政道路路基土方计算断面图示例

1、市政道路路基土方计算断面图示例纬十九路路基工程断面图申报单位：市政总公司纬十九路一标项目部绘图软件：易算土方易算土方处理系统56.297填=0.000g=151.387设计高=1341.318地面高=1344.333填挖高=-3.015左坡脚:-27.111/1341.898右坡脚:29.276/1343.342140填=92.374挖=1.213设计高=1343.055地面高=1340.713填挖高=2.342左坡脚:-34.257/1339.390右坡脚:29.534/1342.40380填=0.000挖=103.740设计高=1341.810地面高=1344.785填挖高=-2.975左

2、坡脚:-26.201/1341.784右坡脚：27.185/1342.440160填=120.971挖=0.963设计高=1343.470地面高=1339.424填挖高=4.046左坡脚:-34.554/1339.607右坡脚:31.263/1341.459100填=0.326挖=81.197设计高=1342.225地面高=1343.783填挖高=-1.558左坡脚:-28.864/1341.822右坡脚:27.249/1342.897180填=125.829挖=1.000设计高=1343.885地面高=1340.990填挖高=2.895左坡脚:-35.743/1339.229右坡脚:32.1

3、29/1341.305120填=67.125挖=0.485设计高=1342.640地面高=1341.480填挖高=1.160左坡脚:-32.607/1339.742右坡脚:30.364/1341.233200填=147.543挖=1.000设计高=1344.299地面高=1342.224填挖高=2.075左坡脚:-39.045/1337.776右坡脚:31.114/1342.397第3/22页220填=149.933挖=0.954设计高=1344.714地面高=1343.411填挖高=1.303左坡脚:-39.734/1337.732右坡脚:31.357/1342.631300填=235.34

4、1挖=1.000设计高=1346.374地面高=1341.210填挖高=5.164左坡脚:-34.702/1342.413右坡脚:35.945/1341.584240填=216.861挖=0.902设计高=1345.129地面高=1339.533填挖高=5.596左坡脚:-39.443/1338.341右坡脚:31.897/1342.656320填=190.172挖=1.099设计高=1346.789地面高=1342.385填挖高=4.404左坡脚:-33.953/1343.459右坡脚:34.288/1343.104260填=256.313挖=0.979设计高=1345.544地面高=133

5、8.744填挖高=6.800左坡脚:-36.993/1340.056右坡脚:31.708/1343.236340填=155.249挖=1.000设计高=1347.204地面高=1343.758填挖高=3.446左坡脚:-32.666/1344.267右坡脚：34.592/1343.316280填=229.033挖=1.413设计高=1345.959地面高=1339.980填挖高=5.979左坡脚:-35.077/1341.748右坡脚:32.228/1343.786360填=134.548挖=0.500设计高=1347.619地面高=1344.799填挖高=2.820左坡脚:-32.276/1

6、344.942右坡脚:34.696/1343.662易算土方处理系统市政道路、纬十九路断面图第4/22页易算土方处理系统380填=101.421挖=0.925设计高=1348.034地面高=1345.591填挖高=2.443左坡脚:-30.734/1346.385右坡脚：34.537/1344.146460填=29.664挖=1.823设计高=1349.689地面高=1348.147填挖高=1.542左坡脚:-29.034/1349.173右坡脚：30.529/1348.181400填=56.295挖=0.899设计高=1348.449地面高=1347.124填挖高=1.325左坡脚:-30.

7、452/1346.984右坡脚:32.736/1345.435480填=30.686挖=1.307设计高=1350.002地面高=1348.601填挖高=1.401左坡脚:-29.432/1349.284右坡脚:30.695/1348.372420填=7.421挖=8.436设计高=1348.864地面高=1347.657填挖高=1.207左坡脚:-28.630/1348.617右坡脚:29.088/1348.312500填=14.630挖=16.718设计高=1350.181地面高=1349.458填挖高=0.723左坡脚:-26.825/1350.571右坡脚:30.929/1348.37

8、1440填=51.535挖=0.990设计高=1349.279地面高=1347.652填挖高=1.627左坡脚:-30.532/1347.771右坡脚：31.148/1347.345520填=0.896挖=59.690设计高=1350.227地面高=1350.891填挖高=-0.664左坡脚:-27.455/1351.037右坡脚:29.433/1349.400第5/22页市政道路、纬十九路断面图易算土方处理系统540填=0.000挖=116.155设计高=1350,143地面高=1351.824填挖高=-1.681左坡620填=43.332挖=2.059设计高=1349.650地面高=134

9、8.124填挖高=1.526左坡脚:-27.382/1350.905右坡脚：28,576/1351.700脚:-32,070/1347.105右坡脚：29,029/1349.316560填=0.000挖=89,996设计高=1350,020地面高=1351.104填挖高=-1,084左坡640填=58.628挖=1.041设计高=1349,527地面高=1347.790填挖高=1.737左坡脚:-26,764/1350.369右坡脚：28,491/1351.520脚:-31,999/1347.030右坡脚：30,131/1348.356580填=12.841挖=26.589设计高=1349.8

10、97地面高=1349.508填挖高=0.389左坡660填=22.602挖=0.510设计高=1349.404地面高=1348.302填挖高=1.102左坡脚:-31,070/1348.023右坡脚：27,385/1350.660脚:-30,053/1348.209右坡脚：29,553/1348.542600填=25.141挖=7.293设计高=1349,773地面高=1348,716填挖高=1.057左坡680填=20.235挖=3.109设计高=1349,281地面高=1348,484填挖高=0.797左坡脚:-31,385/1347.689右坡脚：26,111/1349.688脚:-30

11、,721/1347.640右坡脚：29,916/1348.177第6/22页易算土方处理系统市政道路、纬十九路断面图700填=21.902挖=5.741设计高=1349.158地面高=1348.141填挖高=1.017左坡脚:-30.423/1347.716右坡脚：30.012/1347.990780填=24.373挖=1.680设计高=1348.665地面高=1347.724填挖高=0.941左坡脚:-28.658/1348.616右坡脚:30.627/1347.083720填=22.321挖=0.941设计高=1349.035地面高=1347.950填挖高=1.085左坡脚:-29.609

12、/1348.135右坡脚:30.008/1347.832800填=43.405挖=1.900设计高=1348.542地面高=1346.843填挖高=1.699左坡脚:-29.690/1348.980右坡脚:30.839/1346.823740填=32.758挖=8.545设计高=1348.911地面高=1347.336填挖高=1.575左坡脚:-31.010/1347.078右坡脚:29.111/1348.344814.473填=71.497挖=1.276设计高=1348.453地面高=1346.699填挖高=1.754左坡脚:-31.590/1346.633右坡脚:31.487/1346.2

13、91760填=25.742挖=2.311设计高=1348.788地面高=1347.481填挖高=1.307左坡脚:-29.634/1347.872右坡脚：30.315/1347.429894.485填=2.634才g=49.288设计高=1347.960地面高=1347.971填挖高=-0.011左坡脚:-27.914/1349.076右坡脚:29.607/1347.052第7/22页市政道路、纬十九路_断面图900填=0.000挖=40.640设计高=1347.926地面高=1348.053填挖高=-0.127左坡脚:-26.736/1348.257右坡脚:26.090/1347.82698

14、0填=23.229挖=51.418设计高=1348.820地面高=1348.882填挖高=-0.062左坡脚:-29.133/1350.749右坡脚:32.209/1346.159920填=0.000挖=56.241设计高=1347.857地面高=1348.277填挖高=-0.420左坡脚:-27.447/1348.661右坡脚：26.132/1347.7851000填=18.762挖=74.751设计高=1349.390地面高=1350.491填挖高=-1.101左坡脚:-27.975/1350.546右坡脚:31.869/1346.968940填=1.059挖=83.597设计高=1347

15、.980地面高=1348.911填挖高=-0.931左坡脚:-28.911/1349.761右坡脚：29.136/1347.3961020填=12.344挖=53.324设计高=1349.960地面高=1350.806填挖高=-0.846左坡脚:-31.227/1347.917右坡脚:30.629/1348.349960填=6.164挖=84.173设计高=1348.304地面高=1348.653填挖高=-0.349左坡脚:-32.538/1352.169右坡脚：30.124/1347.0611040填=5.615挖=32.822设计高=1350.530地面高=1350.631填挖高=-0.1

16、01左坡脚:-30.107/1349.299右坡脚:29.419/1350.160第8/22页市政道路、纬十九路_断面图易算土方处理系统1060填=3.602挖=23.644设计高=1351.100地面高=1350.478填挖高=0.622左坡1140填=23.207挖=6.298设计高=1353.380地面高=1351.466填挖高=1.914左坡脚:-29.340/1350.347右坡脚：26.520/1351.287脚:-29.011/1353.148右坡脚：26.813/1353.7621080填=20.867挖=10.088设计高=1351.670地面高=1350.717填挖高=0.

17、953左坡1160填=14.813挖=10.368设计高=1353.950地面高=1352.742填挖高=1.208左坡脚:-30.112/1350.432右坡脚：26.887/1352.101脚:-26.120/1353.870右坡脚：26.059/1353.8291100填=29.703挖=6.798设计高=1352.240地面高=1350.310填挖高=1.930左坡脚:-29.878/1351.345右坡脚：26.410/1352.3531180填=17.120挖=27.840设计高=1354.520地面高=1353.440填挖高=1.080左坡脚:-28.743/1356.189右坡

18、脚:29.082/1353.9721120填=30.820挖=11.098设计高=1352.810地面高=1350.661填挖高=2.149左坡脚:-29.637/1352.154右坡脚:27.586/1353.7071200填=2.835挖=34.601设计高=1355.090地面高=1354.925填挖高=0.165左坡脚:-28.150/1356.363右坡脚:29.000/1355.037第9/22页市政道路、纬十九路断面图易算土方处理系统1220填=2.949挖=21.767设计高=1355.660地面高=1355.063填挖高=0.597左坡脚:-27.356/1356.404右坡

19、脚:26.560/1355.8731300填=29.994挖=1.146设计高=1357.940地面高=1357.013填挖高=0.927左坡脚:-29.781/1357.009右坡脚:32.076/1355.3961240填=20.601挖=6.323设计高=1356.230地面高=1354.609填挖高=1.621左坡脚:-26.442/1356.365右坡脚:30.030/1356.5781320填=57.931挖=0.979设计高=1358.510地面高=1356.596填挖高=1.914左坡脚:-30.310/1357.135右坡脚:32.796/1355.4861260填=31.4

20、40挖=10.834设计高=1356.800地面高=1354.831填挖高=1.969左坡脚:-28.771/1358.487右坡脚：29.688/1356.1131340填=110.774挖=1.000设计高=1359.080地面高=1356.525填挖高=2.555左坡脚:-35.093/1354.858右坡脚:36.257/1354.0821280填=26.733挖=7.475设计高=1357.370地面高=1355.543填挖高=1.827左坡脚:-29.304/1356.633右坡脚:29.548/1356.7421360填=176.212挖=1.000设计高=1359.650地面高

21、=1356.301填挖高=3.349左坡脚:-36.725/1354.340右坡脚:36.527/1354.472第10/22页易算土方处理系统1380填=189.075挖=0.500设计高=1360,220地面高=1357.332填挖高=2.888左坡脚:-38.872/1353.812右坡脚:34.388/1356.4681460填=311.659挖=1.000设计高=1362,409地面高=1357,145填挖高=5.264左坡脚:-35,221/1358.102右坡脚:40.297/1355.0511400填=217.615挖=0.865设计高=1360,790地面高=1358.289

22、填挖高=2.501左坡脚:-35,243/1356.468右坡脚:34.897/1356.6281480填=354.846挖=0.500设计高=1362,885地面高=1356,763填挖高=6.122左坡脚:-36,720/1357.578右坡脚:40.745/1355.2281420填=480.867挖=1.000设计高=1361.358地面高=1357.191填挖高=4.167左坡脚:-51,940/1346.905右坡脚：35,723/1356.7161500填=352.805挖=1.000设计高=1363.327地面高=1356.165填挖高=7.162左坡脚:-36,816/135

23、7.956右坡脚：40,879/1355.5811440填=276.435挖=1.000设计高=1361,900地面高=1357.172填挖高=4.728左坡脚:-35,629/1357.321右坡脚:36.322/1356.8591520.372填=321.557挖=1.159设计高=1363,743地面高=1357,069填挖高=6.674左坡脚:-31,162/1361.922右坡脚:40.806/1356.046第11/22页1596.492填=276.795挖=1.316设计高=1365.029地面高=1359.330填挖高=5.699左坡脚:-34.050/1361.924右坡脚：

24、38.523/1358.8541680填=71.961挖=10.964设计高=1366.342地面高=1364.149填挖高=2.193左坡脚:-28.087/1367.573右坡脚:33.842/1362.9541620填=243.804挖=0.500设计高=1365.399地面高=1360.409填挖高=4.990左坡脚:-30.658/1363.800右坡脚:39.325/1358.6891700填=38.405挖=37.989设计高=1366.656地面高=1365.234填挖高=1.422左坡脚:-30.309/1369.369右坡脚：32.351/1363.9251640填=178

25、.802挖=1.000设计高=1365.713地面高=1361.487填挖高=4.226左坡脚:-29.858/1364.648右坡脚：36.791/1360.3591720填=15.871挖=53.349设计高=1366.971地面高=1367.770填挖高=-0.799左坡脚:-27.542/1367.839右坡脚:33.513/1363.8021660填=113.507挖=1.394设计高=1366.027地面高=1362.908填挖高=3.119左坡脚:-29.167/1365.915右坡脚:35.268/1361.6891740填=3.950挖=37.853设计高=1367.285地

26、面高=1367.541填挖高=-0.256左坡脚:-26.396/1367.389右坡脚:30.137/1365.985第12/22页市政道路、纬十九路_断面图1760填=8.314挖=24.463设计高=1367.600地面高=1367.228填挖高=0.372左坡脚:-26.850/1368.006右坡脚：30.519/1366.0561880填=0.000挖=166.432设计高=1369.486地面高=1372.461填挖高=-2.975左坡脚:-28.539/1371.019右坡脚:29.880/1371.9131780填=0.000挖=76.207设计高=1367.914地面高=1

27、368.081填挖高=-0.167左坡脚:-27.321/1368.635右坡脚:27.600/1368.8201900填=0.000挖=284.985设计高=1369.800地面高=1373.939填挖高=-4.139左坡脚:-34.907/1375.245右坡脚:32.777/1373.8251799.019填=0.000挖=85.531设计高=1368.213地面高=1369.495填挖高=-1.282左坡脚:-26.368/1368.298右坡脚：27.683/1369.1751920填=0.000挖=242.594设计高=1370.115地面高=1373.539填挖高=-3.424左

28、坡脚:-28.142/1371.383右坡脚:34.621/1375.3691877.273填=0.254挖=145.946设计高=1369.443地面高=1372.180填挖高=-2.737左坡脚:-28.957/1368.908右坡脚：31.114/1372.3591940填=0.000挖=357.265设计高=1370.429地面高=1375.604填挖高=-5.175左坡脚:-36.739/1376.762右坡脚:33.608/1375.008第13/22页易算土方处理系统1960填=0.000挖=366.047设计高=1370,744地面高=1376.038填挖高=-5.294左坡2

29、040填=0.000挖=282,497设计高=1372,001地面高=1374,509填挖高=-2,508左坡脚:-33,205/1376.311右坡脚:36.036/1377.8651980填=0.000挖=413.845设计高=1371,058地面高=1375.819填挖高=-4,761左坡脚:-38,401/1378.499右坡脚：36,430/1377.1852060填=0.000挖=252,745设计高=1372,316地面高=1376,295填挖高=-3,979左坡脚:-29,938/1374.781右坡脚:28.702/1373.9572000填=0.000挖=328,884设计

30、高=1371,372地面高=1374.749填挖高=-3,377左坡脚:-34,730/1376.699右坡脚:37.019/1377.8922080填=0.000挖=115.920设计高=1372.630地面高=1373.869填挖高=-1,239左坡脚:-31,663/1375.912右坡脚:26.074/1372.5202020填=0.000挖=215,184设计高=1371,687地面高=1374.031填挖高=-2,344左坡脚:-29,256/1373.697右坡脚:34.597/1376.9252100填=5.022挖=31,634设计高=1372,945地面高=1372,248

31、填挖高=0.697左坡脚:-29,980/1375.438右坡脚:29.807/1371.868第14/22页易算土方处理系统市政道路、纬十九路断面图2120填=8.859挖=52.729设计高=1373.259地面高=1372.794填挖高=0.465左坡脚:-28.941/1375.060右坡脚:30.418/1371.8202200填=100.296挖=0.838设计高=1374.517地面高=1372.420填挖高=2.097左坡脚:-31.307/1372.485右坡脚:34.903/1370.3332140填=11.707挖=84.883设计高=1373.573地面高=1374.8

32、25填挖高=-1.252左坡脚:-32.261/1370.795右坡脚:29.479/1372.4792220填=96.054挖=0.787设计高=1374.831地面高=1373.086填挖高=1.745左坡脚:-32.654/1371.865右坡脚:34.781/1370.7692160填=34.822挖=48.735设计高=1373.888地面高=1374.840填挖高=-0.952左坡脚:-30.203/1372.324右坡脚：35.027/1369.7102240填=59.026挖=1.041设计高=1375.094地面高=1374.201填挖高=0.893左坡脚:-31.255/1

33、373.356右坡脚:33.028/1371.8612180填=70.384挖=1.477设计高=1374.202地面高=1372.825填挖高=1.377左坡2260填=6.433挖=26.279设计高=1375.164地面高=1375.561填挖高=-0.397左坡脚:-30.791/1372.806右坡脚：35.334/1369.793脚:-26.305/1375.208右坡脚：31.121/1373.151第15/22页易算土方处理系统市政道路、纬十九路断面图2280填=82.905挖=1.321设计高=1375.035地面高=1372.178填挖高=2.857左坡脚:-32.633/

34、1372.120右坡脚：28.713/1374.8522360填=202.015挖=1.000设计高=1373.322地面高=1368.968填挖高=4.354左坡脚:-33.702/1370.027右坡脚:36.081/1368.4412300填=26.344挖=17.927设计高=1374.706地面高=1373.283填挖高=1.423左坡脚:-30.946/1372.915右坡脚:26.269/1374.7252380填=161.672挖=1.083设计高=1372.859地面高=1369.776填挖高=3.083左坡脚:-31.819/1370.597右坡脚:35.417/1368.

35、4212320填=126.437挖=20.121设计高=1374.246地面高=1370.968填挖高=3.278左坡脚:-36.922/1368.805右坡脚:27.897/1375.3512400填=58.152挖=1.144设计高=1372.397地面高=1371.042填挖高=1.355左坡脚:-29.316/1371.798右坡脚:32.266/1369.7262340填=127.191挖=1.000设计高=1373.784地面高=1372.490填挖高=1.294左坡脚:-36.419/1368.678右坡脚：35.709/1369.1512420填=72.209挖=6.500设计

36、高=1371.935地面高=1371.467填挖高=0.468左坡脚:-32.213/1369.302右坡脚:33.949/1368.441第16/22页市政道路、纬十九路断面图易算土方处理系统2440填=95.737挖=1.295设计高=1371.472地面高=1370.069填挖高=1.403左坡脚:-31.594/1369.454右坡脚：32.793/1368.6402520填=58.871挖=21.449设计高=1369.623地面高=1367.543填挖高=2.080左坡脚:-28.604/1371.199右坡脚:31.842/1367.4222460填=48.930挖=4.402设

37、计高=1371.010地面高=1370.720填挖高=0.290左坡脚:-30.928/1369.231右坡脚：32.107/1369.1932540填=72.024挖=1.198设计高=1369.161地面高=1366.649填挖高=2.512左坡脚:-29.185/1368.544右坡脚:31.328/1367.3802480填=49.170挖=13.020设计高=1370.548地面高=1370.663填挖高=-0.115左坡脚:-29.843/1369.638右坡脚:32.294/1367.9732560填=64.351挖=1.552设计高=1368.698地面高=1366.012填挖

38、高=2.686左坡脚:-29.135/1368.569右坡脚:30.665/1367.3762500填=51.734挖=32.634设计高=1370.085地面高=1369.011填挖高=1.074左坡脚:-27.299/1370.791右坡脚:32.260/1367.4892580填=35.158挖=1.508设计高=1368.236地面高=1366.212填挖高=2.024左坡脚:-29.179/1367.890右坡脚:29.420/1367.781第17/22页易算土方处理系统市政道路、纬十九路断面图2588.718填=15.022挖=7.301设计高=1368.034地面高=1366.

39、810填挖高=1.224左坡脚:-26.300/1368.074右坡脚：29.951/1366.9102720填=13.605挖=11.141设计高=1366.268地面高=1365.392填挖高=0.876左坡脚:-26.378/1366.360右坡脚:30.523/1364.7412676.839填=1.107挖=42.760设计高=1366.657地面高=1366.529填挖高=0.128左坡脚:-27.616/1367.574右坡脚:28.983/1366.1692740填=9.573挖=37.213设计高=1366.087地面高=1365.652填挖高=0.435左坡脚:-28.33

40、2/1367.482右坡脚:30.499/1364.5952680填=4.113挖=32.104设计高=1366.629地面高=1366.692填挖高=-0.063左坡脚:-26.024/1366.485右坡脚:29.893/1365.5402760填=1.850挖=84.082设计高=1365.907地面高=1366.686填挖高=-0.779左坡脚:-29.689/1368.206右坡脚:29.750/1364.8632700填=8.632挖=24.284设计高=1366.448地面高=1366.079填挖高=0.369左坡脚:-26.256/1366.459右坡脚:30.409/1364

41、.9952780填=0.000挖=124.436设计高=1365.726地面高=1367.063填挖高=-1.337左坡脚:-31.638/1368.992右坡脚:26.502/1365.901第18/22页2800填=0.000挖=173.174设计高=1365,546地面高=1367.594填挖高=-2.048左坡脚:-31.639/1368.812右坡脚:27.247/1366.2172880填=0.000挖=183,192设计高=1364,824地面高=1367,395填挖高=-2,571左坡脚:-31,243/1367.826右坡脚:29.133/1366.7532820填=0.00

42、0挖=177.676设计高=1365,365地面高=1367.754填挖高=-2,389左坡脚:-32,055/1368.909右坡脚:27.624/1366.2882900填=0.000挖=125,244设计高=1364,644地面高=1366,141填挖高=-1,497左坡脚:-29,274/1366.666右坡脚:28.852/1366.3852840填=0.000挖=185.670设计高=1365.185地面高=1367.622填挖高=-2,437左坡脚:-31,733/1368.514右坡脚:28.363/1366.6002920填=0.000挖=136.082设计高=1364.46

43、3地面高=1365.607填挖高=-1,144左坡脚:-29,982/1366.958右坡脚:28.862/1366.2112860填=0.000挖=177,529设计高=1365,005地面高=1367,300填挖高=-2,295左坡脚:-33,704/1369.647右坡脚：28,821/1366.7252940填=0.000挖=125,943设计高=1364,283地面高=1364,567填挖高=-0,284左坡脚:-32,909/1368.395右坡脚:27.585/1365.179第19/22页易算土方处理系统市政道路、纬十九路断面图2960填=0.000挖=136.436设计高=1

44、364,102地面高=1364.632填挖高=-0.530左坡脚:-33.970/1368.922右坡脚:27.335/1364.8323040填=0.000挖=229,655设计高=1363,198地面高=1366,047填挖高=-2,849左坡脚:-34,219/1368.184右坡脚:28.102/1364.4392980填=0.000挖=115.260设计高=1363,922地面高=1364.683填挖高=-0,761左坡脚:-31,905/1367.365右坡脚:26.676/1364.2123060填=0.000挖=295,988设计高=1362,776地面高=1366,506填挖

45、高=-3,730左坡脚:-37,378/1369.535右坡脚:28.878/1364.5353000填=0.000挖=157.440设计高=1363.741地面高=1365.077填挖高=-1,336左坡脚:-33,781/1368.435右坡脚：26,741/1364.0753080填=0.000挖=335.456设计高=1362.255地面高=1366.616填挖高=-4,361左坡脚:-38,153/1369.530右坡脚:29.471/1364.4093020填=0.000挖=183,135设计高=1363,519地面高=1365,508填挖高=-1,989左坡脚:-32,821/1367.573右坡脚:27.040/1364.0533100填=0.000挖=453,312设计高=1361,634地面高=1366,249填挖高=-4,615左坡脚:-44,392/1372.735右坡脚:31.125/1364.557第20/22页3120填=0.0