Определение “рабочих” отметок.
Рабочая отметка определяется
по формуле:
|
ОПРЕДЕЛЕНИЕ РАБОЧИХ ОТМЕТОК
|
|
11
|
21
|
31
|
41
|
51
|
61
|
|
2.1155
|
1.7278
|
1.5037
|
1.5269
|
1.7652
|
2.2536
|
|
12
|
22
|
32
|
42
|
52
|
62
|
|
1.6536
|
1.4356
|
1.1888
|
1.4688
|
1.0505
|
1.3561
|
|
13
|
23
|
33
|
43
|
53
|
63
|
|
1.0051
|
0.8900
|
0.8378
|
0.6102
|
0.4819
|
0.7974
|
|
14
|
24
|
34
|
44
|
54
|
64
|
|
0.2869
|
0.1336
|
0.1844
|
-0.0531
|
-0.1731
|
0.1795
|
|
15
|
25
|
35
|
45
|
55
|
65
|
|
-0.4131
|
-0.5716
|
-0.5124
|
-0.5981
|
-0.8875
|
-0.5307
|
|
16
|
26
|
36
|
46
|
56
|
66
|
|
-1.0631
|
-1.2738
|
-1.2531
|
-1.2913
|
-1.4709
|
-1.1274
|
|
17
|
27
|
37
|
47
|
57
|
67
|
|
-1.7696
|
-1.8860
|
-1.8592
|
-1.9731
|
-2.1264
|
-1.7357
|
Построение линии нулевых работ.
Для нахождения расстояний точек
нулевой линии от вершины квадрата используем формулу:
,
Линия нулевых работ пройдёт
между вершинами:
14-15 – Х=23,66 м
24-25 – Х=7,58 м
34-35 – Х=10,59 м
53-54 – Х=39,43 м
54-64 – Х=20,36 м
64-65 – Х=10,11 м
Определение заложений.
Для построения откосов,
образовавшихся при вертикальной планировке площадки необходимо определить
величину заложения откосов в выемке и насыпи.
Выемка Насыпь
|
ОПРЕДЕЛЕНИЕ ЗАЛОЖЕНИЙ
|
|
11
|
21
|
31
|
41
|
51
|
61
|
|
2.1155
|
1.7278
|
1.5037
|
1.5269
|
1.7652
|
2.2536
|
|
12
|
|
|
|
|
62
|
|
1.6536
|
|
|
|
|
1.3561
|
|
13
|
|
|
|
|
63
|
|
1.0051
|
|
|
|
|
0.7974
|
|
14
|
|
|
|
|
64
|
|
0.2869
|
|
|
|
|
0.1795
|
|
15
|
|
|
|
|
65
|
|
0.2550
|
|
|
|
|
0.3277
|
|
16
|
|
|
|
|
66
|
|
0.6563
|
|
|
|
|
0.6960
|
|
17
|
27
|
37
|
47
|
57
|
67
|
|
1.0925
|
1.1644
|
1.1478
|
1.2181
|
1.3128
|
1.0716
|
Определение объемов грунта в
целых и пересеченных прямоугольных призмах.
|
Объемы
грунта в целых и пересеченных треугольных призмах
|
|
|
Nфигуры
|
Рабочая отметка
|
Средн. раб. отм
|
Площадь фигуры
|
Объемы работ
|
|
|
|
h1
|
h2
|
h3
|
h4
|
hcp
|
F
|
выемка
|
насыпь
|
насыпь/(1+Кор)
|
|
|
1
|
2
|
3
|
4
|
5
|
6
|
7
|
8
|
9
|
10
|
|
|
Iн
|
2.1155
|
1.6536
|
1.4356
|
1.7278
|
1.7331
|
1600
|
|
2772.9821
|
2692.2157
|
|
|
IIн
|
1.6536
|
1.0051
|
0.8900
|
1.4356
|
1.2461
|
1600
|
|
1993.7092
|
1935.6400
|
|
|
IIIн
|
1.0051
|
0.2869
|
0.1336
|
0.8900
|
0.5789
|
1600
|
|
926.2092
|
899.2323
|
|
|
IVн
|
0.2869
|
0.1336
|
|
|
0.1051
|
479
|
|
50.3951
|
48.9273
|
|
|
IVв
|
-0.4131
|
-0.5716
|
|
|
-0.2462
|
1121
|
275.8479
|
|
|
|
|
Vв
|
-0.4131
|
-1.0631
|
-1.2738
|
-0.5716
|
-0.8304
|
1600
|
1328.6400
|
|
|
|
|
VIв
|
-1.0631
|
-1.7696
|
-1.8860
|
-1.2738
|
-1.4982
|
1600
|
2397.0424
|
|
|
|
|
VIIн
|
1.7278
|
1.4356
|
1.1888
|
1.5037
|
1.4640
|
1600
|
|
2342.3338
|
2274.1105
|
|
|
VIIIн
|
1.4356
|
0.8900
|
0.8378
|
1.1888
|
1.0880
|
1600
|
|
1740.8777
|
1690.1725
|
|
|
Ixн
|
0.8900
|
0.1336
|
0.1844
|
0.8378
|
0.5114
|
1600
|
|
818.3001
|
794.4662
|
|
|
Xн
|
0.1336
|
0.1844
|
|
|
0.0795
|
363
|
|
28.8760
|
28.0349
|
|
|
Xв
|
-0.5716
|
-0.5124
|
|
|
-0.2710
|
1237
|
335.1326
|
|
|
|
|
XIв
|
-0.5716
|
-1.2738
|
-1.2531
|
-0.5124
|
-0.9027
|
1600
|
1444.3455
|
|
|
|
|
Xllв
|
-1.2738
|
-1.8860
|
-1.8592
|
-1.2531
|
-1.5680
|
1600
|
2508.8579
|
|
|
|
|
XlIlн
|
1.5037
|
1.1888
|
1.4688
|
1.5269
|
1.4220
|
1600
|
|
2275.2302
|
2208.9613
|
|
|
XlVн
|
1.1888
|
0.8378
|
0.6102
|
1.4688
|
1.0264
|
1600
|
|
1642.2244
|
1594.3926
|
|
|
XVн
|
0.8378
|
0.1844
|
-0.0531
|
0.6102
|
0.3948
|
1600
|
|
631.7360
|
613.3360
|
|
|
XVIн
|
0.1844
|
-0.0531
|
|
|
0.0438
|
212
|
|
9.2663
|
8.9964
|
|
|
XVIв
|
-0.5124
|
-0.5981
|
|
|
-0.2776
|
1388
|
385.4068
|
|
|
|
|
XVIIв
|
-0.5124
|
-1.2531
|
-1.2913
|
-0.5981
|
-0.9137
|
1600
|
1461.9374
|
|
|
|
|
XVIIIв
|
-1.2531
|
-1.8592
|
-1.9731
|
-1.2913
|
-1.5942
|
1600
|
2550.6579
|
|
|
|
|
XIXн
|
1.5269
|
1.4688
|
1.0505
|
1.7652
|
1.4528
|
1600
|
|
2324.5525
|
2256.8471
|
|
|
XXн
|
1.4688
|
0.6102
|
0.4819
|
1.0505
|
0.9028
|
1600
|
|
1444.5525
|
1402.4781
|
|
|
XXIн
|
0.6102
|
-0.0531
|
0.4819
|
|
0.2598
|
1389
|
|
360.6945
|
350.1888
|
|
|
XXIв
|
-0.1731
|
-0.0531
|
|
|
-0.0754
|
211
|
15.9412
|
|
|
|
|
XXIIв
|
-0.0531
|
-0.5981
|
-0.8875
|
-0.1731
|
-0.4280
|
1600
|
684.7387
|
|
|
|
|
XXIIIв
|
-0.5981
|
-1.2913
|
-1.4709
|
-0.8875
|
-1.0620
|
1600
|
1699.1225
|
|
|
|
|
XXlVв
|
-1.2913
|
-1.9731
|
-2.1264
|
-1.4709
|
-1.7154
|
1600
|
2744.6781
|
|
|
|
|
XXVн
|
1.7652
|
1.0505
|
1.3561
|
2.2536
|
1.6064
|
1600
|
|
2570.1673
|
2495.3080
|
|
|
XXVIн
|
1.0505
|
0.4819
|
0.7974
|
1.3561
|
0.9215
|
1600
|
|
1474.3778
|
1431.4348
|
|
|
XXVIIн
|
0.4819
|
0.7974
|
0.1795
|
|
0.2918
|
1492
|
|
435.4200
|
422.7379
|
|
|
XXVIIв
|
-0.1731
|
|
|
|
-0.0577
|
108
|
6.2101
|
|
|
|
|
XXVIIIв
|
-0.1731
|
-0.8875
|
-0.5307
|
|
-0.3183
|
1497
|
476.4884
|
|
|
|
|
XXVIIIн
|
0.1795
|
|
|
|
0.0598
|
103
|
|
6.1578
|
5.9785
|
|
|
XXIXв
|
-0.8875
|
-1.4709
|
-1.1274
|
-0.5307
|
-1.0041
|
1600
|
1606.6229
|
|
|
|
|
XXXв
|
-1.4709
|
-2.1264
|
-1.7357
|
-1.1274
|
-1.6151
|
1600
|
2584.1519
|
|
|
|
|
ИТОГО
|
|
|
|
|
|
48000
|
22505.8223
|
23848.0626
|
23153.4588
|
|
|
Обьемы грунта в откосах
|
|
|
14н
|
0.1795
|
|
0.1795
|
|
|
3.5179
|
|
0.0335
|
0.0325
|
|
|
15н
|
0.7974
|
0.1795
|
0.7974
|
0.1795
|
|
19.5384
|
|
4.1247
|
4.0045
|
|
|
16н
|
1.3561
|
0.7974
|
1.3561
|
0.7974
|
|
43.0711
|
|
15.2798
|
14.8347
|
|
|
17н
|
2.2536
|
1.3561
|
2.2536
|
1.3561
|
|
72.1939
|
|
42.7075
|
41.4636
|
|
|
18н
|
2.2536
|
|
2.2536
|
|
|
5.0786
|
|
1.4541
|
1.4117
|
|
|
19н
|
2.2536
|
1.7652
|
2.2536
|
1.7652
|
|
80.3760
|
|
50.5910
|
49.1175
|
|
|
20н
|
1.5269
|
1.7652
|
1.5269
|
1.7652
|
|
65.8426
|
|
33.6310
|
32.6515
|
|
|
21н
|
1.5269
|
1.5037
|
1.5037
|
1.5269
|
|
60.6111
|
|
28.3521
|
27.5263
|
|
|
22н
|
1.7278
|
1.5037
|
1.7278
|
1.5037
|
|
64.6285
|
|
32.3882
|
31.4449
|
|
|
23н
|
2.1155
|
1.7278
|
2.1155
|
1.7278
|
|
76.8648
|
|
46.0583
|
44.7168
|
|
|
24н
|
2.1155
|
|
2.1155
|
|
|
4.4752
|
|
1.2028
|
1.1678
|
|
|
25н
|
2.1155
|
1.6536
|
2.1155
|
1.6536
|
|
75.3807
|
|
44.5092
|
43.2129
|
|
|
26н
|
1.6536
|
1.0051
|
1.6536
|
1.0051
|
|
53.1729
|
|
23.1172
|
22.4439
|
|
|
27н
|
1.0051
|
0.2869
|
1.0051
|
0.2869
|
|
25.8396
|
|
6.7448
|
6.5483
|
|
|
28н
|
0.2869
|
|
0.2869
|
|
|
2.3518
|
|
0.1388
|
0.1348
|
|
|
1в
|
-0.4131
|
|
0.2550
|
|
|
3.0102
|
0.6714
|
|
|
|
|
2в
|
-0.4131
|
-1.0631
|
0.2550
|
0.6563
|
|
18.2272
|
13.0083
|
|
|
|
|
3в
|
-1.0631
|
-1.7696
|
0.6563
|
1.0925
|
|
34.9767
|
42.6175
|
|
|
|
|
4в
|
-1.7696
|
|
1.0925
|
|
|
1.1936
|
1.8472
|
|
|
|
|
5в
|
-1.7696
|
-1.8860
|
1.0925
|
1.1644
|
|
45.1379
|
66.8872
|
|
|
|
|
6в
|
-1.8860
|
-1.8592
|
1.1644
|
1.1478
|
|
46.2435
|
70.1363
|
|
|
|
|
7в
|
-1.8592
|
-1.9731
|
1.1478
|
1.2181
|
|
47.3184
|
73.4961
|
|
|
|
|
8в
|
-1.9731
|
-2.1264
|
1.2181
|
1.3128
|
|
50.6186
|
84.1485
|
|
|
|
|
9в
|
-2.1264
|
-1.7357
|
1.3128
|
1.0716
|
|
47.6871
|
75.3431
|
|
|
|
|
10в
|
-1.7357
|
|
1.0716
|
|
|
1.1482
|
1.7430
|
|
|
|
|
11в
|
-1.1274
|
-1.7357
|
1.0716
|
0.6960
|
|
35.3514
|
42.8359
|
|
|
|
|
12в
|
-0.5307
|
-1.1274
|
0.3277
|
0.6960
|
|
20.4736
|
15.5269
|
|
|
|
|
13в
|
-0.5307
|
|
0.3277
|
|
|
4.8972
|
1.4034
|
|
|
|
|
ИТОГО
|
|
|
|
|
|
1009.2268
|
489.6647
|
330.3330
|
320.7116
|
|
Страницы: 1, 2, 3, 4
|
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