Проектирование элементов стрелочного перевода
.pdfBп := 180 × mm
Dб := 5 × mm
m = 5.151m
ma = 5.15m
l2 = 4.57m
M = 9
ma = 5.26m
m = 5262mm
запас на установку болта;
m := Bп + bг + Dб
2 × tanæ a ö
è 2 ø
ma := m × cos æ a ö
è 2 ø
l |
:= m - y - |
с |
- |
aб |
|
|
|
|
|||
2 |
a |
2 |
2 |
||
|
|
æ l2 ö
M := ceilç ÷
è aб ø
с aб ma := M × aб + y + 2 + 2
m := ma cos æ a ö
è 2 ø
21
lo := 210 × cm
minк1 = 2.321m
minк2 = 3.341m
к = −2112mm
к = 3341mm
Rc = 1088.546m
длина жесткой базы расчетного экипажа;
lн minк1 := n + 2
mintг
minк2 := lo + æ a ö 2 × sinè 2 ø
S - Ro × (cos (bн) - cos (bbг)) - R × (cos (bbг) - cos (a))
к := sin(a)
к := minк1 if к £ minк1 minк2 if к £ minк2
кif к > minк1
кif к > minк2
S - Ro × (cos (bн) - cos (bbг)) - к × sin(a)
Rc := cos (bbг) - cos (a)
22
y0 := Ro × (cos (bн) - cos (bbг)) + R × (cos (bbг) - cos (b))
y0 = 140mm
xк := Rc × (sin(a) - sin(b))
xк = 37.314m
yк := S - к × sin(a)
yк = 1353mm
x:= 0.. xк
g(x) := asin |
æsin(b) + |
x |
ö |
|
R |
||||
|
ç |
÷ |
||
|
è |
c ø |
y(x) := y0 + Rc × (cos (b) - cos (g(x)))
23
x = |
|
γ(x) = |
|
y(x) = |
|
|
m |
|
|
|
mm |
0 |
0.015659 |
|
140 |
||
1 |
|
0.016578 |
|
157 |
|
|
|
|
|
|
|
2 |
|
0.017497 |
|
174 |
|
|
|
|
|
|
|
3 |
|
0.018416 |
|
192 |
|
|
|
|
|
|
|
4 |
|
0.019335 |
|
210 |
|
|
|
|
|
|
|
5 |
|
0.020253 |
|
230 |
|
|
|
|
|
|
|
6 |
|
0.021172 |
|
251 |
|
|
|
|
|
|
|
7 |
|
0.022091 |
|
273 |
|
|
|
|
|
|
|
8 |
|
0.02301 |
|
295 |
|
|
|
|
|
|
|
9 |
|
0.023929 |
|
319 |
|
|
|
|
|
|
|
10 |
|
0.024848 |
|
343 |
|
|
|
|
|
|
|
11 |
|
0.025767 |
|
368 |
|
|
|
|
|
|
|
12 |
|
0.026686 |
|
395 |
|
|
|
|
|
|
|
13 |
|
0.027605 |
|
422 |
|
|
|
|
|
|
|
14 |
|
0.028524 |
|
450 |
|
|
|
|
|
|
|
15 |
|
0.029443 |
|
479 |
|
|
|
|
|
|
|
16 |
|
0.030362 |
|
509 |
|
|
|
|
|
|
|
17 |
|
0.031281 |
|
539 |
|
|
|
|
|
|
|
18 |
|
0.0322 |
|
571 |
|
|
|
|
|
|
|
19 |
|
0.033119 |
|
604 |
|
|
|
|
|
|
|
20 |
|
0.034038 |
|
637 |
|
|
|
|
|
|
|
21 |
|
0.034958 |
|
672 |
|
|
|
|
|
|
|
22 |
|
0.035877 |
|
707 |
|
|
|
|
|
|
|
23 |
|
0.036796 |
|
744 |
|
|
|
|
|
|
|
24 |
|
0.037715 |
|
781 |
|
|
|
|
|
|
|
25 |
|
0.038635 |
|
819 |
|
|
|
|
|
|
|
26 |
|
0.039554 |
|
858 |
|
|
|
|
|
|
|
27 |
|
0.040474 |
|
898 |
|
|
|
|
|
|
|
28 |
|
0.041393 |
|
939 |
|
|
|
|
|
|
|
29 |
|
0.042312 |
|
981 |
|
|
|
|
|
|
|
30 |
|
0.043232 |
|
1024 |
|
|
|
|
|
|
|
31 |
|
0.044151 |
|
1068 |
|
|
|
|
|
|
|
32 |
|
0.045071 |
|
1112 |
|
|
|
|
|
|
|
33 |
|
0.045991 |
|
1158 |
|
|
|
|
|
|
|
24
LT := Ro × (sin(bbг) - sin(bн)) + R × (sin(b) - sin(bbг)) + Rc × (sin(a) - sin(b)) + к × cos (a)
LT = 53.278m
Lп := q1 + LT + m
Lп = 62.297m
S
b0 := 2 × tan(a)
b0 = 15.2m
a0 := LT - b0
a0 = 38.078m
b := b0 + m
b = 20.462m
a := a0 + q1
a = 41.836m
Проверка := a + b - Lп
Проверка = 0m
25