排水工程量计算表

15+421
Wc4 1650*1650 450.783 450.659 444.607 7.2015 6.4515 3.1515
15+450.2 Wc5
φ1500 451.412 451.288 445.682
6.925
6.5255 2.7055
15+480
Wc6 1650*1650 452.032 451.908 446.962 6.0955 5.3455 2.0455
16+320 Wc19 1650*1650 468.778 468.654 463.099 6.7045 5.9545 2.6545
16+380
支线井
15+480
Wc20 B=1300 469.993 469.869 464.779 6.2395 5.4895
Wc6-1
3.1895
15+480 Wc6-2 φ1500 452.032 451.908 447.028 5.599 5.1995 1.9795
15+840 Wc11-1
15+840 Wc11-2 φ1250 452.164 452.040 447.810 4.949 4.5495 1.5295
15+960 Wc14-1 φ1000 454.821 454.697 450.590
4.4265 1.8065
15+960 Wc14-2 φ1500 454.821 454.697 450.268 5.149 4.7485 1.5285
15+540
Wc7
φ1500 453.281 453.157 448.223 5.653
5.2535 2.0335
15+600
Wc8
B=1300 454.356 454.232 449.483 5.8985 5.1485 2.8485
15+750
Wc9
φ1500 452.967 452.843 448.873 5.1195 4.2895 1.2695
段长
29.8 0
38.5
29.6 30 60.1 60
30 60.1 55.4 25.1 40.2
42.4 60
50 60
管径
管基 厚
平均 挖深
基底 宽度
坡度
工作 面
管基砂石 量/ｍ
(管基砼量
管道占位 体积/ｍ
沟槽挖方 总量
0.5 0.1 #### 1.4 ####
0
0 #### 0 ####
0.8
1
1
1
1
0.4714 0.0000
0.2827 0.0000
196.56 0.00
0.8 0.8 0.8 1 1
1 1
1 1
2.5
0.4
22.3
1
2.5
0.4
21.3
1
21.3
1
2.5
0.4
22.3
0.8
2.5
0.4
22.3
0.8
5.7
0.4
22.3
1
3.69
0.4
22.3
1
3.34
0.4
22.3
15+780 Wc10 φ1250 452.621 452.497 448.483 4.733 4.3335 1.3135
15+840 Wc11 2200*2200 452.164 452.040 446.852 6.3375 5.5875 2.4875
15+895.1 Wc12 1650*1650 452.772 452.648 446.769 7.0285 6.2785 2.9785
桩号
井号
15+354.23 Wc1
井径
设计路中 高程
井顶标高
管底标高
顶管井深
排水井深
井筒高度
φ1000 449.414 449.290 443.515
6.0945 3.3745
15+383.21
15+394.4 Wc2
φ1250 449.945 449.821 443.992 6.9785 6.1485 3.1285
195.195
195.454141
216.4778
27.015527
94.7426
153.965247
175.2366
159.005587
184.1686
31.231099
103.8042
161.644113
182.0434
38.326547
122.3786
184.196437
206.4986
173.075547
1
3.3
0.4
22.3
1
C20素砼
连砂石垫 SBS防裂
层
卷材
96.1646 91.6946 29.8
96.1646 91.6946
196.5594
沟槽砂砾 石回填量
沟槽管顶 500以上回
填土方
水稳井周 边
填方（顶管井为水稳）
顶管井脚 手架
41.75 0.00
132.33 0.00
29.2572 0
15+920.1 Wc13 φ1500 453.396 453.272 448.952 5.040 4.6395 1.4195
15+960 Wc14 B=1300 454.821 454.697 450.157 5.6895 4.9395 2.6395
16+097.6 Wc15 1650*1650 460.232 460.108 455.278 5.9795 5.2295 1.9295
202.504041
214.9378
201.465199
221.8062
41.964883
130.1994
163.036123
187.7414
32.385571
106.2858
161.227161
181.6738
135.706627
157.6806
27.059051
88.9898
163.943855
16+380 Wc20-1
16+380 Wc20-2 φ1500 469.993 469.869 464.846 5.743 5.3426 2.1226
62.5553
管径
挖方
破沥青 破基层 恢复沥青
合计 主管 支管
1000 800
500
1000 800 400
457.4
184
29.8
180砂石 基础
16+200 Wc17-1
16+200 Wc17-2 φ1500 464.26 464.136 459.442 5.414 5.0136 1.7936
16+320 Wc19-1
16+320 Wc19-2 φ1500 468.778 468.654 463.166 6.208 5.8076 2.5876
192.1766
37.180107
105.2706
35.474637
101.6046
35.474637
101.6046
31.355065
86.903
34.215007
93.0506
33.235661
96.7918
35.5542256
101.77568
42.4985496
116.70288
38.4316596
14+140 Wc16 φ1500 461.901 461.777 456.975 5.521 5.1215 1.9015
16+200 Wc17 B=1300 464.26 464.136 459.375 5.9105 5.1605 2.8605
16+270 Wc18 φ1500 467.013 466.889 461.699 6.509 6.1095 2.2895
107.96088
41.75064 132.3344 29.2572
2541.151668 3772.0968
15+600 Wc8-1
15+600 Wc8-2 φ1500 454.356 454.232 449.547 5.404 5.0045 1.7845
15+600 Wc8-2 φ1500 454.356 454.232 449.547 5.404 5.0045 1.7845
15+750 Wc9-1
15+750 Wc9-2 φ1250 452.967 452.843 448.940 4.622 4.2225 1.2025
132.8
44.6
26.03
16.606348 68.37908 97.6844 16.606348 68.37908 97.6844
路面结 Fra Baidu bibliotek层厚
0.87
0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87