2.378 1000 0.362 2.767 2.375 0.33 9.10

YI 10000.3622.76 441.22 Y14 5.748 2.3151000|0.3623.0952.3750.3310.51 11.40 4 478.92 Y15 6.082 2.257100010.3623.4872.3750.3312.29 Y1: 155710000.3624.1872.37510.3315.73 13.62 163.46 出水口 1.54410000.3623.3182.3750.3311.51 2000.3983.5882.650.3313.76 16.49 Y16-2 1.31612000.3984.61 650.3319.23 Y16-2 6.228 2.216120010.3983.712.650.3314.37 14.51 309.05 Y16- 6.302 2.23712000.3983.7632.650.3314.64 Y16-1 6.3022.437100010.3623.5272.3750.3312.48 363.57 Y16 6.191 10000.3623.3712.3750.3311.76 422.50 Y17 5.965 2.53910000.3623.0882.3750.3310.48 9.68 387.23 Y18 2.59910000.3622.715 37510.338.88 329.39 5.374 2.639100040.362|2.3972.3750.337.59 Y20 5.379 2.6710000.3622.3712.3750.337.49 0.00 5.379 2.878000.3422.1512.12510.336.10

Y13 5.483 2.378 1000 0.362 2.767 2.375 0.33 9.10 9.80 45 441.22 Y14 5.748 2.315 1000 0.362 3.095 2.375 0.33 10.51 11.40 42 478.92 Y15 6.082 2.257 1000 0.362 3.487 2.375 0.33 12.29 14.01 0 0.00 Y15 6.082 1.557 1000 0.362 4.187 2.375 0.33 15.73 13.62 12 163.46 出水口一 5.2 1.544 1000 0.362 3.318 2.375 0.33 11.51 12.63 0 0.00 出水口二 5.2 1.31 1200 0.398 3.588 2.65 0.33 13.76 16.49 12 197.92 Y16-2 6.228 1.316 1200 0.398 4.61 2.65 0.33 19.23 16.80 0 0.00 Y16-2 6.228 2.216 1200 0.398 3.71 2.65 0.33 14.37 14.51 21.3 309.05 Y16-1 6.302 2.237 1200 0.398 3.763 2.65 0.33 14.64 13.56 0 0.00 Y16-1 6.302 2.437 1000 0.362 3.527 2.375 0.33 12.48 12.12 30 363.57 Y16 6.191 2.482 1000 0.362 3.371 2.375 0.33 11.76 11.12 38 422.50 Y17 5.965 2.539 1000 0.362 3.088 2.375 0.33 10.48 9.68 40 387.23 Y18 5.652 2.599 1000 0.362 2.715 2.375 0.33 8.88 8.23 40 329.39 Y19 5.374 2.639 1000 0.362 2.397 2.375 0.33 7.59 7.54 31.3 235.93 Y20 5.379 2.67 1000 0.362 2.371 2.375 0.33 7.49 6.79 0 0.00 Y20 5.379 2.87 800 0.342 2.151 2.125 0.33 6.10 6.25 43.7 273.18

Y21 5.5092.9148000.342|2.2372.1250.336.41 5.445 2.9598000.3422.1282.1250.336.02 4.18 Y225.4453.3594000.1651.55110.332.34 3.429 4000.1651.307 0.331.87 0 0.00 5.271 3.5293000.158 41.87 Y24 000.1581.004 0.90.331.24 Y25 5.448 3000.1580.785 0.910.330.91 52.28 Y26 5.432 8000.3421.0432.1250 Y26 5.432 3.2318000.3421.8432.1250.335.04 3.1858000.3421.7442.1250.334.71 230.12 Y28 8000.3421.6782.12510.334.49 230.75 Y29 5.458 3.045 8000.3422.0552.1250.335.76 44.2292.47 Y30 2.9578000.3422.5262.1250.337.47 233.21 Y30-1 2.8978000.3422.7092.1250.338.18 8.98 0.00 Y30-1 5.964 2.697100010.36229292.3750.33979 425.19

Y21 5.509 2.914 800 0.342 2.237 2.125 0.33 6.41 6.25 43.7 273.18 6.21 45 279.48 Y22 5.445 2.959 800 0.342 2.128 2.125 0.33 6.02 4.18 0 0.00 Y22 5.445 3.359 400 0.165 1.551 1 0.33 2.34 2.11 35 73.77 Y23 5.271 3.429 400 0.165 1.307 1 0.33 1.87 1.71 0 0.00 Y23 5.271 3.529 300 0.158 1.2 0.9 0.33 1.56 1.40 30 41.87 Y24 5.165 3.619 300 0.158 1.004 0.9 0.33 1.24 1.07 0 0.00 Y25 5.448 4.121 300 0.158 0.785 0.9 0.33 0.91 1.74 30 52.28 Y26 5.432 4.031 800 0.342 1.043 2.125 0.33 2.58 3.81 0 0.00 Y26 5.432 3.231 800 0.342 1.843 2.125 0.33 5.04 4.87 45.65 222.47 Y27 5.287 3.185 800 0.342 1.744 2.125 0.33 4.71 4.60 50 230.12 Y28 5.171 3.135 800 0.342 1.678 2.125 0.33 4.49 5.13 45 230.75 Y29 5.458 3.045 800 0.342 2.055 2.125 0.33 5.76 6.62 44.2 292.47 Y30 5.841 2.957 800 0.342 2.526 2.125 0.33 7.47 7.83 29.8 233.21 Y30-1 5.964 2.897 800 0.342 2.709 2.125 0.33 8.18 8.98 0 0.00 Y30-1 5.964 2.697 1000 0.362 2.929 2.375 0.33 9.79 10.63 40 425.19 Y30-2 6.296 2.649 1000 0.362 3.309 2.375 0.33 11.47

Y30-2 2.64910000.36233092.3750.3311.47 14.18 0 0.00 Y30-2 6.296 1.54910000.3624.4092.3750.3316.89 14.21 127.92 1.53810000.36233242.3750.331154 11.63 出水口四 1.5 10000.3623.362.3750.3311.71 14.32 1.517 10000.3624.4162.3750.3316.92 Y31 6.271 2.11710000.3623.8162.3750.3313.87 543.84 Y32 5.819 10000.3623.2992.3750.331143 10.31 515.65 Y33 5.3852.25610000.3622.7912.3750.339.20 Y33 5.385 2.4568000.3422.5712.1250.337.64 6.94 333.32 Y34 5.0922.54280010.3422.1922.1250.336.24 4.66 209.67 5.198 3.62380010.3421.2172.1250.333.0 Y35 4000.1651.14 0.331.57 1.60 3.5834000.1651.17 0.331.62 319.40 支管沟槽土方量另计,F列中的07值表示为路面结构层厚度。不同的路面结构需进行调整

Y30-2 6.296 2.649 1000 0.362 3.309 2.375 0.33 11.47 14.18 0 0.00 Y30-2 6.296 1.549 1000 0.362 4.409 2.375 0.33 16.89 14.21 9 127.92 出水口三 5.2 1.538 1000 0.362 3.324 2.375 0.33 11.54 11.63 0 0.00 出水口四 5.2 1.5 1000 0.362 3.362 2.375 0.33 11.71 14.32 11 157.51 Y31 6.271 1.517 1000 0.362 4.416 2.375 0.33 16.92 15.40 0 0.00 Y31 6.271 2.117 1000 0.362 3.816 2.375 0.33 13.87 12.65 43 543.84 Y32 5.819 2.182 1000 0.362 3.299 2.375 0.33 11.43 10.31 50 515.65 Y33 5.385 2.256 1000 0.362 2.791 2.375 0.33 9.20 8.42 0 0.00 Y33 5.385 2.456 800 0.342 2.571 2.125 0.33 7.64 6.94 48 333.32 Y34 5.092 2.542 800 0.342 2.192 2.125 0.33 6.24 4.66 45 209.67 Y35 5.198 3.623 800 0.342 1.217 2.125 0.33 3.07 2.32 0 0.00 Y35 5.198 3.523 400 0.165 1.14 1 0.33 1.57 1.60 30 47.86 Y36 5.288 3.583 400 0.165 1.17 1 0.33 1.62 合计 10319.40 支管沟槽土方量另计，F列中的0.7值表示为路面结构层厚度。不同的路面结构需进行调整

管道沟槽开挖十方计 井号 路面标高管内底标高管径増量日挖深璂槽底寳劻坡断面积 5.555 0.0574000.285.192 540.3316.89 W2 5.441 -0.014000.285.031 540.3316.10 W3 5.483 0.05 4000.285.013 540.3316.01 W4 5.573 0.11 4000.285.043 540.3316.16 W5 5.65 0.164 4000.285.067 540.3316.28 W6 5.639 0.2244000.284.995 540.3315.93 W7 5.506 0.284 4000.284.802 540.3315.00 w8 5.362 0.344 4000.284.598 540.3314.06 w9 5.232 4000.284.402 540.3313.17 5.268 0.479400L0.28|4369 540.3313.03 W12 5.485 0.6034000.284.4621.4250.3312.93 13 5.498 0.645 4000.284.4331.4250.3312.80 W14 5.4110.69 4000.284.3011.4250.3312.23 5.315 0.7354000.284.161.4250.3311.64 5.2380.7764000.284.0421.4250.3311.15 W17 5.281 0.818 4000.284.0431.425|0.3311.16 W18 5.422 0.8554000.284.1471.4250.3311.58 W19 5.589 0.94000.284.2691.4250.3312.10 W20 5.7750.9454000.284.411.4250.3312.70 V216.0780.9774000.2846811.4250.3313.90 V22 6.2331.3274000.284.4861.4250.3313.03 W23 1.3614000.284.3191.4250.3312.31

管道沟槽开挖土方计算 井号 路面标高 管内底标高 管径 增量H 挖土深 基槽底宽 边坡 断面积 W1 5.555 -0.057 400 0.28 5.192 1.54 0.33 16.89 W2 5.441 -0.01 400 0.28 5.031 1.54 0.33 16.10 W3 5.483 0.05 400 0.28 5.013 1.54 0.33 16.01 W4 5.573 0.11 400 0.28 5.043 1.54 0.33 16.16 W5 5.651 0.164 400 0.28 5.067 1.54 0.33 16.28 W6 5.639 0.224 400 0.28 4.995 1.54 0.33 15.93 W7 5.506 0.284 400 0.28 4.802 1.54 0.33 15.00 W8 5.362 0.344 400 0.28 4.598 1.54 0.33 14.06 W9 5.232 0.41 400 0.28 4.402 1.54 0.33 13.17 W10 5.268 0.479 400 0.28 4.369 1.54 0.33 13.03 W12 5.485 0.603 400 0.28 4.462 1.425 0.33 12.93 W13 5.498 0.645 400 0.28 4.433 1.425 0.33 12.80 W14 5.411 0.69 400 0.28 4.301 1.425 0.33 12.23 W15 5.315 0.735 400 0.28 4.16 1.425 0.33 11.64 W16 5.238 0.776 400 0.28 4.042 1.425 0.33 11.15 W17 5.281 0.818 400 0.28 4.043 1.425 0.33 11.16 W18 5.422 0.855 400 0.28 4.147 1.425 0.33 11.58 W19 5.589 0.9 400 0.28 4.269 1.425 0.33 12.10 W20 5.775 0.945 400 0.28 4.41 1.425 0.33 12.70 W21 6.078 0.977 400 0.28 4.681 1.425 0.33 13.90 W22 6.233 1.327 400 0.28 4.486 1.425 0.33 13.03 W23 6.1 1.361 400 0.28 4.319 1.425 0.33 12.31

5.992 0.284.168 4250.3311.67 5.757 1.4494000.283.8881.4250.3310.53 V26 5.523 1.494 4000.1653.4940.910.337.17 W27 5.305 1.539 4000.1653.2310.910.336.35 V28 5.282 4000.1653.1570.910.336.13 5.375 1.6374000.1653.2030.90.336.27 W30 5.435 1.682 4000.1653.2180.910.336.31 5.34 1.7314000.1653.0740.90.335.88 W32 1.7874000.1652.8340.90.335.20 5.081 1.8434000.1652.7030.90.334.84 W34 5.344 1.963 4000.1652.846 0.90.335.23 W35 5.347 2.015 40010.1652.797 0.90.335.10 36 5.245 2.064 4000.1652.646 W37 5.149 2.109 4000.1652.505 0.9|0.334.33 5.077 2.154 4000.1652.3880.910.334.03 5.196 2.199 4000.1652.462 0.9|0.334.22 W40 5.454 2.244 4000.1652.675 0.9|0.334.77 W41 5.699 2.286 4000.1652.878 0.9|0.335.32 W41 5.699 2.286 3000.1582.871 0.9|0.335.30 W42 6.147 2.476 3000.1583.129 0.9|0.336.05 6.285 3000.1583.213 0.9|0.336.30 6.269 3000.1582.897 0.9|0.335.38 5.755 2.9483000.1582.2650.90.333.73

W24 5.992 1.404 400 0.28 4.168 1.425 0.33 11.67 W25 5.757 1.449 400 0.28 3.888 1.425 0.33 10.53 W26 5.523 1.494 400 0.165 3.494 0.9 0.33 7.17 W27 5.305 1.539 400 0.165 3.231 0.9 0.33 6.35 W28 5.282 1.59 400 0.165 3.157 0.9 0.33 6.13 W29 5.375 1.637 400 0.165 3.203 0.9 0.33 6.27 W30 5.435 1.682 400 0.165 3.218 0.9 0.33 6.31 W31 5.34 1.731 400 0.165 3.074 0.9 0.33 5.88 W32 5.156 1.787 400 0.165 2.834 0.9 0.33 5.20 W33 5.081 1.843 400 0.165 2.703 0.9 0.33 4.84 W34 5.344 1.963 400 0.165 2.846 0.9 0.33 5.23 W35 5.347 2.015 400 0.165 2.797 0.9 0.33 5.10 W36 5.245 2.064 400 0.165 2.646 0.9 0.33 4.69 W37 5.149 2.109 400 0.165 2.505 0.9 0.33 4.33 W38 5.077 2.154 400 0.165 2.388 0.9 0.33 4.03 W39 5.196 2.199 400 0.165 2.462 0.9 0.33 4.22 W40 5.454 2.244 400 0.165 2.675 0.9 0.33 4.77 W41 5.699 2.286 400 0.165 2.878 0.9 0.33 5.32 W41 5.699 2.286 300 0.158 2.871 0.9 0.33 5.30 W42 6.147 2.476 300 0.158 3.129 0.9 0.33 6.05 W43 6.285 2.53 300 0.158 3.213 0.9 0.33 6.30 W44 6.269 2.83 300 0.158 2.897 0.9 0.33 5.38 W45 5.755 2.948 300 0.158 2.265 0.9 0.33 3.73

W46 5.538 3.023 3000.1581.9730.910.333.06 W47 5.321 3.098 3000.1581.6810.910.332.45 5.075 3.188 3000.1581.3450.910.331.81 5.005 3.278 3000.1581.1850.910.331.53 W50 5.099 3.377 3000.1581.18 0.90.33|1.52 12048.74 支管沟槽土方量另计,F列中的07值表示为路面结构层厚度。不同的是

W46 5.538 3.023 300 0.158 1.973 0.9 0.33 3.06 W47 5.321 3.098 300 0.158 1.681 0.9 0.33 2.45 W48 5.075 3.188 300 0.158 1.345 0.9 0.33 1.81 W49 5.005 3.278 300 0.158 1.185 0.9 0.33 1.53 W3520 5.029196 3.307971 300 0.158 11..51383 0.9 00..353 12.525 合计 12048.74 支管沟槽土方量另计，F列中的0.7值表示为路面结构层厚度。不同的路面结构需进行调整

平均断面积管长 16.50 23.6 389.30 16.06 481.70 16.09 482.58 437.87 16.10 483.02 15.47 463.96 435.93 449.32 449.35 12.98 364.09 375.53 11.94 358.08 307.67 11.15 312.29 11.37 284.25 355.23 371.99 285.99 13.47 350.15 91.45

管道沟槽开挖土方计算 平均断面积 管长 挖土方 16.50 23.6 389.30 16.06 30 481.70 16.09 30 482.58 16.22 27 437.87 16.10 30 483.02 15.47 30 463.96 14.53 30 435.93 13.62 33 449.32 13.10 34.3 449.35 12.98 0 0.00 12.87 28.3 364.09 12.52 30 375.53 11.94 30 358.08 11.40 27 307.67 11.15 28 312.29 11.37 25 284.25 11.84 30 355.23 12.40 30 371.99 13.30 21.5 285.99 13.47 26 350.15 12.67 23 291.45 11.99 29 347.75

11.99 347.75 11.10 321.92 8.85 265.53 6.76 202.89 212.21 6.20 192.18 188.73 201.27 205.09 5.02 37.6 188.84 179.80 4.90 159.59 125.34 123.71 134.77 5.05 142.30 0.00 5.68 170.26 6.17 5.84 36.5 213.07 39.4

11.99 29 347.75 11.10 29 321.92 8.85 30 265.53 6.76 30 202.89 6.24 34 212.21 6.20 31 192.18 6.29 30 188.73 6.10 33 201.27 5.54 37 205.09 5.02 37.6 188.84 5.04 0 0.00 5.17 34.8 179.80 4.90 32.6 159.59 4.51 30 135.26 4.18 30 125.34 4.12 30 123.71 4.49 30 134.77 5.05 28.2 142.30 5.31 0 0.00 5.68 30 170.26 6.17 18 111.11 5.84 36.5 213.07 4.55 39.4 179.43 3.40 25 84.90

2.75 68.82 2.13 63.79 1.67 50.06 2.04 0 各面结构需进行调整

3.40 25 84.90 2.75 25 68.82 2.13 30 63.79 1.67 30 50.06 1.53 33 50.35 2.04 0 0.00 12048.74 支管沟槽土方量另计，F列中的0.7值表示为路面结构层厚度。不同的路面结构需进行调整