道路土方开挖计算表111.xls

15.500 16.605 16.700 19.300 33.900 29.800 25.082 24.910 24.970 25.000 25.158 25.158 25.113 25.700 22.307 19.127 19.040 19.000 18.990 18.900 18.710 18.780
85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531
52.879 53.253 53.845 53.853 54.129 54.342 54.754 55.113 55.298 55.079 54.728 56.621 57.458 57.166 56.084 56.636 55.706 54.496 54.692 54.847 53.904 53.698
53.703 68.508 92.177 92.500 103.622 112.246 128.992 143.714 151.332 142.336 127.952 206.620 242.213 229.719 184.023 207.243 168.260 118.504 126.475 132.828 94.547 86.262
19.771 19.862 20.015 20.184 20.388 20.629 20.892 21.154 21.416 21.679 21.941 22.201 22.383 22.399 22.249 21.937 21.541 21.144 20.748 20.352 19.956 19.560
19.050 19.420 20.015 20.190 20.600 21.000 21.570 22.100 22.500 22.600 22.600 24.273 25.079 24.877 23.920 24.020 22.930 21.630 21.380 21.100 20.000 19.450
14.250 14.937 15.570 16.230 16.890 17.550 18.188 18.750 19.065 19.153 19.012 18.850 18.534 18.398 18.375 17.502 17.495 17.577 17.688 17.688 17.799 17.910
序号 A
路基土方量计算书
桩号 B
断面长度m
设计道路6%灰土 顶宽
C
D
设计道路 顶标高m
E
实测原地 面标高m
F
实测路床 开挖底标
高m
G
实测开挖 深度m
H
开挖路床 底宽m
I
开挖路床 顶宽m
J
断面面积 m2
K
断面平均 面积m2
L
土方工程量m3 M
可用土方工 程量m3
N
回填断面面 积m2
断面平均 面积m2
回填土方量m3
路基土方量计算书
序号 A
桩号 B
断面长度m
设计道路6%灰土 顶宽
C
D
设计道路 顶标高m
E
实测原地 面标高m
F
实测路床 开挖底标
高m
G
实测开挖 深度m
H
开挖路床 底宽m
I
开挖路床 顶宽m
J
断面面积 m2
K
断面平均 面积m2
L
土方工程量m3 M
可用土方工 程量m3
N
回填断面面 积m2
断面平均 面积m2
30.000 37 K1+410
30.000 38 K1+440
30.000 39 K1+470
30.000 40 K1+500
30.000 41 K1+530
30.000 42 K1+560
30.000 43 K1+590
30.000 44 K1+620
30.000
46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250
18.021 18.112 18.265 18.434 18.638 18.879 19.142 19.404 19.666 19.929 20.191 20.451 20.633 20.649 20.499 20.187 19.791 19.394 18.998 18.602 18.206 17.810
49.508 61.106 80.343 92.338 98.061 107.934 120.619 136.353 147.523 146.834 135.144 167.286 224.416 235.966 206.871 195.633 187.752 143.382 122.489 129.651 113.688 90.405 101.811
回填土方量m3
O
P
Q
42+0.75*1.5*2+0 .5*2+0.5*2
设计值
测量值
测量值
F-E
D+(EG)*1.5*2
I+H*0.67* 2
(I+J)*H/2
(K+K)/2
C*L
30.000 23 K0+990
30.000 24 K1+020
30.000 25 K1+050
30.000 26 K1+080
0.000 0.000 0.000 0.000 0.000 0.000 0.000 4090.584 4425.690 4405.029 4054.322 5018.578 6732.495 7078.976 6206.124 5868.986 5632.549 4301.460 3674.675 3889.535
0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000
85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531 85.531
30.000
6
K0+150
30.000
7
K0+180
30.000
8
K0+210
30.000
9
K0+240
30.000
10 K0+270
30.000
11 K0+300
30.000
12 K0+330
30.000
13 K0+360
30.000
14 K0+390
10.000
15 K0+400
16 K0+800 10.000
65.422 87.766 59.051 164.420 1069.873 731.417 386.884 342.664 327.470 324.026 341.827 351.522 367.818 411.777 212.857 85.457 81.167 74.641 68.189 63.402 47.473 45.312
76.594 73.408 111.735 617.146 900.645 559.151 364.774 335.067 325.748 332.927 346.675 359.670 389.798 312.317 149.157 83.312 77.904 71.415 65.795 55.437 46.392 49.508
O
P
Q
42+0.75*1.5*2+0 .5*2+0.5*2
设计值
测*2
I+H*0.67* 2
(I+J)*H/2
(K+K)/2
C*L
(D+I)*(EG)/2
1
K0+000
30.000
2
K0+030
30.000
3
K0+060
30.000
4
K0+090
30.000
5
K0+120
17 K0+810 30.000
18 K0+840 30.000
19 K0+870 30.000
20 K0+900 30.000
21 K0+930 30.000
22 K0+960 30.000
46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250 46.250
53.175 53.735 53.014 55.614 74.293 67.915 60.738 59.754 59.413 59.335 59.736 59.953 60.316 61.285 56.769 53.678 53.570 53.407 53.245 53.124 52.721 52.666
第 1 页，共 6 页
2297.819 2202.249 3352.053 18514.388 27019.346 16774.517 10943.217 10051.999 9772.437 9987.798 10400.235 10790.102 11693.927 3123.167
0.000 833.118 2337.120 2142.450 1973.865 1663.121 1391.770 1485.226
1.250 1.668 1.130 3.070 17.010 12.250 6.894 6.160 5.905 5.847 6.146 6.308 6.579 7.302 3.932 1.625 1.545 1.423 1.302 1.212 0.911 0.870
51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500
30.000 27 K1+110
30.000 28 K1+140
30.000 29 K1+170
30.000 30 K1+200
30.000 31 K1+230
30.000 32 K1+260
30.000 33 K1+290
30.000 34 K1+320
30.000 35 K1+350
30.000 36 K1+380
16.000 16.687 17.320 17.980 18.640 19.300 19.938 20.500 20.815 20.903 20.762 20.600 20.284 20.148 20.125 19.252 19.245 19.327 19.438 19.438 19.549 19.660
1485.226 1833.168 2410.277 2770.153 2941.831 3238.016 3618.560 4090.584 4425.690 4405.029 4054.322 5018.578 6732.495 7078.976 6206.124 5868.986 5632.549 4301.460 3674.675 3889.535 3410.627 2712.141 3054.326
1.029 1.308 1.750 1.756 1.962 2.121 2.428 2.696 2.834 2.671 2.409 3.822 4.446 4.228 3.421 3.833 3.139 2.236 2.382 2.498 1.794 1.640
51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500 51.500
2565.938 2565.938 2565.938 2565.938 2565.938 2565.938 2565.938 2565.938 2565.938 2565.938 2565.938 2565.938 2565.938 855.313
0.000 855.313 2565.938 2565.938 2565.938 2565.938 2565.938 2565.938