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 |
"right">1600 |
|
"right">2772.9821 | "right">2692.2157 | |
|
IIн |
1.6536 |
1.0051 |
0.8900 |
1.4356 |
1.2461 |
"right">1600 |
|
"right">1993.7092 | "right">1935.6400 | |
|
IIIн |
1.0051 |
0.2869 |
0.1336 |
0.8900 |
0.5789 |
"right">1600 |
|
"right">926.2092 | "right">899.2323 | |
|
IVн |
0.2869 |
0.1336 |
|
|
0.1051 |
"right">479 |
|
"right">50.3951 | "right">48.9273 | |
|
IVв |
-0.4131 |
-0.5716 |
|
|
-0.2462 |
"right">1121 | "right">275.8479 |
|
|
|
|
Vв |
-0.4131 |
-1.0631 |
-1.2738 |
-0.5716 |
-0.8304 |
"right">1600 | "right">1328.6400 |
|
|
|
|
VIв |
-1.0631 |
-1.7696 |
-1.8860 |
-1.2738 |
-1.4982 |
"right">1600 | "right">2397.0424 |
|
|
|
|
VIIн |
1.7278 |
1.4356 |
1.1888 |
1.5037 |
1.4640 |
"right">1600 |
|
"right">2342.3338 | "right">2274.1105 | |
|
VIIIн |
1.4356 |
0.8900 |
0.8378 |
1.1888 |
1.0880 |
"right">1600 |
|
"right">1740.8777 | "right">1690.1725 | |
|
Ixн |
0.8900 |
0.1336 |
0.1844 |
0.8378 |
0.5114 |
"right">1600 |
|
"right">818.3001 | "right">794.4662 | |
|
Xн |
0.1336 |
0.1844 |
|
|
0.0795 |
"right">363 |
|
"right">28.8760 | "right">28.0349 | |
|
Xв |
-0.5716 |
-0.5124 |
|
|
-0.2710 |
"right">1237 | "right">335.1326 |
|
|
|
|
XIв |
-0.5716 |
-1.2738 |
-1.2531 |
-0.5124 |
-0.9027 |
"right">1600 | "right">1444.3455 |
|
|
|
|
Xllв |
-1.2738 |
-1.8860 |
-1.8592 |
-1.2531 |
-1.5680 |
"right">1600 | "right">2508.8579 |
|
|
|
|
XlIlн |
1.5037 |
1.1888 |
1.4688 |
1.5269 |
1.4220 |
"right">1600 |
|
"right">2275.2302 | "right">2208.9613 | |
|
XlVн |
1.1888 |
0.8378 |
0.6102 |
1.4688 |
1.0264 |
"right">1600 |
|
"right">1642.2244 | "right">1594.3926 | |
|
XVн |
0.8378 |
0.1844 |
-0.0531 |
0.6102 |
0.3948 |
"right">1600 |
|
"right">631.7360 | "right">613.3360 | |
|
XVIн |
0.1844 |
-0.0531 |
|
|
0.0438 |
"right">212 |
|
"right">9.2663 | "right">8.9964 | |
|
XVIв |
-0.5124 |
-0.5981 |
|
|
-0.2776 |
"right">1388 | "right">385.4068 |
|
|
|
|
XVIIв |
-0.5124 |
-1.2531 |
-1.2913 |
-0.5981 |
-0.9137 |
"right">1600 | "right">1461.9374 |
|
|
|
|
XVIIIв |
-1.2531 |
-1.8592 |
-1.9731 |
-1.2913 |
-1.5942 |
"right">1600 | "right">2550.6579 |
|
|
|
|
XIXн |
1.5269 |
1.4688 |
1.0505 |
1.7652 |
1.4528 |
"right">1600 |
|
"right">2324.5525 | "right">2256.8471 | |
|
XXн |
1.4688 |
0.6102 |
0.4819 |
1.0505 |
0.9028 |
"right">1600 |
|
"right">1444.5525 | "right">1402.4781 | |
|
XXIн |
0.6102 |
-0.0531 |
0.4819 |
|
0.2598 |
"right">1389 |
|
"right">360.6945 | "right">350.1888 | |
|
XXIв |
-0.1731 |
-0.0531 |
|
|
-0.0754 |
"right">211 | "right">15.9412 |
|
|
|
|
XXIIв |
-0.0531 |
-0.5981 |
-0.8875 |
-0.1731 |
-0.4280 |
"right">1600 | "right">684.7387 |
|
|
|
|
XXIIIв |
-0.5981 |
-1.2913 |
-1.4709 |
-0.8875 |
-1.0620 |
"right">1600 | "right">1699.1225 |
|
|
|
|
XXlVв |
-1.2913 |
-1.9731 |
-2.1264 |
-1.4709 |
-1.7154 |
"right">1600 | "right">2744.6781 |
|
|
|
|
XXVн |
1.7652 |
1.0505 |
1.3561 |
2.2536 |
1.6064 |
"right">1600 |
|
"right">2570.1673 | "right">2495.3080 | |
|
XXVIн |
1.0505 |
0.4819 |
0.7974 |
1.3561 |
0.9215 |
"right">1600 |
|
"right">1474.3778 | "right">1431.4348 | |
|
XXVIIн |
0.4819 |
0.7974 |
0.1795 |
|
0.2918 |
"right">1492 |
|
"right">435.4200 | "right">422.7379 | |
|
XXVIIв |
-0.1731 |
|
|
|
-0.0577 |
"right">108 | "right">6.2101 |
|
|
|
|
XXVIIIв |
-0.1731 |
-0.8875 |
-0.5307 |
|
-0.3183 |
"right">1497 | "right">476.4884 |
|
|
|
|
XXVIIIн |
0.1795 |
|
|
|
0.0598 |
"right">103 |
|
"right">6.1578 | "right">5.9785 | |
|
XXIXв |
-0.8875 |
-1.4709 |
-1.1274 |
-0.5307 |
-1.0041 |
"right">1600 | "right">1606.6229 |
|
|
|
|
XXXв |
-1.4709 |
-2.1264 |
-1.7357 |
-1.1274 |
-1.6151 |
"right">1600 | "right">2584.1519 |
|
|
|
|
ИТОГО |
|
|
|
|
|
"right">48000 | "right">22505.8223 | "right">23848.0626 |
23153.4588 |
|
|
Обьемы грунта в откосах |
||||||||||
|
14н |
"right">0.1795 |
|
"right">0.1795 |
|
|
"right">3.5179 |
|
"right">0.0335 | "right">0.0325 | |
|
15н |
"right">0.7974 | "right">0.1795 | "right">0.7974 | "right">0.1795 |
|
"right">19.5384 |
|
"right">4.1247 | "right">4.0045 | |
|
16н |
"right">1.3561 | "right">0.7974 | "right">1.3561 | "right">0.7974 |
|
"right">43.0711 |
|
"right">15.2798 | "right">14.8347 | |
|
17н |
"right">2.2536 | "right">1.3561 | "right">2.2536 | "right">1.3561 |
|
"right">72.1939 |
|
"right">42.7075 | "right">41.4636 | |
|
18н |
"right">2.2536 |
|
"right">2.2536 |
|
|
"right">5.0786 |
|
"right">1.4541 | "right">1.4117 | |
|
19н |
"right">2.2536 | "right">1.7652 | "right">2.2536 | "right">1.7652 |
|
"right">80.3760 |
|
"right">50.5910 | "right">49.1175 | |
|
20н |
"right">1.5269 | "right">1.7652 | "right">1.5269 | "right">1.7652 |
|
"right">65.8426 |
|
"right">33.6310 | "right">32.6515 | |
|
21н |
"right">1.5269 | "right">1.5037 | "right">1.5037 | "right">1.5269 |
|
"right">60.6111 |
|
"right">28.3521 | "right">27.5263 | |
|
22н |
"right">1.7278 | "right">1.5037 | "right">1.7278 | "right">1.5037 |
|
"right">64.6285 |
|
"right">32.3882 | "right">31.4449 | |
|
23н |
"right">2.1155 | "right">1.7278 | "right">2.1155 | "right">1.7278 |
|
"right">76.8648 |
|
"right">46.0583 | "right">44.7168 | |
|
24н |
"right">2.1155 |
|
"right">2.1155 |
|
|
"right">4.4752 |
|
"right">1.2028 | "right">1.1678 | |
|
25н |
"right">2.1155 | "right">1.6536 | "right">2.1155 | "right">1.6536 |
|
"right">75.3807 |
|
"right">44.5092 | "right">43.2129 | |
|
26н |
"right">1.6536 | "right">1.0051 | "right">1.6536 | "right">1.0051 |
|
"right">53.1729 |
|
"right">23.1172 | "right">22.4439 | |
|
27н |
"right">1.0051 | "right">0.2869 | "right">1.0051 | "right">0.2869 |
|
"right">25.8396 |
|
"right">6.7448 | "right">6.5483 | |
|
28н |
"right">0.2869 |
|
"right">0.2869 |
|
|
"right">2.3518 |
|
"right">0.1388 | "right">0.1348 | |
|
1в |
"right">-0.4131 |
|
"right">0.2550 |
|
|
"right">3.0102 | "right">0.6714 |
|
|
|
|
2в |
"right">-0.4131 | "right">-1.0631 | "right">0.2550 | "right">0.6563 |
|
"right">18.2272 | "right">13.0083 |
|
|
|
|
3в |
"right">-1.0631 | "right">-1.7696 | "right">0.6563 | "right">1.0925 |
|
"right">34.9767 | "right">42.6175 |
|
|
|
|
4в |
"right">-1.7696 |
|
"right">1.0925 |
|
|
"right">1.1936 | "right">1.8472 |
|
|
|
|
5в |
"right">-1.7696 | "right">-1.8860 | "right">1.0925 | "right">1.1644 |
|
"right">45.1379 | "right">66.8872 |
|
|
|
|
6в |
"right">-1.8860 | "right">-1.8592 | "right">1.1644 | "right">1.1478 |
|
"right">46.2435 | "right">70.1363 |
|
|
|
|
7в |
"right">-1.8592 | "right">-1.9731 | "right">1.1478 | "right">1.2181 |
|
"right">47.3184 | "right">73.4961 |
|
|
|
|
8в |
"right">-1.9731 | "right">-2.1264 | "right">1.2181 | "right">1.3128 |
|
"right">50.6186 | "right">84.1485 |
|
|
|
|
9в |
"right">-2.1264 | "right">-1.7357 | "right">1.3128 | "right">1.0716 |
|
"right">47.6871 | "right">75.3431 |
|
|
|
|
10в |
"right">-1.7357 |
|
"right">1.0716 |
|
|
"right">1.1482 | "right">1.7430 |
|
|
|
|
11в |
"right">-1.1274 | "right">-1.7357 | "right">1.0716 | "right">0.6960 |
|
"right">35.3514 | "right">42.8359 |
|
|
|
|
12в |
"right">-0.5307 | "right">-1.1274 | "right">0.3277 | "right">0.6960 |
|
"right">20.4736 | "right">15.5269 |
|
|
|
|
13в |
"right">-0.5307 |
|
"right">0.3277 |
|
|
"right">4.8972 | "right">1.4034 |
|
|
|
|
ИТОГО |
|
|
|
|
|
"right">1009.2268 | "right">489.6647 | "right">330.3330 |
320.7116 |
Составление сводного баланса земляных работ.
После определения всех объемов грунта составляется ведомость подсчета объемов земляных работ.
Результатом расчетов по вертикальной планировке площадки и разработке грунта является составление сводного баланса земляных масс.