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 |
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
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 |
После определения всех объемов грунта составляется ведомость подсчета объемов земляных работ.