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.
|
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 |
|
