《市政管网计算表格及检查井计算表格.pdf》由会员分享，可在线阅读，更多相关《市政管网计算表格及检查井计算表格.pdf（8页珍藏版）》请在三一文库上搜索。
1、桩号 路面设计 高程 原地面高程路床高程挖方高差填方高差 设计标高 减原地面 填方量挖方面积 K0+08082.81683.67482.1561.518-0.858 K0+10082.79683.84182.1361.705-1.045 K0+12083.34983.1682.6890.4710.189 K0+13482.7684.13882.12.038-1.378 K0+14082.75484.19182.0942.097-1.437 K0+16082.73384.04782.0731.974-1.314 K0+17482.71883.75382.0581.695-1.035 K0+180
2、82.71283.61282.0521.56-0.9 K0+20082.69183.14382.0311.112-0.452 K0+22082.6782.67382.010.663-0.003 K0+24082.64982.59181.9890.6020.058 K0+26082.62882.58181.9680.6130.047 K0+28082.60782.5781.9470.6230.037 K0+30082.58782.5681.9270.6330.027 K0+32082.56682.54481.9060.6380.022 K0+33582.5582.55881.890.668-0.
3、008 K0+36082.57382.56381.9130.650.01 K0+38082.59282.56881.9320.6360.024 K0+40082.61182.57281.9510.6210.039 K0+42082.62982.57781.9690.6080.052 K0+44082.64882.58181.9880.5930.067 K0+46082.66782.58682.0070.5790.081 K0+48082.68682.58882.0260.5620.098 K0+50082.70482.58382.0440.5390.121 K0+52082.72382.577
4、82.0630.5140.146 K0+54082.74282.57282.0820.490.17 K0+56082.7682.56782.10.4670.193 K0+58082.77982.55382.1190.4340.226 K0+60082.79882.53682.1380.3980.262 K0+60282.882.53482.140.3940.266 K0+62082.78282.51982.1220.3970.263 K0+64082.76282.50282.1020.40.26 K0+66082.74282.48582.0820.4030.257 K0+68082.72282
5、.46982.0620.4070.253 K0+70082.70282.45282.0420.410.25 K0+72082.68282.43582.0220.4130.247 K0+74082.66282.41882.0020.4160.244 K0+76082.64282.40181.9820.4190.241 K0+78082.62282.38581.9620.4230.237 K0+80082.60282.36881.9420.4260.234 K0+82082.58282.35181.9220.4290.231 K0+84082.56282.33681.9020.4340.226 K
6、0+84682.55582.33481.8950.4390.221 K0+86082.54282.32981.8820.4470.213 道路土方 第 1 页，共 8 页 K0+88082.52282.32181.8620.4590.201 K0+88682.51582.31981.8550.4640.196 K0+90082.50282.31481.8420.4720.188 K0+92082.48282.32281.8220.50.16 K0+94082.46282.33781.8020.5350.125 K0+96082.44282.35281.7820.570.09 K0+96682.
7、43582.35781.7750.5820.078 K0+98082.42282.36781.7620.6050.055 K1+00282.482.38481.740.6440.016 K0+02082.41882.39781.7580.6390.021 K1+04082.43882.41281.7780.6340.026 K1+06082.45882.42881.7980.630.03 K1+08082.47882.44381.8180.6250.035 K1+10082.49882.46281.8380.6240.036 K1+11782.51682.47181.8560.6150.045
8、 K1+14082.53882.45581.8780.5770.083 K1+15782.55682.44281.8960.5460.114 K1+18082.57882.42681.9180.5080.152 K1+20082.59882.41281.9380.4740.186 K1+22082.61882.39781.9580.4390.221 K1+24082.63882.38481.9780.4060.254 K1+26082.65882.3781.9980.3720.288 K1+28082.67882.35782.0180.3390.321 K1+30082.69882.34382
9、.0380.3050.355 K1+32082.71882.32982.0580.2710.389 K1+34082.73882.31682.0780.2380.422 K1+36082.75882.30282.0980.2040.456 K1+38082.77882.28982.1180.1710.489 K1+40282.882.27382.140.1330.527 K1+42082.78282.27182.1220.1490.511 K1+44082.7682.27282.10.1720.488 K1+46082.73982.27382.0790.1940.466 K1+48082.71
10、882.2782.0580.2120.448 K1+50082.69782.26582.0370.2280.432 K1+52082.67682.24982.0160.2330.427 K1+54082.65582.23481.9950.2390.421 K1+56082.63482.21881.9740.2440.416 K1+58082.61382.20381.9530.250.41 K1+69882.59482.18981.9340.2550.405 K1+62082.57182.17281.9110.2610.399 K1+63882.55282.15881.8920.2660.394
11、 K1+66082.52982.14181.8690.2720.388 K1+68082.50882.13881.8480.290.37 K1+70082.48782.1581.8270.3230.337 K1+72082.46682.15781.8060.3510.309 K1+74082.44582.1581.7850.3650.295 K1+76082.42482.14381.7640.3790.281 第 2 页，共 8 页 K1+78282.482.14181.740.4010.259 K1+80082.38482.14981.7240.4250.235 K1+82082.36582
12、.15881.7050.4530.207 K1+84082.34682.16881.6860.4820.178 K1+86082.32882.17781.6680.5090.151 K1+88082.30982.18681.6490.5370.123 K1+90082.2982.18581.630.5550.105 K1+92082.27182.18481.6110.5730.087 K1+94082.25282.18481.5920.5920.068 K1+96082.23482.19181.5740.6170.043 K1+98082.21582.19981.5550.6440.016 K
13、2+00082.19682.20681.5360.67-0.01 K2+02082.17782.21481.5170.697-0.037 K2+04082.15982.22281.4990.723-0.063 K2+06082.1482.22981.480.749-0.089 K2+08082.12182.23781.4610.776-0.116 K2+10082.10282.24481.4420.802-0.142 K2+10282.182.24581.440.805-0.145 K2+12082.08382.25281.4230.829-0.169 K2+14082.06382.2681.
14、4030.857-0.197 K2+15182.05182.25581.3910.864-0.204 K2+16082.04382.25181.3830.868-0.208 K2+18182.02182.23681.3610.875-0.215 K2+20082.00382.22481.3430.881-0.221 K2+21881.98582.21281.3250.887-0.227 K2+24081.96382.19781.3030.894-0.234 K2+25881.94582.18581.2850.9-0.24 K2+28081.92382.17181.2630.908-0.248
15、K2+30081.90382.15781.2430.914-0.254 K2+32081.88382.14481.2230.921-0.261 K2+34081.86382.13181.2030.928-0.268 K2+36081.84382.11781.1830.934-0.274 K2+38081.82382.10481.1630.941-0.281 K2+40081.80382.09181.1430.948-0.288 K2+40281.882.08981.140.949-0.289 K2+40281.82882.07781.1680.909-0.249 K2+42081.8682.0
16、6481.20.864-0.204 K2+44081.89282.05181.2320.819-0.159 K2+46081.92582.03781.2650.772-0.112 K2+48081.94582.02781.2850.742-0.082 K2+49281.95782.02281.2970.725-0.065 K2+50081.98981.9881.3290.6510.009 K2+52082.02181.92981.3610.5680.092 K2+54082.03381.91881.3730.5450.115 K2+54782.05381.89781.3930.5040.156
17、 K2+56082.08581.86281.4250.4370.223 K2+58082.09781.84981.4370.4120.248 第 3 页，共 8 页 K2+58782.11781.82481.4570.3670.293 K2+60082.1581.78581.490.2950.365 K2+62082.16681.76481.5060.2580.402 K2+63082.18281.74381.5220.2210.439 K2+63982.21481.69981.5540.1450.515 K2+66082.22581.68281.5650.1170.543 K2+66782.
18、24681.65381.5860.0670.593 K2+68082.27481.62981.6140.0150.645 K2+70082.32181.60581.661-0.0560.716 K2+71082.38981.5881.729-0.1490.809 K2+71382.41881.57181.758-0.1870.847 K2+72082.47781.55581.817-0.2620.922 K2+73082.58481.52981.924-0.3951.055 K2+73282.61881.52281.958-0.4361.096 K2+74082.71281.50382.052
19、-0.5491.209 K2+75482.92581.46582.265-0.81.46 K2+76083.01381.4582.353-0.9031.563 K2+78083.3281.39382.66-1.2671.927 合计79.441022.859 挖方量填方量 0.5158540449 00 15682.4 3772.26 0.14748 路基挖20CM 土方 设计标高与原地 面平均高差 挖方平均标高 填方平均标高 路基20CM6%石灰土 第 4 页，共 8 页 填方面积 第 5 页，共 8 页 第 6 页，共 8 页 第 7 页，共 8 页 78411.887 40448.82283 22840 11782.02883 21600 6606.374026 18861.3 第 8 页，共 8 页