|
Wykonał: JAROS SŁAWOMIR, BO1, sem. V |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Projekt komina żelbetowego wysokości 199 m. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1.0. DANE PROJEKTOWE I GEOMETRIA KOMINA |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
H= |
199 |
[m] |
- wysokość komina |
|
|
|
IIa |
- strefa wiatrowa |
|
|
|
|
|
|
|
|
|
|
|
|
hf= |
4,8 |
[m] |
- głębokość posadowienia |
|
|
|
A-II |
- klasa stali |
|
|
|
|
|
|
|
|
|
|
|
|
hcz= |
10,2 |
[m] |
- wysokość wyprowadzenia czopucha |
|
|
|
B37 |
- klasa betonu |
|
|
|
|
|
|
|
|
|
|
|
|
T= |
120 |
[C] |
- temperatura eksploatacji komina |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Q= |
153,1 |
[m3/h] |
- wydatek komina |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1.1. Określenie geometrii kmina |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
średnia prędkość gazów: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
V = 0,1*H [m/s] |
|
dla kominów powyżej 100m należy przyjąć |
|
|
|
V= |
8 |
[m/s] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
średnica przy wylocie komina: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4,93625584703317 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Przyjmujemy średnicę: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
dw = 1,2*dw'=1,2*4,66= |
5,92350701643981 |
m |
6,00 |
m |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Przyjmujemy: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,12 |
m |
wykładzina komina (cegła szamotowa) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,08 |
m |
izolacja (szkło piankowe) |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,25 |
m |
trzon żelbetowy |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
dz = dw + 2*(gt + gi + gw ) = 6,00+2*(0,12+0,08+0,25) = |
6,9 |
m |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
średnica przy podstawie komina: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
i= |
0,01 |
zbieżność ścianek komina |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Dz = dz + 2*H*i = 6,47+2*199*0,01= |
10,88 |
m |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Dw=Dz-2*(gt+gi+gw)=10,37+2*(0,12+0,08+0,25)= |
9,48 |
m |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Powierzchnia odniesienia: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
h'= |
9 |
m |
wysokość segmentu najwyższego |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
h= |
10 |
m |
wysokość segmentu |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1.2. Wymiary czopucha: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Powierzchnia wylotu komina: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
28,2743338823081 |
m2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Przekrój czopucha: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Fcz=1,25*Fw=1,25*28,27= |
35,3429173528852 |
m2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4,85406478138925 |
m |
przyjęto: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
a= |
4,9 |
m |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
b= |
7,3 |
m |
|
|
|
|
|
|
|
|
|
|
|
|
|
7,28109717208387 |
m |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABELA 1. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr |
poziom |
śred. zew. |
grubość |
śred. zew. |
grubość |
śred. zew. |
grubość |
śred.wew. |
pow. |
|
|
|
|
|
|
|
|
|
|
|
segmentu |
przekroju |
trzonu |
trzonu |
izolacji |
izolacji |
wymur. |
wymur. |
wymur. |
odn. A |
|
|
|
|
|
|
|
|
|
|
|
|
[ m ] |
[ m ] |
[ m ] |
[ m ] |
[ m ] |
[ m ] |
[ m ] |
[ m ] |
[ m 2] |
|
|
|
|
|
|
|
|
|
|
|
1 |
199 |
6,9 |
0,25 |
6,4 |
0,08 |
6,24 |
0,12 |
6 |
|
|
|
|
|
|
|
|
|
|
|
|
190 |
7,08 |
0,25 |
6,58 |
0,08 |
6,42 |
0,12 |
6,18 |
62,91 |
|
|
|
|
|
|
|
|
|
|
|
2 |
190 |
7,08 |
0,25 |
6,58 |
0,08 |
6,42 |
0,12 |
6,18 |
|
|
|
|
|
|
|
|
|
|
|
|
180 |
7,28 |
0,25 |
6,78 |
0,08 |
6,62 |
0,12 |
6,38 |
71,8 |
|
|
|
|
|
|
|
|
|
|
|
3 |
180 |
7,28 |
0,25 |
6,78 |
0,08 |
6,62 |
0,12 |
6,38 |
|
|
|
|
|
|
|
|
|
|
|
|
170 |
7,48 |
0,25 |
6,98 |
0,08 |
6,82 |
0,12 |
6,58 |
73,8 |
|
|
|
|
|
|
|
|
|
|
|
4 |
170 |
7,48 |
0,25 |
6,98 |
0,08 |
6,82 |
0,12 |
6,58 |
|
|
|
|
|
|
|
|
|
|
|
|
160 |
7,68 |
0,25 |
7,18 |
0,08 |
7,02 |
0,12 |
6,78 |
75,8 |
|
|
|
|
|
|
|
|
|
|
|
5 |
160 |
7,68 |
0,3 |
7,08 |
0,08 |
6,92 |
0,12 |
6,68 |
|
|
|
|
|
|
|
|
|
|
|
|
150 |
7,88 |
0,3 |
7,28 |
0,08 |
7,12 |
0,12 |
6,88 |
77,8 |
|
|
|
|
|
|
|
|
|
|
|
6 |
150 |
7,88 |
0,3 |
7,28 |
0,08 |
7,12 |
0,12 |
6,88 |
|
|
|
|
|
|
|
|
|
|
|
|
140 |
8,08 |
0,3 |
7,48 |
0,08 |
7,32 |
0,12 |
7,08 |
79,8 |
|
|
|
|
|
|
|
|
|
|
|
7 |
140 |
8,08 |
0,3 |
7,48 |
0,08 |
7,32 |
0,12 |
7,08 |
|
|
|
|
|
|
|
|
|
|
|
|
130 |
8,28 |
0,3 |
7,68 |
0,08 |
7,52 |
0,12 |
7,28 |
81,8 |
|
|
|
|
|
|
|
|
|
|
|
8 |
130 |
8,28 |
0,3 |
7,68 |
0,08 |
7,52 |
0,12 |
7,28 |
|
|
|
|
|
|
|
|
|
|
|
|
120 |
8,48 |
0,3 |
7,88 |
0,08 |
7,72 |
0,12 |
7,48 |
83,8 |
|
|
|
|
|
|
|
|
|
|
|
9 |
120 |
8,48 |
0,35 |
7,78 |
0,08 |
7,62 |
0,12 |
7,38 |
|
|
|
|
|
|
|
|
|
|
|
|
110 |
8,68 |
0,35 |
7,98 |
0,08 |
7,82 |
0,12 |
7,58 |
85,8 |
|
|
|
|
|
|
|
|
|
|
|
10 |
110 |
8,68 |
0,35 |
7,98 |
0,08 |
7,82 |
0,12 |
7,58 |
|
|
|
|
|
|
|
|
|
|
|
|
100 |
8,88 |
0,35 |
8,18 |
0,08 |
8,02 |
0,12 |
7,78 |
87,8 |
|
|
|
|
|
|
|
|
|
|
|
11 |
100 |
8,88 |
0,35 |
8,18 |
0,08 |
8,02 |
0,12 |
7,78 |
|
|
|
|
|
|
|
|
|
|
|
|
90 |
9,08 |
0,35 |
8,38 |
0,08 |
8,22 |
0,12 |
7,98 |
89,8 |
|
|
|
|
|
|
|
|
|
|
|
12 |
90 |
9,08 |
0,35 |
8,38 |
0,08 |
8,22 |
0,12 |
7,98 |
|
|
|
|
|
|
|
|
|
|
|
|
80 |
9,28 |
0,35 |
8,58 |
0,08 |
8,42 |
0,12 |
8,18 |
91,8 |
|
|
|
|
|
|
|
|
|
|
|
13 |
80 |
9,28 |
0,4 |
8,48 |
0,08 |
8,32 |
0,12 |
8,08 |
|
|
|
|
|
|
|
|
|
|
|
|
70 |
9,48 |
0,4 |
8,67999999999999 |
0,08 |
8,51999999999999 |
0,12 |
8,27999999999999 |
93,8 |
|
|
|
|
|
|
|
|
|
|
|
14 |
70 |
9,48 |
0,4 |
8,67999999999999 |
0,08 |
8,51999999999999 |
0,12 |
8,27999999999999 |
|
|
|
|
|
|
|
|
|
|
|
|
60 |
9,67999999999999 |
0,4 |
8,87999999999999 |
0,08 |
8,71999999999999 |
0,12 |
8,47999999999999 |
95,8 |
|
|
|
|
|
|
|
|
|
|
|
15 |
60 |
9,67999999999999 |
0,4 |
8,87999999999999 |
0,08 |
8,71999999999999 |
0,12 |
8,47999999999999 |
|
|
|
|
|
|
|
|
|
|
|
|
50 |
9,87999999999999 |
0,4 |
9,07999999999999 |
0,08 |
8,91999999999999 |
0,12 |
8,67999999999999 |
97,7999999999999 |
|
|
|
|
|
|
|
|
|
|
|
16 |
50 |
9,87999999999999 |
0,45 |
8,97999999999999 |
0,08 |
8,81999999999999 |
0,12 |
8,57999999999999 |
|
|
|
|
|
|
|
|
|
|
|
|
40 |
10,08 |
0,45 |
9,17999999999999 |
0,08 |
9,01999999999999 |
0,12 |
8,77999999999999 |
99,7999999999999 |
|
|
|
|
|
|
|
|
|
|
|
17 |
40 |
10,08 |
0,45 |
9,17999999999999 |
0,08 |
9,01999999999999 |
0,12 |
8,77999999999999 |
|
|
|
|
|
|
|
|
|
|
|
|
30 |
10,28 |
0,45 |
9,37999999999999 |
0,08 |
9,21999999999999 |
0,12 |
8,97999999999999 |
101,8 |
|
|
|
|
|
|
|
|
|
|
|
18 |
30 |
10,28 |
0,45 |
9,37999999999999 |
0,08 |
9,21999999999999 |
0,12 |
8,97999999999999 |
|
|
|
|
|
|
|
|
|
|
|
|
20 |
10,48 |
0,45 |
9,57999999999999 |
0,08 |
9,41999999999999 |
0,12 |
9,17999999999999 |
103,8 |
|
|
|
|
|
|
|
|
|
|
|
19 |
20 |
10,48 |
0,5 |
9,47999999999999 |
0,08 |
9,31999999999999 |
0,12 |
9,07999999999999 |
|
|
|
|
|
|
|
|
|
|
|
|
10 |
10,68 |
0,5 |
9,67999999999999 |
0,08 |
9,51999999999999 |
0,12 |
9,27999999999999 |
105,8 |
|
|
|
|
|
|
|
|
|
|
|
20 |
10 |
10,68 |
0,5 |
9,67999999999999 |
0,08 |
9,51999999999999 |
0,12 |
9,27999999999999 |
|
|
|
|
|
|
|
|
|
|
|
|
0 |
10,88 |
0,5 |
9,87999999999999 |
0,08 |
9,71999999999999 |
0,12 |
9,47999999999999 |
107,8 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
suma A= |
1769,11 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2.0. ZEBRANIE OBCIĄŻEŃ DZIAŁAJĄCYCH NA KOMIN |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2.1. Ciężar własny komina: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Cieżar objętościowy poszczególnych materiałów: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
25 |
[kN/m3] |
żelbet |
|
1,1 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1,5 |
[kN/m3] |
szkło piankowe |
|
1,3 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
18 |
[kN/m3] |
cegła szamotowa |
|
1,2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ciężar własny płaszcza żelbetowego: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Dg - średnica górna |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Dd - średnica dolna |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g - grubość warstwy |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
- ciężar warstwy |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
9,0 |
m |
wysokość segmentu najwyższego |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
h = |
10,0 |
m |
wysokość segmentu |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ciężar wspornika: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
h` = |
1,25 |
m |
wysokość wspornika |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
a = gi + gw = |
0,2 |
m |
wysięg wspornika |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ciężar głowicy na ostatnim segmencie: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Dz'=dz+2gt= |
7,40 |
m |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
dw= |
6,00 |
m |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
hg= |
2,5 |
m |
wysokość głowicy |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ds = Dz '- gt = |
7,15 |
m |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
gt = |
0,25 |
m |
grubość trzonu , wysięg głowicy |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ciężar własny komina w fazie montażu M: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ciężar własny komina w fazie eksploatacji E: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABELA 2: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ciężar własny komina - wartości charakterystyczne. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr |
poziom |
trzon |
CIĘŻAR SEGMENTU |
ciężar M |
ciężar E |
|
|
|
|
|
|
|
|
|
|
|
|
segment |
przekroju |
|
wspornik |
izolacja |
wymur. |
cięż. całk. |
faza |
faza |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Gt |
Gw |
Gi |
Gw' |
segm. G |
montażu |
eksploat. |
|
|
|
|
|
|
|
|
|
|
|
|
|
[ m ] |
[ kN ] |
[ kN ] |
[ kN ] |
[ kN ] |
[ kN ] |
[ kN ] |
[ kN ] |
|
|
|
|
|
|
|
|
|
|
|
|
|
199 |
491,36 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1 |
190 |
1191,06 |
0,00 |
21,75 |
379,26 |
2083,43 |
1682,42 |
2083,43 |
|
|
|
|
|
|
|
|
|
|
|
|
2 |
180 |
1360,70 |
15,66 |
24,88 |
434,29 |
1835,54 |
3058,78 |
3918,97 |
|
|
|
|
|
|
|
|
|
|
|
|
3 |
170 |
1399,97 |
16,15 |
25,64 |
447,87 |
1889,62 |
4474,90 |
5808,59 |
|
|
|
|
|
|
|
|
|
|
|
|
4 |
160 |
1439,24 |
16,64 |
26,39 |
461,44 |
1943,71 |
5930,79 |
7752,30 |
|
|
|
|
|
|
|
|
|
|
|
|
5 |
150 |
1762,43 |
20,26 |
26,77 |
468,22 |
2277,69 |
7713,48 |
10029,98 |
|
|
|
|
|
|
|
|
|
|
|
|
6 |
140 |
1809,56 |
20,85 |
27,52 |
481,79 |
2339,72 |
9543,89 |
12369,71 |
|
|
|
|
|
|
|
|
|
|
|
|
7 |
130 |
1856,68 |
21,44 |
28,27 |
495,37 |
2401,76 |
11422,02 |
14771,47 |
|
|
|
|
|
|
|
|
|
|
|
|
8 |
120 |
1903,81 |
22,03 |
29,03 |
508,94 |
2463,80 |
13347,85 |
17235,27 |
|
|
|
|
|
|
|
|
|
|
|
|
9 |
110 |
2262,34 |
26,05 |
29,41 |
515,72 |
2833,51 |
15636,24 |
20068,79 |
|
|
|
|
|
|
|
|
|
|
|
|
10 |
100 |
2317,32 |
26,73 |
30,16 |
529,30 |
2903,51 |
17980,29 |
22972,29 |
|
|
|
|
|
|
|
|
|
|
|
|
11 |
90 |
2372,30 |
27,42 |
30,91 |
542,87 |
2973,50 |
20380,00 |
25945,79 |
|
|
|
|
|
|
|
|
|
|
|
|
12 |
80 |
2427,27 |
28,11 |
31,67 |
556,44 |
3043,49 |
22835,38 |
28989,28 |
|
|
|
|
|
|
|
|
|
|
|
|
13 |
70 |
2821,15 |
32,52 |
32,04 |
563,22 |
3448,93 |
25689,05 |
32438,21 |
|
|
|
|
|
|
|
|
|
|
|
|
14 |
60 |
2883,98 |
33,30 |
32,80 |
576,80 |
3526,88 |
28606,33 |
35965,09 |
|
|
|
|
|
|
|
|
|
|
|
|
15 |
50 |
2946,81 |
34,09 |
33,55 |
590,37 |
3604,82 |
31587,23 |
39569,91 |
|
|
|
|
|
|
|
|
|
|
|
|
16 |
40 |
3368,18 |
38,79 |
33,93 |
597,15 |
4038,05 |
34994,20 |
43607,96 |
|
|
|
|
|
|
|
|
|
|
|
|
17 |
30 |
3438,87 |
39,67 |
34,68 |
610,73 |
4123,95 |
38472,74 |
47731,91 |
|
|
|
|
|
|
|
|
|
|
|
|
18 |
20 |
3509,55 |
40,56 |
35,44 |
624,30 |
4209,84 |
42022,85 |
51941,75 |
|
|
|
|
|
|
|
|
|
|
|
|
19 |
10 |
3958,41 |
45,55 |
35,81 |
631,08 |
4670,86 |
46026,81 |
56612,61 |
|
|
|
|
|
|
|
|
|
|
|
|
20 |
0 |
4036,95 |
46,53 |
36,57 |
644,65 |
4764,70 |
50110,29 |
61377,31 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
suma |
61377,31 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABELA 3: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ciężar własny komina - wartości obliczeniowe. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr |
poziom |
trzon |
CIĘŻAR SEGMENTU |
ciężar M |
ciężar E |
|
|
|
|
|
|
|
|
|
|
|
|
segment |
przekroju |
|
wspornik |
izolacja |
wymur. |
cięż. całk. |
faza |
faza |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Gt |
Gw |
Gi |
Gw' |
segm. G |
montażu |
eksploat. |
|
|
|
|
|
|
|
|
|
|
|
|
|
[ m ] |
[ kN ] |
[ kN ] |
[ kN ] |
[ kN ] |
[ kN ] |
[ kN ] |
[ kN ] |
|
|
|
|
|
|
|
|
|
|
|
|
|
199 |
540,50 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1 |
190 |
1310,16 |
0,00 |
28,27 |
455,11 |
2334,05 |
1850,66 |
2334,05 |
|
|
|
|
|
|
|
|
|
|
|
|
2 |
180 |
1496,77 |
17,22 |
32,35 |
521,15 |
2067,50 |
3364,66 |
4401,54 |
|
|
|
|
|
|
|
|
|
|
|
|
3 |
170 |
1539,97 |
17,76 |
33,33 |
537,44 |
2128,50 |
4922,39 |
6530,04 |
|
|
|
|
|
|
|
|
|
|
|
|
4 |
160 |
1583,17 |
18,30 |
34,31 |
553,72 |
2189,50 |
6523,87 |
8719,55 |
|
|
|
|
|
|
|
|
|
|
|
|
5 |
150 |
1938,68 |
22,29 |
34,80 |
561,87 |
2557,63 |
8484,83 |
11277,18 |
|
|
|
|
|
|
|
|
|
|
|
|
6 |
140 |
1990,51 |
22,94 |
35,78 |
578,15 |
2627,38 |
10498,28 |
13904,56 |
|
|
|
|
|
|
|
|
|
|
|
|
7 |
130 |
2042,35 |
23,59 |
36,76 |
594,44 |
2697,13 |
12564,22 |
16601,69 |
|
|
|
|
|
|
|
|
|
|
|
|
8 |
120 |
2094,19 |
24,23 |
37,74 |
610,73 |
2766,88 |
14682,64 |
19368,57 |
|
|
|
|
|
|
|
|
|
|
|
|
9 |
110 |
2488,57 |
28,65 |
38,23 |
618,87 |
3174,32 |
17199,86 |
22542,89 |
|
|
|
|
|
|
|
|
|
|
|
|
10 |
100 |
2549,05 |
29,41 |
39,21 |
635,15 |
3252,82 |
19778,32 |
25795,71 |
|
|
|
|
|
|
|
|
|
|
|
|
11 |
90 |
2609,52 |
30,16 |
40,19 |
651,44 |
3331,31 |
22418,00 |
29127,02 |
|
|
|
|
|
|
|
|
|
|
|
|
12 |
80 |
2670,00 |
30,92 |
41,17 |
667,73 |
3409,81 |
25118,92 |
32536,83 |
|
|
|
|
|
|
|
|
|
|
|
|
13 |
70 |
3103,27 |
35,77 |
41,66 |
675,87 |
3856,56 |
28257,95 |
36393,39 |
|
|
|
|
|
|
|
|
|
|
|
|
14 |
60 |
3172,38 |
36,63 |
42,64 |
692,16 |
3943,80 |
31466,96 |
40337,20 |
|
|
|
|
|
|
|
|
|
|
|
|
15 |
50 |
3241,50 |
37,49 |
43,62 |
708,44 |
4031,05 |
34745,95 |
44368,25 |
|
|
|
|
|
|
|
|
|
|
|
|
16 |
40 |
3705,00 |
42,67 |
44,11 |
716,58 |
4508,36 |
38493,62 |
48876,60 |
|
|
|
|
|
|
|
|
|
|
|
|
17 |
30 |
3782,75 |
43,64 |
45,09 |
732,87 |
4604,35 |
42320,01 |
53480,96 |
|
|
|
|
|
|
|
|
|
|
|
|
18 |
20 |
3860,51 |
44,61 |
46,07 |
749,16 |
4700,34 |
46225,13 |
58181,30 |
|
|
|
|
|
|
|
|
|
|
|
|
19 |
10 |
4354,25 |
50,11 |
46,56 |
757,30 |
5208,21 |
50629,49 |
63389,51 |
|
|
|
|
|
|
|
|
|
|
|
|
20 |
0 |
4440,64 |
51,19 |
47,54 |
773,59 |
5312,95 |
55121,32 |
68702,47 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
suma |
68702,47 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2.2. Obciążenie wiatrem: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2.2.1. Obciążenie charakterystyczne wiatrem |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2.2.2. Określenie charakterystycznego ciśnienia wiatru |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Obiekt znajduje się w |
|
IIa |
strefie wiatrowej. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
450 |
[Pa] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
540 |
[Pa]= |
0,54 |
[kPa] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2.2.3. Współczynnik eksploatacji Ce |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
obiekt znajduje się w terenie typu: A. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Współczynniki eksploatacji Ce |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Lp. |
zi [m] |
Cei |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
199 |
2,296 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1 |
190 |
2,260 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2 |
180 |
2,220 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3 |
170 |
2,180 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4 |
160 |
2,140 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
5 |
150 |
2,100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
6 |
140 |
2,060 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
7 |
130 |
2,020 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8 |
120 |
1,980 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
9 |
110 |
1,940 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10 |
100 |
1,900 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
11 |
90 |
1,833 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
12 |
80 |
1,766 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
13 |
70 |
1,699 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
14 |
60 |
1,632 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
15 |
50 |
1,565 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
16 |
40 |
1,500 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
17 |
30 |
1,350 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
18 |
20 |
1,200 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
19 |
10 |
1,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20 |
0 |
1,000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2.2.4. Współczynnik ujmujący konsekwencje założeń modelowych |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1,3 |
dla kominów od 100 do 250 [m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2.2.5. Współczynnik dzialania porywów wiatru |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Sprawdzenie podatności komina: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g= |
9,81 |
[m/s2] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E= |
32 |
[Gpa] |
PN-B-03264:2002 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g2= |
0,25 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g1= |
0,5 |
|
0,5 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
d2= |
6,9 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
d1= |
10,88 |
|
|
0,634191176470589 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
A= |
1,44741148261301 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B= |
0,447213595499958 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
C= |
2,215 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
K= |
1,33765074687364 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
I= |
220,104275867658 |
[m4] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
476,460225028735 |
[kN/m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
T= |
4,39884320865659 |
[s] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Logarytmiczny dekrement tłumienia |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
komin jest budowlą podatną |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Częstotliwość drgań własnych komina |
|
|
0,227332494604963 |
[Hz] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
27 |
wg tablicy 2 PN-77/B-02011 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2,296 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
40,9119053577318 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1769,11 |
[m2] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
199 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8,89 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,177511314746524 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Wyznaczenie współczynnika Ko |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
6,66796110180188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,274026030350686 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Wyznaczenie współczynnika |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2,54692691166972 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Wyznaczenie współczynnika kb |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,044673366834171 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
-0,018367938958139 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
-0,070241142821023 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2,01240675152325 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1,12594629430095 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Wyznaczenie współczynnika |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3,319494046925 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Wyznaczenie wartości współczynnika |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2,18750080790427 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
współczynnik chropowatości dla terenu A: |
|
|
|
r= |
0,08 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Przyjmujemy β=2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Współczynniki eksploatacji Ce |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Lp. |
zi [m] |
Cei |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
199 |
2,296 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1 |
190 |
2,260 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2 |
180 |
2,220 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3 |
170 |
2,180 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4 |
160 |
2,140 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
5 |
150 |
2,100 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
6 |
140 |
2,060 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
7 |
130 |
2,020 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8 |
120 |
1,980 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
9 |
110 |
1,940 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10 |
100 |
1,900 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
11 |
90 |
1,833 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
12 |
80 |
1,766 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
13 |
70 |
1,699 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
14 |
60 |
1,632 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
15 |
50 |
1,565 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
16 |
40 |
1,500 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
17 |
30 |
1,350 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
18 |
20 |
1,200 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
19 |
10 |
1,000 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20 |
0 |
1,000 |
2,188 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Współczynnik aerodynamiczny |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
to |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
to |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
22,384701912261 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,691601978684305 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2,40021419851379 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABELA 4: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Obciążenie komina wiatrem |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr |
poziom |
|
|
p [kPa] |
p [kPa] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
segmentu |
przekroju |
faza |
faza |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
[ m ] |
[kPa] |
[kPa] |
montazu |
eksploat. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1 |
199 |
2,43844769902109 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
190 |
2,40021419851379 |
2,41933094876744 |
1,93546475901395 |
2,90319713852093 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2 |
190 |
2,40021419851379 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
180 |
2,35773253128346 |
2,37897336489862 |
1,9031786919189 |
2,85476803787835 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3 |
180 |
2,35773253128346 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
170 |
2,31525086405313 |
2,33649169766829 |
1,86919335813463 |
2,80379003720195 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4 |
170 |
2,31525086405313 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
160 |
2,27276919682279 |
2,29401003043796 |
1,83520802435037 |
2,75281203652555 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
5 |
160 |
2,27276919682279 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
150 |
2,23028752959246 |
2,25152836320763 |
1,8012226905661 |
2,70183403584915 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
6 |
150 |
2,23028752959246 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
140 |
2,18780586236213 |
2,20904669597729 |
1,76723735678184 |
2,65085603517275 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
7 |
140 |
2,18780586236213 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
130 |
2,1453241951318 |
2,16656502874696 |
1,73325202299757 |
2,59987803449635 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8 |
130 |
2,1453241951318 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
120 |
2,10284252790146 |
2,12408336151663 |
1,6992666892133 |
2,54890003381995 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
9 |
120 |
2,10284252790146 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
110 |
2,06036086067113 |
2,0816016942863 |
1,66528135542904 |
2,49792203314355 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10 |
110 |
2,06036086067113 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
100 |
2,0178791934408 |
2,03912002705596 |
1,63129602164477 |
2,44694403246716 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
11 |
100 |
2,0178791934408 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
90 |
1,94672240082999 |
1,98230079713539 |
1,58584063770832 |
2,37876095656247 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
12 |
90 |
1,94672240082999 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
80 |
1,87556560821918 |
1,91114400452459 |
1,52891520361967 |
2,2933728054295 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
13 |
80 |
1,87556560821918 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
70 |
1,80440881560838 |
1,83998721191378 |
1,47198976953102 |
2,20798465429654 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
14 |
70 |
1,80440881560838 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
60 |
1,73325202299757 |
1,76883041930297 |
1,41506433544238 |
2,12259650316357 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
15 |
60 |
1,73325202299757 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
50 |
1,66209523038676 |
1,69767362669217 |
1,35813890135373 |
2,0372083520306 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
16 |
50 |
1,66209523038676 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
40 |
1,59306252113747 |
1,62757887576212 |
1,30206310060969 |
1,95309465091454 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
17 |
40 |
1,59306252113747 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
30 |
1,43375626902372 |
1,5134093950806 |
1,21072751606448 |
1,81609127409672 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
18 |
30 |
1,43375626902372 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20 |
1,27445001690998 |
1,35410314296685 |
1,08328251437348 |
1,62492377156022 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
19 |
20 |
1,27445001690998 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10 |
1,06204168075831 |
1,16824584883415 |
0,934596679067317 |
1,40189501860097 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20 |
10 |
1,06204168075831 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0 |
1,06204168075831 |
1,06204168075831 |
0,849633344606652 |
1,27445001690998 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABELA 5: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Siły wewnętrzne wywołane działaniem wiatru |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
obciążenie |
p [kPa] |
p [kPa] |
Faza |
Faza |
Faza |
Faza |
Moment |
|
|
|
|
|
|
|
|
|
|
|
|
Powierz |
wiatrem |
Faza |
Faza |
montażu |
eksploat. |
montazu |
eksploat. |
od wiatru |
|
|
|
|
|
|
|
|
|
|
|
|
odn. A |
danego |
montażu |
eksploat. |
|
|
Moment |
Moment |
charakt. |
|
|
|
|
|
|
|
|
|
|
|
Lp. |
[m2] |
segmentu |
|
|
|
|
[kNm] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
[kNm] |
[kNm] |
|
|
|
|
|
|
|
|
|
|
|
|
1 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
62,91 |
152,20010998696 |
1,93546475901395 |
2,90319713852093 |
121,760087989568 |
182,640131984352 |
547,920395953055 |
821,880593929582 |
684,900494941319 |
4,5 |
|
|
|
|
|
|
|
|
|
|
2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
71,8 |
170,810287599721 |
1,9031786919189 |
2,85476803787835 |
136,648230079777 |
204,972345119665 |
2448,76242624762 |
3673,14363937143 |
3060,95303280952 |
14,5 |
5 |
|
|
|
|
|
|
|
|
|
3 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
73,8 |
172,43308728792 |
1,86919335813463 |
2,80379003720195 |
137,946469830336 |
206,919704745504 |
4504,97707619707 |
8583,86693413912 |
6544,42200516809 |
24,5 |
15 |
|
|
|
|
|
|
|
|
|
4 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
75,8 |
173,885960307197 |
1,83520802435037 |
2,75281203652555 |
139,108768245758 |
208,663152368637 |
10381,6696763183 |
15572,5045144775 |
12977,0870953979 |
34,5 |
25 |
|
|
|
|
|
|
|
|
|
5 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
77,8 |
175,168906657553 |
1,8012226905661 |
2,70183403584915 |
140,135125326043 |
210,202687989064 |
17747,4723277911 |
24655,4712966044 |
21201,4718121978 |
44,5 |
35 |
|
|
|
|
|
|
|
|
|
6 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
79,8 |
176,281926338988 |
1,76723735678184 |
2,65085603517275 |
141,025541071191 |
211,538311606786 |
23898,0953844737 |
35847,1430767106 |
29872,6192305921 |
54,5 |
45 |
|
|
|
|
|
|
|
|
|
7 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
81,8 |
177,225019351501 |
1,73325202299757 |
2,59987803449635 |
141,780015481201 |
212,670023221802 |
32773,2376873064 |
49159,8565309596 |
40966,547109133 |
64,5 |
55 |
|
|
|
|
|
|
|
|
|
8 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
83,8 |
177,998185695093 |
1,6992666892133 |
2,54890003381995 |
142,398548556075 |
213,597822834112 |
43069,2728103255 |
64603,9092154883 |
53836,5910129069 |
74,5 |
65 |
|
|
|
|
|
|
|
|
|
9 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
85,8 |
178,601425369764 |
1,66528135542904 |
2,49792203314355 |
142,881140295811 |
214,321710443717 |
54791,7063776041 |
82187,5595664061 |
68489,6329720051 |
84,5 |
75 |
|
|
|
|
|
|
|
|
|
10 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
87,8 |
179,034738375514 |
1,63129602164477 |
2,44694403246716 |
143,227790700411 |
214,841686050616 |
67944,6845998637 |
101917,026899796 |
84930,8557498296 |
94,5 |
85 |
|
|
|
|
|
|
|
|
|
11 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
89,8 |
178,010611582758 |
1,58584063770832 |
2,37876095656247 |
142,408489266207 |
213,61273389931 |
82525,8442219564 |
123788,766332935 |
103157,305277446 |
104,5 |
95 |
|
|
|
|
|
|
|
|
|
12 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
91,8 |
175,443019615357 |
1,52891520361967 |
2,2933728054295 |
140,354415692286 |
210,531623538428 |
98520,8183688416 |
147781,227553262 |
123151,022961052 |
114,5 |
105 |
|
|
|
|
|
|
|
|
|
13 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
93,8 |
172,590800477512 |
1,47198976953102 |
2,20798465429654 |
138,07264038201 |
207,108960573015 |
115907,927796098 |
173861,891694147 |
144884,909745123 |
124,5 |
115 |
|
|
|
|
|
|
|
|
|
14 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
95,8 |
169,453954169225 |
1,41506433544238 |
2,12259650316357 |
135,56316333538 |
203,34474500307 |
134663,216241942 |
201994,824362913 |
168329,020302427 |
134,5 |
125 |
|
|
|
|
|
|
|
|
|
15 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
97,7999999999999 |
166,032480690494 |
1,35813890135373 |
2,0372083520306 |
132,825984552395 |
199,238976828592 |
154760,450427224 |
232140,675640837 |
193450,563034031 |
144,5 |
135 |
|
|
|
|
|
|
|
|
|
16 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
99,7999999999999 |
162,432371801059 |
1,30206310060969 |
1,95309465091454 |
129,945897440847 |
194,918846161271 |
176171,544022473 |
264257,31603371 |
220214,430028091 |
154,5 |
145 |
|
|
|
|
|
|
|
|
|
17 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
101,8 |
154,065076419205 |
1,21072751606448 |
1,81609127409672 |
123,252061135364 |
184,878091703046 |
198848,627410603 |
298272,941115904 |
248560,784263254 |
164,5 |
155 |
|
|
|
|
|
|
|
|
|
18 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
103,8 |
140,555906239959 |
1,08328251437348 |
1,62492377156022 |
112,444724991967 |
168,667087487951 |
222985,306541849 |
334056,292094054 |
278520,799317952 |
174,5 |
165 |
|
|
|
|
|
|
|
|
|
19 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
105,8 |
123,600410806653 |
0,934596679067317 |
1,40189501860097 |
98,880328645322 |
148,320492967983 |
248706,923575375 |
374751,815913676 |
311729,369744526 |
184,5 |
175 |
|
|
|
|
|
|
|
|
|
20 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
107,8 |
114,488093185746 |
0,849633344606652 |
1,27445001690998 |
91,5904745485969 |
137,385711822895 |
275857,071632856 |
410957,941725275 |
343407,506679065 |
194,5 |
185 |
|
|
|
|
|
|
|
|
|
|
Hkk= |
3290,31237195818 |
[kN] |
|
Hko= |
3948,37484634982 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2.2.6. Uwzględnienie wpływu ugięcia II rzędu. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ho= |
199 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
No= |
68702,47 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
220,104275867658 |
[m4] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E= |
32 |
[Gpa] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,621512709783628 |
- Należy wyznaczyć dodatkowe momenty zginające |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABELA 6: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Moment |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr |
poziom |
z |
od wiatru |
f |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
segmentu |
przekroju |
[m] |
charakt. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
[ m ] |
|
[kNm] |
|
[kNm] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1 |
199 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
190 |
194,5 |
684,900494941319 |
0,000831009165674 |
0,219853468951959 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2 |
190 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
180 |
185 |
3060,95303280952 |
0,007783443872731 |
9,20298030124423 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3 |
180 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
170 |
175 |
6544,42200516809 |
0,022069794440753 |
55,7917023369348 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4 |
170 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
160 |
165 |
12977,0870953979 |
0,042679268416018 |
213,941095030537 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
5 |
160 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
150 |
155 |
21201,4718121978 |
0,068774366009487 |
563,238891337172 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
6 |
150 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
140 |
145 |
29872,6192305921 |
0,099517587432123 |
1148,34708102735 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
7 |
140 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
130 |
135 |
40966,547109133 |
0,134071432894885 |
2121,6104225665 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8 |
130 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
120 |
125 |
53836,5910129069 |
0,171598402608736 |
3568,54207285042 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
9 |
120 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
110 |
115 |
68489,6329720051 |
0,211260996784635 |
5589,12975353272 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10 |
110 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
100 |
105 |
84930,8557498296 |
0,252221715633545 |
8274,61896110353 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
11 |
100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
90 |
95 |
103157,305277446 |
0,293643059366426 |
11700,9131964357 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
12 |
90 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
80 |
85 |
123151,022961052 |
0,33468752819424 |
15921,2653800264 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
13 |
80 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
70 |
75 |
144884,909745123 |
0,374517622327947 |
20960,2008869867 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
14 |
70 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
60 |
65 |
168329,020302427 |
0,412295841978509 |
26808,220027159 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
15 |
60 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
50 |
55 |
193450,563034031 |
0,447184687356887 |
33416,1914550256 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
16 |
50 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
40 |
45 |
220214,430028091 |
0,478346658674043 |
40690,0803005664 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
17 |
40 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
30 |
35 |
248560,784263254 |
0,504944256140935 |
48481,5030359227 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
18 |
30 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20 |
25 |
278520,799317952 |
0,526139979968528 |
56605,5435945628 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
19 |
20 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10 |
15 |
311729,369744526 |
0,54109633036778 |
65155,688551661 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20 |
10 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0 |
5 |
343407,506679065 |
0,548975807549654 |
72822,0698925728 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2.3. Obciążenie termiczne komina |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Tmax= |
120 |
[C] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
144 |
[C] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
W obliczeniach należy uwzględnić dwie sytuacje zwiazane z sezonowoscią: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1) dla uzyskania maksymalnej roznicy temperatur (zima) |
|
|
|
|
|
tz= |
-25 |
[C] |
|
|
|
|
|
|
|
|
|
|
|
|
2) dla oblicvzenia maksymalnej temperatury materiałow (lato) |
|
|
|
|
|
tz= |
35 |
[C] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Współczynnik przenikania ciepła k |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10 |
[m/s] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
18 |
[m/s] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Współczynmnik odpływu ciepła na zewnętrznej stronie trzonu |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
24 |
dla zewnętrznej powierzchni trzonu |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8 |
przy obliczaniu maksymalnej temperatury materiałow dla zewnętrznej |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
powierzchni trzonu |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Współczynnik przewodności cieplnej |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1,51 |
[W/mK] |
dla żelbetu |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,07 |
[W/mK] |
dla szkła piankowego |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,96 |
[W/mK] |
dla cegły szamotowej |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Współczynniki poprawkowe uwzględniające wpływ zakrzywienia ściany |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Spadek temperatury na i-tej warstwie przegrody obliczamy wg wzoru: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Temperature na krawedzi dowolnej warstwy przegrody oblicza się wg wzoru: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Spadek temperatury związany ze współczynnikiem napływu powietrza |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Spadek temperatury związany ze współczynnikiem odpływu powietrza |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Przyjmujemy, iż temperatura gazów w trzonie obniża się wraz |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ze wzrostem wysokości komina o 0,5 st.C /1[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Wlot gazów do komina znajduje się na wysokości |
|
|
|
|
hf= |
199 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABLICA 7: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Obliczenie różnicy temperatur - okres letni |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr segmentu |
Poziom przekroju [m] |
Grubość płaszcza[m] |
Grubość izolacji [m] |
Grubość wymurówki [m] |
Promień zewnętrzny płaszcza [m] |
Promień zewnętrzny izolacji ri [m] |
Promień zewnętrzny wymurówki [m] |
|
|
|
|
|
Spadek
|
Spadek
|
Spadek
|
|
|
Temperatura zewnętrzna płaszcza [C] |
Temperatura zewnętrzna powietrza [C] |
|
1 |
199 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
190 |
0,25 |
0,08 |
0,12 |
3,54 |
3,29 |
3,21 |
1,08 |
1,10 |
59,50 |
24,50 |
0,58 |
1,97 |
17,58 |
2,37 |
0,79 |
1,79 |
36,79 |
35 |
|
2 |
190 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
180 |
0,25 |
0,08 |
0,12 |
3,64 |
3,39 |
3,31 |
1,07 |
1,10 |
64,00 |
29,00 |
0,58 |
2,33 |
20,80 |
2,81 |
0,94 |
2,12 |
37,12 |
35 |
|
3 |
180 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
170 |
0,25 |
0,08 |
0,12 |
3,74 |
3,49 |
3,41 |
1,07 |
1,10 |
69,00 |
34,00 |
0,59 |
2,73 |
24,38 |
3,30 |
1,11 |
2,49 |
37,49 |
35 |
|
4 |
170 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
160 |
0,25 |
0,08 |
0,12 |
3,84 |
3,59 |
3,51 |
1,07 |
1,09 |
74,00 |
39,00 |
0,59 |
3,13 |
27,96 |
3,79 |
1,27 |
2,86 |
37,86 |
35 |
|
5 |
160 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
150 |
0,30 |
0,08 |
0,12 |
3,94 |
3,64 |
3,56 |
1,08 |
1,11 |
79,00 |
44,00 |
0,57 |
3,47 |
31,02 |
4,98 |
1,39 |
3,13 |
38,13 |
35 |
|
6 |
150 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
140 |
0,30 |
0,08 |
0,12 |
4,04 |
3,74 |
3,66 |
1,08 |
1,10 |
84,00 |
49,00 |
0,57 |
3,86 |
34,53 |
5,56 |
1,55 |
3,50 |
38,50 |
35 |
|
7 |
140 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
130 |
0,30 |
0,08 |
0,12 |
4,14 |
3,84 |
3,76 |
1,08 |
1,10 |
89,00 |
54,00 |
0,57 |
4,25 |
38,04 |
6,13 |
1,72 |
3,86 |
38,86 |
35 |
|
8 |
130 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
120 |
0,30 |
0,08 |
0,12 |
4,24 |
3,94 |
3,86 |
1,08 |
1,10 |
94,00 |
59,00 |
0,57 |
4,64 |
41,55 |
6,71 |
1,88 |
4,22 |
39,22 |
35 |
|
9 |
120 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
110 |
0,35 |
0,08 |
0,12 |
4,34 |
3,99 |
3,91 |
1,09 |
1,11 |
99,00 |
64,00 |
0,56 |
4,95 |
44,34 |
8,27 |
1,98 |
4,46 |
39,46 |
35 |
|
10 |
110 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
100 |
0,35 |
0,08 |
0,12 |
4,44 |
4,09 |
4,01 |
1,09 |
1,11 |
104,00 |
69,00 |
0,56 |
5,33 |
47,79 |
8,93 |
2,14 |
4,81 |
39,81 |
35 |
|
11 |
100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
90 |
0,35 |
0,08 |
0,12 |
4,54 |
4,19 |
4,11 |
1,08 |
1,10 |
109,00 |
74,00 |
0,56 |
5,71 |
51,23 |
9,59 |
2,30 |
5,17 |
40,17 |
35 |
|
12 |
90 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
80 |
0,35 |
0,08 |
0,12 |
4,64 |
4,29 |
4,21 |
1,08 |
1,10 |
114,00 |
79,00 |
0,56 |
6,09 |
54,67 |
10,25 |
2,46 |
5,53 |
40,53 |
35 |
|
13 |
80 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
70 |
0,40 |
0,08 |
0,12 |
4,74 |
4,34 |
4,26 |
1,09 |
1,11 |
119,00 |
84,00 |
0,55 |
6,37 |
57,21 |
12,14 |
2,55 |
5,73 |
40,73 |
35 |
|
14 |
70 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
60 |
0,40 |
0,08 |
0,12 |
4,84 |
4,44 |
4,36 |
1,09 |
1,11 |
124,00 |
89,00 |
0,55 |
6,75 |
60,59 |
12,88 |
2,70 |
6,08 |
41,08 |
35 |
|
15 |
60 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
50 |
0,40 |
0,08 |
0,12 |
4,94 |
4,54 |
4,46 |
1,09 |
1,11 |
129,00 |
94,00 |
0,55 |
7,12 |
63,97 |
13,63 |
2,86 |
6,43 |
41,43 |
35 |
|
16 |
50 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
40 |
0,45 |
0,08 |
0,12 |
5,04 |
4,59 |
4,51 |
1,10 |
1,12 |
134,00 |
99,00 |
0,53 |
7,38 |
66,32 |
15,75 |
2,94 |
6,61 |
41,61 |
35 |
|
17 |
40 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
30 |
0,45 |
0,08 |
0,12 |
5,14 |
4,69 |
4,61 |
1,10 |
1,11 |
139,00 |
104,00 |
0,53 |
7,75 |
69,64 |
16,57 |
3,09 |
6,95 |
41,95 |
35 |
|
18 |
30 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20 |
0,45 |
0,08 |
0,12 |
5,24 |
4,79 |
4,71 |
1,09 |
1,11 |
144,00 |
109,00 |
0,54 |
8,12 |
72,96 |
17,39 |
3,24 |
7,29 |
42,29 |
35 |
|
19 |
20 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10 |
0,50 |
0,08 |
0,12 |
5,34 |
4,84 |
4,76 |
1,10 |
1,12 |
144,00 |
109,00 |
0,52 |
7,99 |
71,85 |
18,87 |
3,17 |
7,12 |
42,12 |
35 |
|
20 |
10 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0 |
0,50 |
0,08 |
0,12 |
5,44 |
4,94 |
4,86 |
1,10 |
1,12 |
144,00 |
109,00 |
0,52 |
7,98 |
71,82 |
18,90 |
3,17 |
7,13 |
42,13 |
35 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABLICA 8: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Obliczenie różnicy temperatur - okres zimowy |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr segmentu |
Poziom przekroju [m] |
Grubość płaszcza[m] |
Grubość izolacji [m] |
Grubość wymurówki [m] |
Promień zewnętrzny płaszcza [m] |
Promień zewnętrzny izolacji ri [m] |
Promień zewnętrzny wymurówki [m] |
|
|
|
|
Spadek
|
Spadek
|
Spadek
|
|
|
Temperatura zewnętrzna płaszcza [C] |
Temperatura zewnętrzna powietrza [C] |
|
1 |
199 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
190 |
0,25 |
0,08 |
0,12 |
3,54 |
3,29 |
3,21 |
1,08 |
1,10 |
61,50 |
86,50 |
0,61 |
7,31 |
65,24 |
8,78 |
2,95 |
2,21 |
-22,79 |
-25 |
|
2 |
190 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
180 |
0,25 |
0,08 |
0,12 |
3,64 |
3,39 |
3,31 |
1,07 |
1,10 |
64,00 |
89,00 |
0,61 |
7,52 |
67,11 |
9,05 |
3,04 |
2,28 |
-22,72 |
-25 |
|
3 |
180 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
170 |
0,25 |
0,08 |
0,12 |
3,74 |
3,49 |
3,41 |
1,07 |
1,10 |
69,00 |
94,00 |
0,62 |
7,93 |
70,86 |
9,58 |
3,21 |
2,41 |
-22,59 |
-25 |
|
4 |
170 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
160 |
0,25 |
0,08 |
0,12 |
3,84 |
3,59 |
3,51 |
1,07 |
1,09 |
74,00 |
99,00 |
0,62 |
8,35 |
74,61 |
10,11 |
3,39 |
2,54 |
-22,46 |
-25 |
|
5 |
160 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
150 |
0,30 |
0,08 |
0,12 |
3,94 |
3,64 |
3,56 |
1,08 |
1,11 |
79,00 |
104,00 |
0,60 |
8,61 |
76,98 |
12,36 |
3,46 |
2,59 |
-22,41 |
-25 |
|
6 |
150 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
140 |
0,30 |
0,08 |
0,12 |
4,04 |
3,74 |
3,66 |
1,08 |
1,10 |
84,00 |
109,00 |
0,60 |
9,01 |
80,65 |
12,98 |
3,63 |
2,72 |
-22,28 |
-25 |
|
7 |
140 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
130 |
0,30 |
0,08 |
0,12 |
4,14 |
3,84 |
3,76 |
1,08 |
1,10 |
89,00 |
114,00 |
0,60 |
9,42 |
84,33 |
13,60 |
3,80 |
2,85 |
-22,15 |
-25 |
|
8 |
130 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
120 |
0,30 |
0,08 |
0,12 |
4,24 |
3,94 |
3,86 |
1,08 |
1,10 |
94,00 |
119,00 |
0,60 |
9,82 |
88,00 |
14,22 |
3,98 |
2,98 |
-22,02 |
-25 |
|
9 |
120 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
110 |
0,35 |
0,08 |
0,12 |
4,34 |
3,99 |
3,91 |
1,09 |
1,11 |
99,00 |
124,00 |
0,58 |
10,06 |
90,10 |
16,80 |
4,03 |
3,02 |
-21,98 |
-25 |
|
10 |
110 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
100 |
0,35 |
0,08 |
0,12 |
4,44 |
4,09 |
4,01 |
1,09 |
1,11 |
104,00 |
129,00 |
0,59 |
10,45 |
93,70 |
17,51 |
4,20 |
3,15 |
-21,85 |
-25 |
|
11 |
100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
90 |
0,35 |
0,08 |
0,12 |
4,54 |
4,19 |
4,11 |
1,08 |
1,10 |
109,00 |
134,00 |
0,59 |
10,85 |
97,30 |
18,21 |
4,37 |
3,27 |
-21,73 |
-25 |
|
12 |
90 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
80 |
0,35 |
0,08 |
0,12 |
4,64 |
4,29 |
4,21 |
1,08 |
1,10 |
114,00 |
139,00 |
0,59 |
11,25 |
100,90 |
18,92 |
4,53 |
3,40 |
-21,60 |
-25 |
|
13 |
80 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
70 |
0,40 |
0,08 |
0,12 |
4,74 |
4,34 |
4,26 |
1,09 |
1,11 |
119,00 |
144,00 |
0,57 |
11,45 |
102,74 |
21,81 |
4,57 |
3,43 |
-21,57 |
-25 |
|
14 |
70 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
60 |
0,40 |
0,08 |
0,12 |
4,84 |
4,44 |
4,36 |
1,09 |
1,11 |
124,00 |
149,00 |
0,57 |
11,84 |
106,27 |
22,60 |
4,74 |
3,55 |
-21,45 |
-25 |
|
15 |
60 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
50 |
0,40 |
0,08 |
0,12 |
4,94 |
4,54 |
4,46 |
1,09 |
1,11 |
129,00 |
154,00 |
0,57 |
12,22 |
109,80 |
23,39 |
4,91 |
3,68 |
-21,32 |
-25 |
|
16 |
50 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
40 |
0,45 |
0,08 |
0,12 |
5,04 |
4,59 |
4,51 |
1,10 |
1,12 |
134,00 |
159,00 |
0,56 |
12,41 |
111,48 |
26,47 |
4,94 |
3,70 |
-21,30 |
-25 |
|
17 |
40 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
30 |
0,45 |
0,08 |
0,12 |
5,14 |
4,69 |
4,61 |
1,10 |
1,11 |
139,00 |
164,00 |
0,56 |
12,79 |
114,94 |
27,35 |
5,10 |
3,82 |
-21,18 |
-25 |
|
18 |
30 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20 |
0,45 |
0,08 |
0,12 |
5,24 |
4,79 |
4,71 |
1,09 |
1,11 |
144,00 |
169,00 |
0,56 |
13,17 |
118,40 |
28,22 |
5,26 |
3,95 |
-21,05 |
-25 |
|
19 |
20 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10 |
0,50 |
0,08 |
0,12 |
5,34 |
4,84 |
4,76 |
1,10 |
1,12 |
144,00 |
169,00 |
0,55 |
12,95 |
116,48 |
30,59 |
5,13 |
3,85 |
-21,15 |
-25 |
|
20 |
10 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0 |
0,50 |
0,08 |
0,12 |
5,44 |
4,94 |
4,86 |
1,10 |
1,12 |
144,00 |
169,00 |
0,55 |
12,94 |
116,43 |
30,63 |
5,14 |
3,85 |
-21,15 |
-25 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3.0. Sprawdzenie nośności komina. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Minimalny stopien zbrojenia: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
a) kierunek pionowy |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
b) kierunek poziomy |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3.1. Sprawdzenie nośności komina w stanie montażu. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
W stanie montazu napreżenia w betonie musza spelniac nastepujacy warunek: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
fck= |
30 |
[MPa] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
fyk= |
355 |
[MPa] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E= |
30,5 |
[GPa] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Es= |
200 |
[GPa] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
n= |
6,55737704918033 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Współczynniki uwzględniające mimośrodowe przyłożenie siły |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B= |
1,957 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
C= |
0,019 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Sprawdzenie nośności komina w stadium montażu. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Numer segmentu |
Poziom przekroju |
promień zewnętrzny |
promień wewnętrzny |
Grubość plaszcza |
obc. wiatrem |
Powierz. Odniesienia A |
Siła pozioma |
Ciężar segmentu |
moment od wiatru |
rs |
e0 |
e0/rs |
B |
C |
Ab |
σb |
σbdop |
σa |
σsdop |
|
|
|
|
μ=0,3% |
μ=0,3% |
|
|
|
|
|
|
|
|
[ - ] |
t. Z6-1 |
t. Z6-2 |
|
|
|
|
|
|
[m] |
[m] |
[m] |
[m] |
[kPa] |
[m2] |
[kN] |
[kN] |
[kNm] |
[m] |
[m] |
M/N |
|
|
[m2] |
[kPa] |
[kPa] |
[kPa] |
[kPa] |
|
1 |
199 |
3,45 |
3,2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
190 |
3,54 |
3,29 |
0,25 |
1,93546475901395 |
62,91 |
121,760087989568 |
1682,42 |
547,92 |
3,415 |
0,325673765767347 |
0,095365670795709 |
1,957 |
0,019 |
5,36426945600457 |
613,78 |
12200 |
11,66 |
120000 |
|
2 |
190 |
3,54 |
3,29 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
180 |
3,64 |
3,39 |
0,25 |
1,9031786919189 |
71,8 |
136,648230079777 |
3058,78 |
2448,76 |
3,515 |
0,800567754853103 |
0,227757540498749 |
1,957 |
0,019 |
5,52134908868406 |
1084,16 |
12200 |
20,60 |
120000 |
|
3 |
180 |
3,64 |
3,39 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
170 |
3,74 |
3,49 |
0,25 |
1,86919335813463 |
73,8 |
137,946469830336 |
4474,90 |
4504,98 |
3,615 |
1,00672033725271 |
0,278484187345149 |
1,957 |
0,019 |
5,67842872136355 |
1542,22 |
12200 |
29,30 |
120000 |
|
4 |
170 |
3,74 |
3,49 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
160 |
3,84 |
3,59 |
0,25 |
1,83520802435037 |
75,8 |
139,108768245758 |
5930,79 |
10381,67 |
3,715 |
1,75047084493807 |
0,471189998637435 |
1,957 |
0,019 |
5,83550835404304 |
1988,95 |
12200 |
37,79 |
120000 |
|
5 |
160 |
3,84 |
3,54 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
150 |
3,94 |
3,64 |
0,3 |
1,8012226905661 |
77,8 |
140,135125326043 |
7713,48 |
17747,47 |
3,79 |
2,3008374648836 |
0,607081125299104 |
1,957 |
0,019 |
7,14398169426319 |
2113,01 |
12200 |
40,15 |
120000 |
|
6 |
150 |
3,94 |
3,64 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
140 |
4,04 |
3,74 |
0,3 |
1,76723735678184 |
79,8 |
141,025541071191 |
9543,89 |
23898,10 |
3,89 |
2,50401951892301 |
0,643706817203859 |
1,957 |
0,019 |
7,33247725347858 |
2547,22 |
12200 |
48,40 |
120000 |
|
7 |
140 |
4,04 |
3,74 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
130 |
4,14 |
3,84 |
0,3 |
1,73325202299757 |
81,8 |
141,780015481201 |
11422,02 |
32773,24 |
3,99 |
2,86930412097833 |
0,719123839844193 |
1,957 |
0,019 |
7,52097281269396 |
2972,07 |
12200 |
56,47 |
120000 |
|
8 |
130 |
4,14 |
3,84 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
120 |
4,24 |
3,94 |
0,3 |
1,6992666892133 |
83,8 |
142,398548556075 |
13347,85 |
43069,27 |
4,09 |
3,22668202245179 |
0,788919809890412 |
1,957 |
0,019 |
7,70946837190935 |
3388,27 |
12200 |
64,38 |
120000 |
|
9 |
120 |
4,24 |
3,89 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
110 |
4,34 |
3,99 |
0,35 |
1,66528135542904 |
85,8 |
142,881140295811 |
15636,24 |
54791,71 |
4,165 |
3,50414918539196 |
0,841332337429042 |
1,957 |
0,019 |
9,15931338154104 |
3340,87 |
12200 |
63,48 |
120000 |
|
10 |
110 |
4,34 |
3,99 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
100 |
4,44 |
4,09 |
0,35 |
1,63129602164477 |
87,8 |
143,227790700411 |
17980,29 |
67944,68 |
4,265 |
3,77884315218341 |
0,886012462411117 |
1,957 |
0,019 |
9,37922486729232 |
3751,63 |
12200 |
71,28 |
120000 |
|
11 |
100 |
4,44 |
4,09 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
90 |
4,54 |
4,19 |
0,35 |
1,58584063770832 |
89,8 |
142,408489266207 |
20380,00 |
82525,84 |
4,365 |
4,04935399567602 |
0,927687055137692 |
1,957 |
0,019 |
9,59913635304361 |
4154,92 |
12200 |
78,94 |
120000 |
|
12 |
90 |
4,54 |
4,19 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
80 |
4,64 |
4,29 |
0,35 |
1,52891520361967 |
91,8 |
140,354415692286 |
22835,38 |
98520,82 |
4,465 |
4,31439310184956 |
0,96626945170203 |
1,957 |
0,019 |
9,81904783879489 |
4551,24 |
12200 |
86,47 |
120000 |
|
13 |
80 |
4,64 |
4,24 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
70 |
4,74 |
4,34 |
0,4 |
1,47198976953102 |
93,8 |
138,07264038201 |
25689,05 |
115907,93 |
4,54 |
4,51195876333578 |
0,993823516153257 |
1,957 |
0,019 |
11,4102645178381 |
4405,99 |
12200 |
83,71 |
120000 |
|
14 |
70 |
4,74 |
4,34 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
60 |
4,84 |
4,44 |
0,4 |
1,41506433544238 |
95,8 |
135,56316333538 |
28606,33 |
134663,22 |
4,64 |
4,70746192064808 |
1,01453920703623 |
1,957 |
0,019 |
11,6615919301253 |
4800,60 |
12200 |
91,21 |
120000 |
|
15 |
60 |
4,84 |
4,44 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
50 |
4,94 |
4,54 |
0,4 |
1,35813890135373 |
97,7999999999999 |
132,825984552395 |
31587,23 |
154760,45 |
4,74 |
4,89946228692279 |
1,03364183268413 |
1,957 |
0,019 |
11,9129193424125 |
5189,01 |
12200 |
98,59 |
120000 |
|
16 |
50 |
4,94 |
4,49 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
40 |
5,04 |
4,59 |
0,45 |
1,30206310060969 |
99,7999999999999 |
129,945897440847 |
34994,20 |
176171,54 |
4,815 |
5,0343068611739 |
1,0455465962978 |
1,957 |
0,019 |
13,6140917643314 |
5030,35 |
12200 |
95,58 |
120000 |
|
17 |
40 |
5,04 |
4,59 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
30 |
5,14 |
4,69 |
0,45 |
1,21072751606448 |
101,8 |
123,252061135364 |
38472,74 |
198848,63 |
4,915 |
5,16855917583951 |
1,05158884554212 |
1,957 |
0,019 |
13,8968351031544 |
5417,86 |
12200 |
102,94 |
120000 |
|
18 |
30 |
5,14 |
4,69 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20 |
5,24 |
4,79 |
0,45 |
1,08328251437348 |
103,8 |
112,444724991967 |
42022,85 |
222985,31 |
5,015 |
5,30628752903178 |
1,05808325603824 |
1,957 |
0,019 |
14,1795784419775 |
5799,80 |
12200 |
110,20 |
120000 |
|
19 |
20 |
5,24 |
4,74 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10 |
5,34 |
4,84 |
0,5 |
0,934596679067317 |
105,8 |
98,880328645322 |
46026,81 |
248706,92 |
5,09 |
5,40352336257682 |
1,06159594549643 |
1,957 |
0,019 |
15,990706606772 |
5632,93 |
12200 |
107,03 |
120000 |
|
20 |
10 |
5,34 |
4,84 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0 |
5,44 |
4,94 |
0,5 |
0,849633344606652 |
107,8 |
91,5904745485969 |
50110,29 |
275857,07 |
5,19 |
5,50499875079609 |
1,0606934009241 |
1,957 |
0,019 |
16,304865872131 |
6014,51 |
12200 |
114,28 |
120000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3.2. Sprawdzenie nośności komina w stanie eksploatacji. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
W stanie eksploatacji napreżenia w betonie musza spelniac nastepujacy warunek: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Naprężenia w stali muszą spełniać warunek: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Sprawdzenie nośności komina w stadium eksploatacji. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Numer segmentu |
Poziom przekroju |
promień zewnętrzny |
promień wewnętrzny |
Grubość plaszcza |
obc. wiatrem |
Powierz. Odniesienia A |
Siła pozioma |
Ciężar segmentu |
moment od wiatru |
rs |
e0 |
e0/rs |
B |
C |
Ab |
σb |
σbdop |
σa |
σsdop |
|
μ=0,3% |
μ=0,3% |
|
[ - ] |
t. Z6-1 |
t. Z6-2 |
|
[m] |
[m] |
[m] |
[m] |
[kPa] |
[m2] |
[kN] |
[kN] |
[kNm] |
[m] |
[m] |
M/N |
|
|
[m2] |
[kPa] |
[kPa] |
[kPa] |
[kPa] |
|
1 |
199 |
3,45 |
3,2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
190 |
3,54 |
3,29 |
0,25 |
2,90319713852093 |
62,91 |
182,640131984352 |
2083,43 |
821,88 |
3,415 |
0,394484331146547 |
0,115515177495329 |
1,957 |
0,019 |
5,36426945600457 |
760,08 |
19825 |
14,44 |
140000 |
|
2 |
190 |
3,54 |
3,29 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
180 |
3,64 |
3,39 |
0,25 |
2,85476803787835 |
71,8 |
204,972345119665 |
3918,97 |
3673,14 |
3,515 |
0,937273515493174 |
0,266649648788954 |
1,957 |
0,019 |
5,52134908868406 |
1389,05 |
19825 |
26,39 |
140000 |
|
3 |
180 |
3,64 |
3,39 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
170 |
3,74 |
3,49 |
0,25 |
2,80379003720195 |
73,8 |
206,919704745504 |
5808,59 |
8583,87 |
3,615 |
1,47778853933315 |
0,408793510188977 |
1,957 |
0,019 |
5,67842872136355 |
2001,86 |
19825 |
38,04 |
140000 |
|
4 |
170 |
3,74 |
3,49 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
160 |
3,84 |
3,59 |
0,25 |
2,75281203652555 |
75,8 |
208,663152368637 |
7752,30 |
15572,50 |
3,715 |
2,00875960353628 |
0,54071590943103 |
1,957 |
0,019 |
5,83550835404304 |
2599,82 |
19825 |
49,40 |
140000 |
|
5 |
160 |
3,84 |
3,54 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
150 |
3,94 |
3,64 |
0,3 |
2,70183403584915 |
77,8 |
210,202687989064 |
10029,98 |
24655,47 |
3,79 |
2,45817633331461 |
0,648595338605438 |
1,957 |
0,019 |
7,14398169426319 |
2747,58 |
19825 |
52,20 |
140000 |
|
6 |
150 |
3,94 |
3,64 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
140 |
4,04 |
3,74 |
0,3 |
2,65085603517275 |
79,8 |
211,538311606786 |
12369,71 |
35847,14 |
3,89 |
2,89797776246511 |
0,744981429939618 |
1,957 |
0,019 |
7,33247725347858 |
3301,41 |
19825 |
62,73 |
140000 |
|
7 |
140 |
4,04 |
3,74 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
130 |
4,14 |
3,84 |
0,3 |
2,59987803449635 |
81,8 |
212,670023221802 |
14771,47 |
49159,86 |
3,99 |
3,3280267448107 |
0,834091915992658 |
1,957 |
0,019 |
7,52097281269396 |
3843,62 |
19825 |
73,03 |
140000 |
|
8 |
130 |
4,14 |
3,84 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
120 |
4,24 |
3,94 |
0,3 |
2,54890003381995 |
83,8 |
213,597822834112 |
17235,27 |
64603,91 |
4,09 |
3,74835390653988 |
0,916467947809261 |
1,957 |
0,019 |
7,70946837190935 |
4375,07 |
19825 |
83,13 |
140000 |
|
9 |
120 |
4,24 |
3,89 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
110 |
4,34 |
3,99 |
0,35 |
2,49792203314355 |
85,8 |
214,321710443717 |
20068,79 |
82187,56 |
4,165 |
4,09529241994104 |
0,983263486180323 |
1,957 |
0,019 |
9,15931338154104 |
4287,94 |
19825 |
81,47 |
140000 |
|
10 |
110 |
4,34 |
3,99 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
100 |
4,44 |
4,09 |
0,35 |
2,44694403246716 |
87,8 |
214,841686050616 |
22972,29 |
101917,03 |
4,265 |
4,43651933025735 |
1,04021555222916 |
1,957 |
0,019 |
9,37922486729232 |
4793,23 |
19825 |
91,07 |
140000 |
|
11 |
100 |
4,44 |
4,09 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
90 |
4,54 |
4,19 |
0,35 |
2,37876095656247 |
89,8 |
213,61273389931 |
25945,79 |
123788,77 |
4,365 |
4,77105405194943 |
1,09302498326447 |
1,957 |
0,019 |
9,59913635304361 |
5289,63 |
19825 |
100,50 |
140000 |
|
12 |
90 |
4,54 |
4,19 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
80 |
4,64 |
4,29 |
0,35 |
2,2933728054295 |
91,8 |
210,531623538428 |
28989,28 |
147781,23 |
4,465 |
5,0977894258651 |
1,14172215584885 |
1,957 |
0,019 |
9,81904783879489 |
5777,75 |
19825 |
109,78 |
140000 |
|
13 |
80 |
4,64 |
4,24 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
70 |
4,74 |
4,34 |
0,4 |
2,20798465429654 |
93,8 |
207,108960573015 |
32438,21 |
173861,89 |
4,54 |
5,35978665577818 |
1,18056974796876 |
1,957 |
0,019 |
11,4102645178381 |
5563,55 |
19825 |
105,71 |
140000 |
|
14 |
70 |
4,74 |
4,34 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
60 |
4,84 |
4,44 |
0,4 |
2,12259650316357 |
95,8 |
203,34474500307 |
35965,09 |
201994,82 |
4,64 |
5,6164138907706 |
1,21043402818332 |
1,957 |
0,019 |
11,6615919301253 |
6035,51 |
19825 |
114,67 |
140000 |
|
15 |
60 |
4,84 |
4,44 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
50 |
4,94 |
4,54 |
0,4 |
2,0372083520306 |
97,7999999999999 |
199,238976828592 |
39569,91 |
232140,68 |
4,74 |
5,8665961018929 |
1,23767850250905 |
1,957 |
0,019 |
11,9129193424125 |
6500,36 |
19825 |
123,51 |
140000 |
|
16 |
50 |
4,94 |
4,49 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
40 |
5,04 |
4,59 |
0,45 |
1,95309465091454 |
99,7999999999999 |
194,918846161271 |
43607,96 |
264257,32 |
4,815 |
6,05984109598198 |
1,25853397632025 |
1,957 |
0,019 |
13,6140917643314 |
6268,56 |
19825 |
119,10 |
140000 |
|
17 |
40 |
5,04 |
4,59 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
30 |
5,14 |
4,69 |
0,45 |
1,81609127409672 |
101,8 |
184,878091703046 |
47731,91 |
298272,94 |
4,915 |
6,24892134454849 |
1,27139803551343 |
1,957 |
0,019 |
13,8968351031544 |
6721,77 |
19825 |
127,71 |
140000 |
|
18 |
30 |
5,14 |
4,69 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20 |
5,24 |
4,79 |
0,45 |
1,62492377156022 |
103,8 |
168,667087487951 |
51941,75 |
334056,29 |
5,015 |
6,43136376177409 |
1,28242547592704 |
1,957 |
0,019 |
14,1795784419775 |
7168,76 |
19825 |
136,21 |
140000 |
|
19 |
20 |
5,24 |
4,74 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10 |
5,34 |
4,84 |
0,5 |
1,40189501860097 |
105,8 |
148,320492967983 |
56612,61 |
374751,82 |
5,09 |
6,61958230543685 |
1,30050732916245 |
1,957 |
0,019 |
15,990706606772 |
6928,45 |
19825 |
131,64 |
140000 |
|
20 |
10 |
5,34 |
4,84 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0 |
5,44 |
4,94 |
0,5 |
1,27445001690998 |
107,8 |
137,385711822895 |
61377,31 |
410957,94 |
5,19 |
6,6956001863017 |
1,29009637500996 |
1,957 |
0,019 |
16,304865872131 |
7366,84 |
19825 |
139,97 |
140000 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4.0. Sprawdzenie stanu granicznego użytkowania. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Wychylenie wierzchołka komina żelbetowego: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ho= |
199 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
yw,lim= |
0,995 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ΣWi= |
3290,31237195818 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Eb= |
30,5 |
[GPa] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Io= |
220,104275867658 |
[m4] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
yw = |
0,965623995975405 |
[m] |
< |
yw,lim= |
0,995 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Warunek spełniony |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
5.0. Wymiarowanie zbrojenia pionowego i poziomego trzonu komina. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Kominy w proaktyce wymiarujemy na minimalny stopien zbrojenia. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
a) kierunek pionowy |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
rmin=µ= |
0,003549295774648 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
b) kierunek poziomy |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
rminh=µh= |
0,001774647887324 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABLICA 11: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Zbrojenie pionowe płaszcza komina żelbetowego: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr segmentu |
Poziom przekroju |
rs [m] |
Obwód dla rs [m] |
Ab - pole betonu [m2] |
Grubość płaszcza [m] |
St. Zbrojenia ρ [-] |
As pole zbrojenia [cm2] |
średnica Ø [mm] |
Ilość prętów n [-] |
Ostatecznie przyjęte zbrojenie pionowe |
Pole pow. Przyjetego zbrojenia [cm2] |
|
|
|
|
|
|
L. Pretów zewnętrznych |
Rozstaw [cm] |
L. Pretów wewnętrznych |
Rozstaw [cm] |
|
|
|
|
|
|
|
|
|
|
|
|
1 |
199 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
190 |
3,415 |
21,4570778240183 |
5,22289778659303 |
0,25 |
0,003549295774648 |
185,376090453724 |
16 |
93 |
62 |
30 |
31 |
30 |
186,987594741665 |
|
|
|
|
|
|
2 |
190 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
180 |
3,515 |
22,0853963547362 |
5,36426945600458 |
0,25 |
0,003549295774648 |
190,393789142698 |
16 |
95 |
63 |
30 |
32 |
30 |
191,008833338259 |
|
|
|
|
|
|
3 |
180 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
170 |
3,615 |
22,7137148854542 |
5,52134908868406 |
0,25 |
0,003549295774648 |
195,969009908223 |
16 |
98 |
65 |
30 |
33 |
30 |
197,040691233152 |
|
|
|
|
|
|
4 |
170 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
160 |
3,715 |
23,3420334161722 |
5,67842872136355 |
0,25 |
0,003549295774648 |
201,544230673749 |
16 |
101 |
67 |
35 |
34 |
30 |
203,072549128044 |
|
|
|
|
|
|
5 |
160 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
150 |
3,79 |
23,8132723142106 |
6,9554861350478 |
0,3 |
0,003549295774648 |
246,870775497471 |
16 |
123 |
82 |
29 |
41 |
30 |
247,306173690589 |
|
|
|
|
|
|
6 |
150 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
140 |
3,89 |
24,4415908449286 |
7,14398169426319 |
0,3 |
0,003549295774648 |
253,561040416102 |
16 |
127 |
85 |
29 |
42 |
30 |
255,348650883778 |
|
|
|
|
|
|
7 |
140 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
130 |
3,99 |
25,0699093756465 |
7,33247725347857 |
0,3 |
0,003549295774648 |
260,251305334732 |
16 |
130 |
87 |
29 |
43 |
30 |
261,380508778671 |
|
|
|
|
|
|
8 |
130 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
120 |
4,09 |
25,6982279063645 |
7,52097281269396 |
0,3 |
0,003549295774648 |
266,941570253363 |
16 |
133 |
89 |
29 |
44 |
30 |
267,412366673563 |
|
|
|
|
|
|
9 |
120 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
110 |
4,165 |
26,169466804403 |
8,93940189578976 |
0,35 |
0,003549295774648 |
317,285813766059 |
16 |
158 |
105 |
25 |
53 |
30 |
317,677849131 |
|
|
|
|
|
|
10 |
110 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
100 |
4,265 |
26,7977853351209 |
9,15931338154105 |
0,35 |
0,003549295774648 |
325,091122837795 |
16 |
162 |
108 |
25 |
54 |
30 |
325,72032632419 |
|
|
|
|
|
|
11 |
100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
90 |
4,365 |
27,4261038658389 |
9,37922486729232 |
0,35 |
0,003549295774648 |
332,89643190953 |
16 |
166 |
111 |
25 |
55 |
30 |
333,76280351738 |
|
|
|
|
|
|
12 |
90 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
80 |
4,465 |
28,0544223965568 |
9,5991363530436 |
0,35 |
0,003549295774648 |
340,701740981266 |
16 |
170 |
113 |
25 |
57 |
30 |
341,80528071057 |
|
|
|
|
|
|
13 |
80 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
70 |
4,54 |
28,5256612945953 |
11,158937105551 |
0,4 |
0,003549295774648 |
396,063683182935 |
16 |
197 |
131 |
22 |
66 |
30 |
396,092001764601 |
|
|
|
|
|
|
14 |
70 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
60 |
4,64 |
29,1539798253133 |
11,4102645178381 |
0,4 |
0,003549295774648 |
404,984036407776 |
16 |
202 |
135 |
22 |
67 |
30 |
406,145098256089 |
|
|
|
|
|
|
15 |
60 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
50 |
4,74 |
29,7822983560312 |
11,6615919301253 |
0,4 |
0,003549295774648 |
413,904389632617 |
16 |
206 |
137 |
22 |
69 |
30 |
414,187575449278 |
|
|
|
|
|
|
16 |
50 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
40 |
4,815 |
30,2535372540697 |
13,3313484255083 |
0,45 |
0,003549295774648 |
473,168986370153 |
16 |
236 |
157 |
19 |
79 |
30 |
474,506154398202 |
|
|
|
|
|
|
17 |
40 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
30 |
4,915 |
30,8818557847876 |
13,6140917643314 |
0,45 |
0,003549295774648 |
483,204383748099 |
16 |
241 |
161 |
19 |
80 |
30 |
484,55925088969 |
|
|
|
|
|
|
18 |
30 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20 |
5,015 |
31,5101743155056 |
13,8968351031544 |
0,45 |
0,003549295774648 |
493,239781126045 |
16 |
246 |
164 |
19 |
82 |
30 |
494,612347381177 |
|
|
|
|
|
|
19 |
20 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10 |
5,09 |
31,9814132135441 |
15,6765473414131 |
0,5 |
0,003549295774648 |
556,407032399449 |
16 |
277 |
185 |
17 |
92 |
30 |
556,941545628399 |
|
|
|
|
|
|
20 |
10 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0 |
5,19 |
32,609731744262 |
15,990706606772 |
0,5 |
0,003549295774648 |
567,5574739305 |
16 |
283 |
189 |
17 |
94 |
30 |
569,005261418184 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
SUMA |
2296 |
----- |
1148 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABLICA 12: |
|
|
|
|
|
|
|
|
|
|
|
|
Zbrojenie wsporników: |
|
|
|
|
|
|
|
Zbrojenie poziome płaszcza komina żelbetowego: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr segmentu |
Poziom przekroju |
rs [m] |
Grubość płaszcza [m] |
Ab pole betonu [m2] |
St. Zbrojenia ρ [-] |
As-pole zbrojenia [cm2] |
średnica Ø [mm] |
Ilość prętów n [-] |
Pole pow. Zbrojenia n prętów [cm2] |
Rozstaw prętów zewnętrznych [cm] |
Pole pow. Przyjętego zbrojenia [cm2] |
|
nr preta |
Poziom przekroju |
a [m] |
długość całkowita [cm] |
ilość prętów |
|
|
|
1 |
199 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
190 |
3,415 |
0,25 |
0,25 |
0,001774647887324 |
4,43661971830986 |
16 |
5 |
10,0530964914873 |
20 |
10,0530964914873 |
|
13 |
190 |
0,3 |
224 |
111 |
|
|
|
2 |
190 |
|
|
|
|
|
|
|
|
|
|
|
|
190 |
|
|
|
|
|
|
180 |
3,515 |
0,25 |
0,25 |
0,001774647887324 |
4,43661971830986 |
16 |
5 |
10,0530964914873 |
20 |
10,0530964914873 |
|
|
180 |
0,3 |
224 |
114 |
|
|
|
3 |
180 |
|
|
|
|
|
|
|
|
|
|
|
|
180 |
|
|
|
|
|
|
170 |
3,615 |
0,25 |
0,25 |
0,001774647887324 |
4,43661971830986 |
16 |
5 |
10,0530964914873 |
20 |
10,0530964914873 |
|
|
170 |
0,3 |
224 |
117 |
|
|
|
4 |
170 |
|
|
|
|
|
|
|
|
|
|
|
|
170 |
|
|
|
|
|
|
160 |
3,715 |
0,25 |
0,25 |
0,001774647887324 |
4,43661971830986 |
16 |
5 |
10,0530964914873 |
20 |
10,0530964914873 |
|
14 |
160 |
0,3 |
224 |
120 |
|
|
|
5 |
160 |
|
|
|
|
|
|
|
|
|
|
|
|
160 |
|
|
|
|
|
|
150 |
3,79 |
0,3 |
0,3 |
0,001774647887324 |
5,32394366197183 |
16 |
5 |
10,0530964914873 |
20 |
10,0530964914873 |
|
|
150 |
0,35 |
229 |
123 |
|
|
|
6 |
150 |
|
|
|
|
|
|
|
|
|
|
|
|
150 |
|
|
|
|
|
|
140 |
3,89 |
0,3 |
0,3 |
0,001774647887324 |
5,32394366197183 |
16 |
5 |
10,0530964914873 |
20 |
10,0530964914873 |
|
|
140 |
0,35 |
229 |
126 |
|
|
|
7 |
140 |
|
|
|
|
|
|
|
|
|
|
|
|
140 |
|
|
|
|
|
|
130 |
3,99 |
0,3 |
0,3 |
0,001774647887324 |
5,32394366197183 |
16 |
5 |
10,0530964914873 |
20 |
10,0530964914873 |
|
15 |
130 |
0,35 |
229 |
129 |
|
|
|
8 |
130 |
|
|
|
|
|
|
|
|
|
|
|
|
130 |
|
|
|
|
|
|
120 |
4,09 |
0,3 |
0,3 |
0,001774647887324 |
5,32394366197183 |
16 |
5 |
10,0530964914873 |
20 |
10,0530964914873 |
|
|
120 |
0,35 |
229 |
132 |
|
|
|
9 |
120 |
|
|
|
|
|
|
|
|
|
|
|
|
120 |
|
|
|
|
|
|
110 |
4,165 |
0,35 |
0,35 |
0,001774647887324 |
6,2112676056338 |
16 |
5 |
10,0530964914873 |
20 |
10,0530964914873 |
|
|
110 |
0,4 |
234 |
135 |
|
|
|
10 |
110 |
|
|
|
|
|
|
|
|
|
|
|
|
110 |
|
|
|
|
|
|
100 |
4,265 |
0,35 |
0,35 |
0,001774647887324 |
6,2112676056338 |
16 |
4 |
8,04247719318987 |
25 |
8,04247719318987 |
|
16 |
100 |
0,4 |
234 |
138 |
|
|
|
11 |
100 |
|
|
|
|
|
|
|
|
|
|
|
|
100 |
|
|
|
|
|
|
90 |
4,365 |
0,35 |
0,35 |
0,001774647887324 |
6,2112676056338 |
16 |
4 |
8,04247719318987 |
25 |
8,04247719318987 |
|
|
90 |
0,4 |
234 |
141 |
|
|
|
12 |
90 |
|
|
|
|
|
|
|
|
|
|
|
|
90 |
|
|
|
|
|
|
80 |
4,465 |
0,35 |
0,35 |
0,001774647887324 |
6,2112676056338 |
16 |
4 |
8,04247719318987 |
25 |
8,04247719318987 |
|
|
80 |
0,4 |
234 |
144 |
|
|
|
13 |
80 |
|
|
|
|
|
|
|
|
|
|
|
|
80 |
|
|
|
|
|
|
70 |
4,54 |
0,4 |
0,4 |
0,001774647887324 |
7,09859154929577 |
16 |
4 |
8,04247719318987 |
25 |
8,04247719318987 |
|
17 |
70 |
0,45 |
239 |
146 |
|
|
|
14 |
70 |
|
|
|
|
|
|
|
|
|
|
|
|
70 |
|
|
|
|
|
|
60 |
4,64 |
0,4 |
0,4 |
0,001774647887324 |
7,09859154929577 |
16 |
4 |
8,04247719318987 |
25 |
8,04247719318987 |
|
|
60 |
0,45 |
239 |
150 |
|
|
|
15 |
60 |
|
|
|
|
|
|
|
|
|
|
|
|
60 |
|
|
|
|
|
|
50 |
4,74 |
0,4 |
0,4 |
0,001774647887324 |
7,09859154929577 |
16 |
4 |
8,04247719318987 |
25 |
8,04247719318987 |
|
|
50 |
0,45 |
239 |
153 |
|
|
|
16 |
50 |
|
|
|
|
|
|
|
|
|
|
|
|
50 |
|
|
|
|
|
|
40 |
4,815 |
0,45 |
0,45 |
0,001774647887324 |
7,98591549295775 |
16 |
4 |
8,04247719318987 |
25 |
8,04247719318987 |
|
18 |
40 |
0,5 |
244 |
155 |
|
|
|
17 |
40 |
|
|
|
|
|
|
|
|
|
|
|
|
40 |
|
|
|
|
|
|
30 |
4,915 |
0,45 |
0,45 |
0,001774647887324 |
7,98591549295775 |
16 |
4 |
8,04247719318987 |
25 |
8,04247719318987 |
|
|
30 |
0,5 |
244 |
158 |
|
|
|
18 |
30 |
|
|
|
|
|
|
|
|
|
|
|
|
30 |
|
|
|
|
|
|
20 |
5,015 |
0,45 |
0,45 |
0,001774647887324 |
7,98591549295775 |
16 |
4 |
8,04247719318987 |
25 |
8,04247719318987 |
|
|
20 |
0,5 |
244 |
161 |
|
|
|
19 |
20 |
|
|
|
|
|
|
|
|
|
|
|
|
20 |
|
|
|
|
|
|
10 |
5,09 |
0,5 |
0,5 |
0,001774647887324 |
8,87323943661972 |
16 |
5 |
10,0530964914873 |
20 |
10,0530964914873 |
|
19 |
10 |
0,55 |
249 |
164 |
|
|
|
20 |
10 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0 |
5,19 |
0,5 |
0,5 |
0,001774647887324 |
8,87323943661972 |
16 |
5 |
10,0530964914873 |
20 |
10,0530964914873 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
dodatkowe zbrojenie poziome zw względu na wsporniki oraz koronę komina |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Typ pręta (nr) |
wysokość stosowania [m] |
ilość wsporników |
dodatkowa ilość prętów |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
A (6) |
0,00 do 14,60 |
1 |
nr 6 30 fi16 |
|
|
|
|
|
|
|
6.0. Sprawdzenie stateczności komina. |
|
|
|
|
|
|
|
|
B (7) |
14,60 do 21,40 |
1 |
nr 7 22 fi16 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
D (9) |
21,40 do 50,00 |
3 |
nr 7 27 fi17 |
|
|
|
|
|
|
|
Współczynnik wyboczenia: |
|
|
|
|
|
|
|
|
E (10) |
50,00 do 100,00 |
5 |
nr 7 23 fi18 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
F (11) |
100,00 do 150,00 |
5 |
nr 7 25 fi19 |
|
|
|
|
|
|
|
|
|
|
|
|
|
G (12) |
150,00 do 195,00 |
4+zb. głowicy |
nr 7 28 fi20 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Siła krytyczna: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Moment bezwładności trzonu: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABLICA 13: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Sprawdzenie stateczności komina w stadium montażu i eksploatacji |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr segmentu |
Poziom przekroju |
Grubość płaszcza [m] |
ai [m] |
Promień zewnętrzny [m] |
Promień wewnętrzny [m] |
Moment bezwładności [m4] |
Składnik [1+(In-In-1)/In-1*(an-1^2/Ho^2)]^-1 |
No - F. realizacji [kN] |
No-F. eksploatacji [kN] |
|
|
|
|
|
|
|
|
|
|
|
1 |
199 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
190 |
0,25 |
9 |
3,45 |
3,2 |
28,9120035599091 |
0,999842672216815 |
1850,66 |
2334,05 |
|
|
|
|
|
|
|
|
|
|
|
2 |
190 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
180 |
0,25 |
19 |
3,54 |
3,29 |
31,3215670334015 |
0,999245091315155 |
3364,66 |
4401,54 |
|
|
|
|
|
|
|
|
|
|
|
3 |
180 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
170 |
0,25 |
29 |
3,64 |
3,39 |
34,1518906868736 |
0,998290183464356 |
4922,39 |
6530,04 |
|
|
|
|
|
|
|
|
|
|
|
4 |
170 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
160 |
0,25 |
39 |
3,74 |
3,49 |
37,1478548130062 |
0,991741459622305 |
6523,87 |
8719,55 |
|
|
|
|
|
|
|
|
|
|
|
5 |
160 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
150 |
0,3 |
49 |
3,84 |
3,54 |
47,4315466007315 |
0,995352827400745 |
8484,83 |
11277,18 |
|
|
|
|
|
|
|
|
|
|
|
6 |
150 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
140 |
0,3 |
59 |
3,94 |
3,64 |
51,3888035213434 |
0,993443440460953 |
10498,28 |
13904,56 |
|
|
|
|
|
|
|
|
|
|
|
7 |
140 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
130 |
0,3 |
69 |
4,04 |
3,74 |
55,5603798927832 |
0,991270309351245 |
12564,22 |
16601,69 |
|
|
|
|
|
|
|
|
|
|
|
8 |
130 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
120 |
0,3 |
79 |
4,14 |
3,84 |
59,9519305818274 |
0,970958821183905 |
14682,64 |
19368,57 |
|
|
|
|
|
|
|
|
|
|
|
9 |
120 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
110 |
0,35 |
89 |
4,24 |
3,89 |
73,9952287372575 |
0,986146853208281 |
17199,86 |
22542,89 |
|
|
|
|
|
|
|
|
|
|
|
10 |
110 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
100 |
0,35 |
99 |
4,34 |
3,99 |
79,5845870237065 |
0,983298775719049 |
19778,32 |
25795,71 |
|
|
|
|
|
|
|
|
|
|
|
11 |
100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
90 |
0,35 |
109 |
4,44 |
4,09 |
85,4487247116016 |
0,980267525859825 |
22418,00 |
29127,02 |
|
|
|
|
|
|
|
|
|
|
|
12 |
90 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
80 |
0,35 |
119 |
4,54 |
4,19 |
91,5942391455155 |
0,943028041718188 |
25118,92 |
32536,83 |
|
|
|
|
|
|
|
|
|
|
|
13 |
80 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
70 |
0,4 |
129 |
4,64 |
4,24 |
110,214590004106 |
0,973590566860307 |
28257,95 |
36393,39 |
|
|
|
|
|
|
|
|
|
|
|
14 |
70 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
60 |
0,4 |
139 |
4,74 |
4,34 |
117,820109358293 |
0,97009016384587 |
31466,96 |
40337,20 |
|
|
|
|
|
|
|
|
|
|
|
15 |
60 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
50 |
0,4 |
149 |
4,84 |
4,44 |
125,767936648015 |
0,920900730276896 |
34745,95 |
44368,25 |
|
|
|
|
|
|
|
|
|
|
|
16 |
50 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
40 |
0,45 |
159 |
4,94 |
4,49 |
148,523552957456 |
0,962557547792253 |
38493,62 |
48876,60 |
|
|
|
|
|
|
|
|
|
|
|
17 |
40 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
30 |
0,45 |
169 |
5,04 |
4,59 |
158,160690015237 |
0,958706203841767 |
42320,01 |
53480,96 |
|
|
|
|
|
|
|
|
|
|
|
18 |
30 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20 |
0,45 |
179 |
5,14 |
4,69 |
168,206249825948 |
0,8980367163163 |
46225,13 |
58181,30 |
|
|
|
|
|
|
|
|
|
|
|
19 |
20 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10 |
0,5 |
189 |
5,24 |
4,74 |
195,663690332378 |
0,950530626312476 |
50629,49 |
63389,51 |
|
|
|
|
|
|
|
|
|
|
|
20 |
10 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0 |
0,5 |
199 |
5,34 |
4,84 |
207,644122500917 |
------ |
55121,32 |
68702,47 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Siła krytyczna Pkr [MN] |
Współcz. wyboczeniowy |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
F. realizacji |
F. eksploatacji |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
228,14 |
4,14 |
3,32 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
warunek spełniony |
warunek spełniony |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
7.0. Sprawdzenie możliwości powstania rys w trzonie żelbetowym komina. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Stan I: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Moment zginający wywołany różnicą temp. Na obu powierzchniach ściany: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Moment zginający powodujący zarysowanie przekroju: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
E= |
30,5 |
[Gpa] |
|
|
|
|
|
|
|
|
|
fGc,cube= |
37 |
[Mpa] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABLICA 14: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Sprawdzenie możliwości powstania rys. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr segmentu |
Poziom przekroju [m] |
Promień rs [m] |
Grubość płaszcza [m] |
Pole pow. Przekroju niezary. A1 [m2] |
W1 wskaznik przekroj. Niezarys [m3] |
I1 [m4] |
∆t różnica temp. |
Ciężar segmeentu [kN] |
fctk' |
M1 -moment rysujący [m4] |
Mt -moment wywołany róznicą temp. |
|
|
|
|
|
|
|
|
|
1 |
199 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
190 |
3,415 |
0,25 |
0,25 |
0,010416666666667 |
0,001302083333333 |
8,78 |
21,4570778240183 |
2,96734946792524 |
30,02 |
13,95 |
|
|
|
|
|
|
|
|
|
2 |
190 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
180 |
3,515 |
0,25 |
0,25 |
0,010416666666667 |
0,001302083333333 |
9,05 |
22,0853963547362 |
2,96734946792524 |
29,99 |
14,38 |
|
|
|
|
|
|
|
|
|
3 |
180 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
170 |
3,615 |
0,25 |
0,25 |
0,010416666666667 |
0,001302083333333 |
9,58 |
22,7137148854542 |
2,96734946792524 |
29,96 |
15,22 |
|
|
|
|
|
|
|
|
|
4 |
170 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
160 |
3,715 |
0,25 |
0,25 |
0,010416666666667 |
0,001302083333333 |
10,11 |
23,3420334161722 |
2,96734946792524 |
29,94 |
16,05 |
|
|
|
|
|
|
|
|
|
5 |
160 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
150 |
3,79 |
0,3 |
0,3 |
0,015 |
0,00225 |
12,36 |
23,8132723142106 |
2,8611831184467 |
41,73 |
28,28 |
|
|
|
|
|
|
|
|
|
6 |
150 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
140 |
3,89 |
0,3 |
0,3 |
0,015 |
0,00225 |
12,98 |
24,4415908449286 |
2,8611831184467 |
41,70 |
29,69 |
|
|
|
|
|
|
|
|
|
7 |
140 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
130 |
3,99 |
0,3 |
0,3 |
0,015 |
0,00225 |
13,60 |
25,0699093756465 |
2,8611831184467 |
41,66 |
31,10 |
|
|
|
|
|
|
|
|
|
8 |
130 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
120 |
4,09 |
0,3 |
0,3 |
0,015 |
0,00225 |
14,22 |
25,6982279063645 |
2,8611831184467 |
41,63 |
32,52 |
|
|
|
|
|
|
|
|
|
9 |
120 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
110 |
4,165 |
0,35 |
0,35 |
0,020416666666667 |
0,003572916666667 |
16,80 |
26,169466804403 |
2,78332779549577 |
55,30 |
52,31 |
|
|
|
|
|
|
|
|
|
10 |
110 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
100 |
4,265 |
0,35 |
0,35 |
0,020416666666667 |
0,003572916666667 |
17,51 |
26,7977853351209 |
2,78332779549577 |
55,26 |
54,50 |
|
|
|
|
|
|
|
|
|
11 |
100 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
90 |
4,365 |
0,35 |
0,35 |
0,020416666666667 |
0,003572916666667 |
18,21 |
27,4261038658389 |
2,78332779549577 |
55,23 |
56,71 |
|
|
|
|
|
|
|
|
|
12 |
90 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
80 |
4,465 |
0,35 |
0,35 |
0,020416666666667 |
0,003572916666667 |
18,92 |
28,0544223965568 |
2,78332779549577 |
55,19 |
58,91 |
|
|
|
|
|
|
|
|
|
13 |
80 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
70 |
4,54 |
0,4 |
0,4 |
0,026666666666667 |
0,005333333333333 |
21,81 |
28,5256612945953 |
2,72379137206271 |
70,73 |
88,67 |
|
|
|
|
|
|
|
|
|
14 |
70 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
60 |
4,64 |
0,4 |
0,4 |
0,026666666666667 |
0,005333333333333 |
22,60 |
29,1539798253133 |
2,72379137206271 |
70,69 |
91,89 |
|
|
|
|
|
|
|
|
|
15 |
60 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
50 |
4,74 |
0,4 |
0,4 |
0,026666666666667 |
0,005333333333333 |
23,39 |
29,7822983560312 |
2,72379137206271 |
70,65 |
95,12 |
|
|
|
|
|
|
|
|
|
16 |
50 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
40 |
4,815 |
0,45 |
0,45 |
0,03375 |
0,00759375 |
26,47 |
30,2535372540697 |
2,67678893251029 |
88,07 |
136,26 |
|
|
|
|
|
|
|
|
|
17 |
40 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
30 |
4,915 |
0,45 |
0,45 |
0,03375 |
0,00759375 |
27,35 |
30,8818557847876 |
2,67678893251029 |
88,03 |
140,76 |
|
|
|
|
|
|
|
|
|
18 |
30 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
20 |
5,015 |
0,45 |
0,45 |
0,03375 |
0,00759375 |
28,22 |
31,5101743155056 |
2,67678893251029 |
87,98 |
145,26 |
|
|
|
|
|
|
|
|
|
19 |
20 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
10 |
5,09 |
0,5 |
0,5 |
0,041666666666667 |
0,010416666666667 |
30,59 |
31,9814132135441 |
2,6387393385869 |
107,28 |
194,36 |
|
|
|
|
|
|
|
|
|
20 |
10 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0 |
5,19 |
0,5 |
0,5 |
0,041666666666667 |
0,010416666666667 |
30,63 |
32,609731744262 |
2,6387393385869 |
107,23 |
194,65 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8.0. Posadowienie komina. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Nr |
obliczeniowa wartość pionowej składowej obciążenia [kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
m |
współczynnik korekcyjny |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
QfNB |
pionowa składowa obliczeniowego oporu granicznego podłoża gruntowego [kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8.1. Wymiary fundamentu komina. Fundament płyta kołowa. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Df = |
30 |
[m] |
Rf = |
15 |
[m] |
hf = |
4,8 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
Dz = |
10,88 |
[m] |
Rz = |
5,44 |
[m] |
h1 = |
2 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
Dw = |
9,48 |
[m] |
Rw = |
4,74 |
[m] |
h2 = |
3,8 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
d1 = |
13 |
[m] |
R1 = |
6,5 |
[m] |
h3 = |
1 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Rysunek |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8.2. Zebranie obciążeń. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1) ciężar komina |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
GNkE = |
61377,31 |
[kN] |
GNoE = |
68702,47 |
[kN] |
stadium E |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
GNkM = |
50110,29 |
[kN] |
GNoM = |
55121,32 |
[kN] |
stadium M |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2) siła pozioma od wiatru |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Hk= |
3290,31237195818 |
[kN] |
WE = |
3948,37484634982 |
[kN] |
stadium E |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
WM = |
2632,24989756654 |
[kN] |
stadium M |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3) moment od obc. poziomego |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Mk= |
343407,506679065 |
[kNm] |
ME = |
410957,941725275 |
[kNm] |
stadium E |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
MM = |
275857,071632856 |
[kNm] |
stadium M |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
4) moment dodakowy od obc. wiatrem |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
MDk = Hk*(hf+0,1) = |
16122,5306225951 |
[kNm] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
MDE =WE*(hf+0,1) = |
19347,0367471141 |
[kNm] |
stadium E |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
MDM =WM*(hf+0,1) = |
12898,0244980761 |
[kNm] |
stadium M |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
5) ciężar fundamentu |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
V1 = p*Rf2*h1 = |
1413,71669411541 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
V2 = p*(h2-h1)*(Rf2+Rf*R1+R12)/3 = |
687,537552238126 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
V3 = p*Rw2*h3 = |
70,584047103794 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
V4 = p*(hf-h2)*(R12+R1*Rz+Rz2)/3 = |
112,26334739946 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Vf = V1+V2+V4-V3 = |
2284,10164085679 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g = |
25 |
[kN/m3] |
gf = |
1,1 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Gfk = Vf*g = |
57102,5410214197 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Gfo = Gfk*gf = |
62812,7951235616 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
6) ciężar gruntu na fundamencie |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
V5 = p*Rf2*hf - Vf - V3 = |
1038,2343779164 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g = |
18,5 |
[kN/m3] |
gf = |
1,2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ggk = V5*g = |
19207,3359914533 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ggo = Ggk*gf = |
23048,803189744 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
7) ciężar izolacji - piasek drobny |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
V3 = |
70,584047103794 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g = |
17 |
[kN/m3] |
gf = |
1,3 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Gizfk = V3*g = |
1199,9288007645 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Gizfo = Gizfk*gf = |
1559,90744099385 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8) ciężar posadzki betonowej fundamentu |
|
|
|
gpos = |
0,1 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Vpos =p*Rf2*gpos= |
70,6858347057703 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g = |
24 |
[kN/m3] |
gf = |
1,2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Gposk = Vpos*g = |
1696,46003293849 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Gposo = Gposk*gf = |
2035,75203952619 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
9) ciężar podlewki betonowej |
|
|
gpod = |
0,25 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Vpod =p*Rf2*gpod= |
176,714586764426 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g = |
24 |
[kN/m3] |
gf = |
1,2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Gpodk = Vpod*g = |
4241,15008234622 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Gpodo = Gpodk*gf = |
5089,38009881547 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8.2.1. Siły wewnętrzne w płycie fundamentowej. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1) siła pionowa |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NkE =GNkE+Gfk+Ggk+Gizfk+Gposk+Gpodk = |
144824,73 |
[kN] |
stadium E |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NkM =GNkM+Gfk+Ggk+Gizk+Gposk+Gpodk = |
133557,70 |
[kN] |
stadium M |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NoE =GNoE+Gfo+Ggo+Gizo+Gposo+Gpodo = |
163249,11 |
[kN] |
stadium E |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NoM =GNkoM+Gfo+Ggo+Gizo+Gposo+Gpodo = |
149667,95 |
[kN] |
stadium M |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2) siła pozioma |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Tk = Hk = |
3290,31237195818 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ToE = WE = |
3948,37484634982 |
[kN] |
stadium E |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ToM = WM = |
2632,24989756654 |
[kN] |
stadium M |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3) moment zginający |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Mk = Mk + MDk = |
359530,03730166 |
[kNm] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ME = ME + MDE = |
430304,978472389 |
[kNm] |
stadium E |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
MM = MM + MDM = |
288755,096130932 |
[kNm] |
stadium M |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8.3. Kształt zastępczy fundamentu kołowego. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Płytę kołową zastępujemy kwadratem |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
L=B |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Df |
|
|
B |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Fo = p*Df2/4 |
|
|
Fkw = B2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B = L = (p*Df2/4)^0,5 = |
26,5868077635827 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Szerokość pasma najbardziej obciążonego: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
B' = 0,225*B = |
5,98203174680612 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8.4. Obliczenie odporu granicznego gruntu. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8.4.1. Parametry gruntu. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Ps |
H = |
5 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ID1 = |
0,6 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
f 1= |
31 |
[o] = |
0,541052068118242 |
[rad] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g1 = |
17,5 |
[kN/m3] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Pr |
ID2= |
0,6 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
f2 = |
31 |
[o] = |
0,541052068118242 |
[rad] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
g2 = |
17,5 |
[kN/m3] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
eL = eB = MoE / NoE = |
2,63587955466346 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
21,3150486542558 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Dmin = hf = |
4,8 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ND = e^(p*tgF)*(tg(p/4+F/2))^2 = |
20,3696575739014 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NC = (ND - 1)*ctgF = |
32,2365236803994 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
NB = 0,75*(ND - 1)*tgF = |
8,7288483301547 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Spójność naszego gruntu wynosi zero. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
tgdB = ToE / NoE = |
0,024186195959406 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
tgdB /tgf1 = |
0,040252589691348 |
to iD = |
1 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
tgdB /tgf2 = |
0,040252589691348 |
to iB = |
1 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
QfNB = |
2780845,06673488 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8.5. Obliczenie naprężenia pod stopą. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1) pole płyty |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
F = B*L = |
706,858347057703 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2) wskażnik wytrzymałości W |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
W = B*L2/ 6 = |
3132,18449821784 |
[m3] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3) naprężenia |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
s1 = NoE/F + ME/W = |
368,331987354053 |
[kN/m2] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
s2 = NoE/F - ME/W = |
93,5684932385395 |
[kN/m2] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
s3 =((s1-s2)/B)*B'+s1 = |
430,153773530044 |
[kN/m2] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ssr = (s1 + s3)/2 = |
399,242880442048 |
[kN/m2] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Sprawdzenie warunku naprężeń dopuszczalnych pod płytą: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ssr*B`*L < m*QfNB gdzie m = 0,9 * 0,7 = |
0,63 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ssr*B`*L = |
282208,162543822 |
< |
m*QfNB = |
1751932,39204297 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
warunek spełniony |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8.6. Sprawdzenie warunku nacisku stopy na grunt. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8.6.1. Warunki dla obciążeń charaktrystycznych, dla fundamentu w fazie montażu. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
W = |
5301,43760293278 |
[m3] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
N = NkM-Ggk-Gizk-Gposk = |
111453,98 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
M = MM = |
288755,096130932 |
[kNm] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
q = |
103,20780634997 |
[kN/m2] |
> |
0 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
warunek spełniony |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8.6.2. Nacisk w czasie eksploatacji. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
N = NkE = |
144824,73 |
[kN] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
M = ME = |
430304,978472389 |
[kNm] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
qmax = N/F + M/W = |
286,052680724068 |
[kN/m2] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
qmin = N/F - M/W = |
123,717476312969 |
[kN/m2] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
qmax / qmin = |
2 |
<= 5 warunek spełniony |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8.7. Sprawdzenie osiadań stopy fundamentowej. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
ω = |
0,79 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Df = |
30 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
υ = |
0,3 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Eo = |
55000 |
[kPa] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
sa = |
76,3239757088808 |
[mm] |
< |
sdop = |
80 |
[mm] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
warunek spełniony |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8.8. Wyznaczenie sił wewnętzrnych. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Momenty promieniowe i pierścieniowe od obciążeń symetrycznych: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
po = N/F = |
109,480926577778 |
[kN/m2] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
a = (Rz + Rw)/ 2 = |
5,09 |
[m] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
β = R/a = |
2,94695481335953 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Momenty promieniowe i pierścieniowe od obciążeń antysymetrycznych: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
pa = M/W = |
81,1676022055495 |
[kN/m2] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABLICA 15: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Momenty promieniowe w płycie fundamentowej o śr. [m]: |
30 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Lp. |
r [m] |
ρ = r/a |
|
Obciążenie symatryczne |
|
|
Obciążenie antysymetryczne |
|
Mr [kNm] |
|
|
|
|
|
|
|
|
|
|
|
X [m] |
po*a2/16 [kN] |
Mrs [kNm] |
Y [m] |
pa*a2/16 [kN] |
Mra [kNm] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,75 |
0,147347740667976 |
31 |
177,277674616858 |
5495,60791312259 |
2,5 |
131,43114716885 |
328,577867922124 |
5824,18578104471 |
|
|
|
|
|
|
|
|
|
|
|
2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2,25 |
0,442043222003929 |
32 |
177,277674616858 |
5672,88558773945 |
17 |
131,43114716885 |
2234,32950187045 |
7907,21508960989 |
|
|
|
|
|
|
|
|
|
|
|
3 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3,75 |
0,736738703339882 |
33 |
177,277674616858 |
5850,1632623563 |
31 |
131,43114716885 |
4074,36556223434 |
9924,52882459065 |
|
|
|
|
|
|
|
|
|
|
|
4 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
5,25 |
1,03143418467584 |
34 |
177,277674616858 |
6027,44093697316 |
44 |
131,43114716885 |
5782,97047542939 |
11810,4114124026 |
|
|
|
|
|
|
|
|
|
|
|
5 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
6,75 |
1,32612966601179 |
25 |
177,277674616858 |
4431,94186542144 |
25 |
131,43114716885 |
3285,77867922124 |
7717,72054464269 |
|
|
|
|
|
|
|
|
|
|
|
6 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8,25 |
1,62082514734774 |
13 |
177,277674616858 |
2304,60977001915 |
15 |
131,43114716885 |
1971,46720753275 |
4276,0769775519 |
|
|
|
|
|
|
|
|
|
|
|
7 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
9,75 |
1,91552062868369 |
7 |
177,277674616858 |
1240,943722318 |
7 |
131,43114716885 |
920,018030181948 |
2160,96175249995 |
|
|
|
|
|
|
|
|
|
|
|
8 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
11,25 |
2,21021611001965 |
5 |
177,277674616858 |
886,388373084288 |
4 |
131,43114716885 |
525,724588675399 |
1412,11296175969 |
|
|
|
|
|
|
|
|
|
|
|
9 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
12,75 |
2,5049115913556 |
3 |
177,277674616858 |
531,833023850573 |
2 |
131,43114716885 |
262,862294337699 |
794,695318188273 |
|
|
|
|
|
|
|
|
|
|
|
10 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
14,25 |
2,79960707269155 |
0 |
177,277674616858 |
0 |
0 |
131,43114716885 |
0 |
0 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABLICA 16: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Momenty pierścieniowe w płycie fundamentowej o śr.[m]: |
30 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Lp. |
r [m] |
ρ = r/a |
|
Obciążenie symatryczne |
|
|
Obciążenie antysymetryczne |
|
Mt [kNm] |
|
|
|
|
|
|
|
|
|
|
|
X' [m] |
po*a2/16 [kN] |
Mts [kNm] |
Y' [m] |
pa*a2/16 [kN] |
Mta [kNm] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,75 |
0,147347740667976 |
31 |
177,277674616858 |
5495,60791312259 |
1 |
131,43114716885 |
131,43114716885 |
5627,03906029144 |
|
|
|
|
|
|
|
|
|
|
|
2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2,25 |
0,442043222003929 |
31,5 |
177,277674616858 |
5584,24675043102 |
3 |
131,43114716885 |
394,293441506549 |
5978,54019193757 |
|
|
|
|
|
|
|
|
|
|
|
3 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3,75 |
0,736738703339882 |
32 |
177,277674616858 |
5672,88558773945 |
7 |
131,43114716885 |
920,018030181948 |
6592,9036179214 |
|
|
|
|
|
|
|
|
|
|
|
4 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
5,25 |
1,03143418467584 |
32,5 |
177,277674616858 |
5761,52442504788 |
7,5 |
131,43114716885 |
985,733603766373 |
6747,25802881425 |
|
|
|
|
|
|
|
|
|
|
|
5 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
6,75 |
1,32612966601179 |
27 |
177,277674616858 |
4786,49721465516 |
10 |
131,43114716885 |
1314,3114716885 |
6100,80868634366 |
|
|
|
|
|
|
|
|
|
|
|
6 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8,25 |
1,62082514734774 |
24 |
177,277674616858 |
4254,66419080458 |
9 |
131,43114716885 |
1182,88032451965 |
5437,54451532423 |
|
|
|
|
|
|
|
|
|
|
|
7 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
9,75 |
1,91552062868369 |
21 |
177,277674616858 |
3722,83116695401 |
7 |
131,43114716885 |
920,018030181948 |
4642,84919713596 |
|
|
|
|
|
|
|
|
|
|
|
8 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
11,25 |
2,21021611001965 |
17 |
177,277674616858 |
3013,72046848658 |
5,5 |
131,43114716885 |
722,871309428674 |
3736,59177791525 |
|
|
|
|
|
|
|
|
|
|
|
9 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
12,75 |
2,5049115913556 |
15 |
177,277674616858 |
2659,16511925287 |
4 |
131,43114716885 |
525,724588675399 |
3184,88970792826 |
|
|
|
|
|
|
|
|
|
|
|
10 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
14,25 |
2,79960707269155 |
13 |
177,277674616858 |
2304,60977001915 |
2,5 |
131,43114716885 |
328,577867922124 |
2633,18763794127 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8.9. Wymiarowanie płyty fundamentowej. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABLICA 17: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Zbrojenie płyty fundamentowej w kierunku promieniowym. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Lp. |
r [m] |
h [m] |
d [m] |
Asmin = 0,0015*b*d [cm2] |
Mr [kNm] |
Sc |
ζ = 0,5*(1+(1-2Sc)^0,5) |
As [cm2/mb] |
Średnica prętów zbrojeniowych [mm] |
Ilość prętów |
Rozstaw prętów na 1mb [cm] |
Pole powierzchni przyjętego zbrojenia promieniowego [cm2/mb] |
|
|
|
|
|
|
|
|
As-preta |
|
|
|
|
|
|
7,06858347057703 |
|
|
|
|
|
|
1 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,75 |
3,8 |
3,7 |
55,5 |
5824,18578104471 |
0,004497440757563 |
0,997746200006809 |
45,075999863821 |
30 |
8 |
13,0 |
56,55 |
|
|
|
|
|
|
|
|
2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2,25 |
3,8 |
3,7 |
55,5 |
7907,21508960989 |
0,006105957598154 |
0,996937643171578 |
61,2471365684352 |
30 |
9 |
11,0 |
63,62 |
|
|
|
|
|
|
|
|
3 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3,75 |
3,8 |
3,7 |
55,5 |
9924,52882459065 |
0,007663728822078 |
0,996153338786469 |
76,9332242706108 |
30 |
11 |
9,0 |
77,75 |
|
|
|
|
|
|
|
|
4 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
5,25 |
3,8 |
3,7 |
55,5 |
11810,4114124026 |
0,009120008812666 |
0,995419010125436 |
91,6197974912778 |
30 |
7 |
14,0 |
49,48 |
|
|
|
|
|
|
|
|
5 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
6,75 |
2,86 |
2,76 |
41,4 |
7717,72054464269 |
0,007989358741866 |
0,995989234388275 |
80,2153122345053 |
30 |
11 |
9,0 |
77,75 |
|
|
|
|
|
|
|
|
6 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8,25 |
2,61 |
2,51 |
37,65 |
4276,0769775519 |
0,004867475216337 |
0,997560310306029 |
48,7937938794256 |
30 |
7 |
14,0 |
49,48 |
|
|
|
|
|
|
|
|
7 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
9,75 |
2,36 |
2,26 |
33,9 |
2160,96175249995 |
0,00273193647598 |
0,998632160777873 |
27,3567844425489 |
30 |
5 |
20,0 |
35,34 |
|
|
|
|
|
|
|
|
8 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
11,25 |
2,12 |
2,02 |
30,3 |
1412,11296175969 |
0,001997330921867 |
0,999000335209373 |
19,9932958125384 |
30 |
5 |
20,0 |
35,34 |
|
|
|
|
|
|
|
|
9 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
12,75 |
1,87 |
1,77 |
26,55 |
794,695318188273 |
0,001282801159303 |
0,999358187497059 |
12,8362500588097 |
30 |
4 |
25,0 |
28,27 |
|
|
|
|
|
|
|
|
10 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
14,25 |
1,62 |
1,52 |
22,8 |
0 |
0 |
1 |
0 |
30 |
4 |
25,0 |
28,27 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
TABLICA 18: |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Zbrojenie płyty fundamentowej w kierunku pierścieniowym. |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
Lp. |
r [m] |
h [m] |
d [m] |
Asmin = 0,0015*b*d [cm2] |
Mt [kNm] |
Sc |
ζ = 0,5*(1+(1-2Sc)^0,5) |
As [cm2/mb] |
Średnica prętów zbrojeniowych [mm] |
Ilość prętów |
Rozstaw prętów na 1mb [cm] |
Pole powierzchni przyjętego zbrojenia promieniowego [cm2/mb] |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
1 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
0,75 |
3,8 |
3,7 |
55,5 |
5627,03906029144 |
0,004345203907561 |
0,997822657224658 |
43,5468555068362 |
30 |
8 |
13 |
56,55 |
|
|
|
|
|
|
|
|
2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2,25 |
3,8 |
3,7 |
55,5 |
5978,54019193757 |
0,004616633352848 |
0,997686330255891 |
46,2733948821715 |
30 |
8 |
13 |
56,55 |
|
|
|
|
|
|
|
|
3 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
3,75 |
3,8 |
3,7 |
55,5 |
6592,9036179214 |
0,005091045264804 |
0,997447964482314 |
51,0407103537122 |
30 |
8 |
13 |
56,55 |
|
|
|
|
|
|
|
|
4 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
5,25 |
3,8 |
3,7 |
55,5 |
6747,25802881425 |
0,005210237860088 |
0,997388058833297 |
52,2388233340485 |
30 |
8 |
13 |
56,55 |
|
|
|
|
|
|
|
|
5 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
6,75 |
2,86 |
2,76 |
41,4 |
6100,80868634366 |
0,006315536942385 |
0,99683219655011 |
63,35606899779 |
30 |
9 |
11 |
63,62 |
|
|
|
|
|
|
|
|
6 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
8,25 |
2,61 |
2,51 |
37,65 |
5437,54451532423 |
0,006189578275839 |
0,996895573397551 |
62,0885320489862 |
30 |
9 |
11 |
63,62 |
|
|
|
|
|
|
|
|
7 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
9,75 |
2,36 |
2,26 |
33,9 |
4642,84919713596 |
0,0058695944338 |
0,997056538819378 |
58,8692236124386 |
30 |
8 |
13 |
56,55 |
|
|
|
|
|
|
|
|
8 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
11,25 |
2,12 |
2,02 |
30,3 |
3736,59177791525 |
0,005285136885312 |
0,99735041123673 |
52,9917752654043 |
30 |
7 |
14 |
49,48 |
|
|
|
|
|
|
|
|
9 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
12,75 |
1,87 |
1,77 |
26,55 |
3184,88970792826 |
0,005141064903839 |
0,997422825720815 |
51,5434855836959 |
30 |
7 |
14 |
49,48 |
|
|
|
|
|
|
|
|
10 |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
14,25 |
1,62 |
1,52 |
22,8 |
2633,18763794127 |
0,004949600823198 |
0,99751904444795 |
49,6191110410038 |
30 |
7 |
14 |
49,48 |
|
|
|
|
|
|
|