ETAP I |
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Montaż słupa S-1 |
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Wysokość podnoszenia: |
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Hmin |
= |
Hel |
+ |
Hm |
+ |
Hbez |
+ |
Hz |
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Hmin |
= |
7,45 |
m |
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gdzie: |
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Hel |
Wysokość elementu = 5.75m |
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5,75 |
Hz |
Wysokość zawiesia montażowego = 1.2m - zawiesie pokazano na rysunku |
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1,2 |
Hbez |
Wysokość bezpiecznego manewrowania = 0.5m |
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0,5 |
Hm |
Wysokość montowania elementu = 0 |
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0 |
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Wysięg żurawia: |
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L |
= |
Lt |
+ |
0,6 |
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Lt^2 |
= |
L1^2 |
+ |
L2^2 |
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Lt |
= |
9,605 |
m |
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L |
= |
10,205 |
m |
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gdzie: |
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L1 |
Odległość prostopadła do OY w układzie chali, od żurawia do środka słupa = 7.5m |
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7,5 |
L2 |
Odległość prostopadła do OX w układzie chali, od żurawia do środka słupa = 6m |
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6 |
Lt |
Odległość do najdalszego słupa |
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Udźwig całkowity |
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Q |
= |
Qel |
* |
S0 |
+ |
Qz |
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Q |
= |
2,80 |
t |
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Qel |
Masa elementu = 2.5t |
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2,5 |
S0 |
Współczynnik obliczeniowy z zakresu 1.0 ÷ 1.8 = 1.1 |
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1,1 |
Qz |
Masa zawiesiu = 0.05t |
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0,05 |
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Montaż słupa S-2 |
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Wysokość podnoszenia: |
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Hmin |
= |
Hel |
+ |
Hm |
+ |
Hbez |
+ |
Hz |
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Hmin |
= |
6,65 |
m |
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gdzie: |
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Hel |
Wysokość elementu = 4.95m |
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4,95 |
Hz |
Wysokość zawiesia montażowego = 1.2m - zawiesie pokazano na rysunku |
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1,2 |
Hbez |
Wysokość bezpiecznego manewrowania = 0.5m |
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0,5 |
Hm |
Wysokość montowania elementu = 0 |
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0 |
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Wysięg żurawia: |
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L |
= |
Lt |
+ |
0,6 |
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Lt |
= |
6,000 |
m |
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L |
= |
6,600 |
m |
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gdzie: |
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Lt |
Odległość do słupa |
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Udźwig całkowity |
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Q |
= |
Qel |
* |
S0 |
+ |
Qz |
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Q |
= |
2,64 |
t |
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Qel |
Masa elementu = 2.35t |
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2,35 |
S0 |
Współczynnik obliczeniowy z zakresu 1.0 ÷ 1.8 = 1.1 |
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1,1 |
Qz |
Masa zawiesiu = 0.05t |
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0,05 |
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Przy montażu słupa S-2 montowanę będą słupy S-1, dlatego wykorzysta się jednego żurawia obliczonego dla S-1 |
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ETAP II |
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Montaż Dźwigara |
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Wysokość podnoszenia: |
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Hmin |
= |
Hel |
+ |
Hm |
+ |
Hbez |
+ |
Hz |
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Hmin |
= |
10,9 |
m |
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gdzie: |
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Hel |
Wysokość elementu = 1.17m |
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1,17 |
Hz |
Wysokość zawiesia montażowego = 4.73m - zawiesie pokazano na rysunku |
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4,73 |
Hbez |
Wysokość bezpiecznego manewrowania = 0.5m |
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0,5 |
Hm |
Wysokość montowania elementu = 4.5 |
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4,5 |
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Wysięg żurawia: |
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L |
= |
Lt |
+ |
0,6 |
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Lt |
= |
12,000 |
m |
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L |
= |
12,600 |
m |
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gdzie: |
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Lt |
Odległość do dźwigara = 12 |
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12 |
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Udźwig całkowity |
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Q |
= |
Qel |
* |
S0 |
+ |
Qz |
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Q |
= |
8,01 |
t |
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Qel |
Masa elementu = 7.1t |
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7,1 |
S0 |
Współczynnik obliczeniowy z zakresu 1.0 ÷ 1.8 = 1.1 |
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1,1 |
Qz |
Masa zawiesiu = 0.2t |
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0,2 |
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Montaż płyty dachowej |
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Wysokość podnoszenia: |
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Hmin |
= |
Hel |
+ |
Hm |
+ |
Hbez |
+ |
Hz |
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Hmin |
= |
8,37 |
m |
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gdzie: |
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Hel |
Wysokość elementu = 0.2m |
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0,2 |
Hz |
Wysokość zawiesia montażowego = 2m - zawiesie pokazano na rysunku |
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2 |
Hbez |
Wysokość bezpiecznego manewrowania = 0.5m |
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0,5 |
Hm |
Wysokość montowania elementu = 5.67 |
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5,67 |
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Wysięg żurawia: |
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L |
= |
Lt |
+ |
0,6 |
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Lt^2 |
= |
L1^2 |
+ |
L2^2 |
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Lt |
= |
11,250 |
m |
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L |
= |
11,850 |
m |
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gdzie: |
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L1 |
Odległość prostopadła do OY w układzie chali, od żurawia do środka płyty = 9m |
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9 |
L2 |
Odległość prostopadła do OX w układzie chali, od żurawia do środka płyty = 6.75m |
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6,75 |
Lt |
Odległość do najdalszego słupa |
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Udźwig całkowity |
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Q |
= |
Qel |
* |
S0 |
+ |
Qz |
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Q |
= |
0,27 |
t |
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Qel |
Masa elementu = 0.198t |
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0,198 |
S0 |
Współczynnik obliczeniowy z zakresu 1.0 ÷ 1.8 = 1.1 |
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1,1 |
Qz |
Masa zawiesiu = 0.05t |
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0,05 |
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Etap III |
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Montaż płyty ściennej |
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Wysokość podnoszenia: |
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Hmin |
= |
Hel |
+ |
Hm |
+ |
Hbez |
+ |
Hz |
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Hmin |
= |
6,75 |
m |
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gdzie: |
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Hel |
Wysokość elementu =1.15m |
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1,15 |
Hz |
Wysokość zawiesia montażowego = 1m - zawiesie pokazano na rysunku |
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1 |
Hbez |
Wysokość bezpiecznego manewrowania = 0.5m |
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0,5 |
Hm |
Wysokość montowania elementu = 4.1 |
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4,1 |
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Wysięg żurawia: |
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L |
= |
Lt |
+ |
0,6 |
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Lt^2 |
= |
L1^2 |
+ |
L2^2 |
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Lt |
= |
8,072 |
m |
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L |
= |
8,672 |
m |
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gdzie: |
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L1 |
Odległość prostopadła do OY w układzie chali, od żurawia do środka płyty = 5.4m |
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5,4 |
L2 |
Odległość prostopadła do OX w układzie chali, od żurawia do środka płyty = 6m |
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6 |
Lt |
Odległość do najdalszego słupa |
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Udźwig całkowity |
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Q |
= |
Qel |
* |
S0 |
+ |
Qz |
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Q |
= |
0,14 |
t |
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Qel |
Masa elementu = 0.08t |
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0,08 |
S0 |
Współczynnik obliczeniowy z zakresu 1.0 ÷ 1.8 = 1.1 |
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1,1 |
Qz |
Masa zawiesiu = 0.05t |
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0,05 |
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Hmin [m] |
L [m] |
Q [t] |
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ETAP I |
7,45 |
10,205 |
2,80 |
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ETAP II |
10,9 |
12,600 |
8,01 |
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ETAP III |
6,75 |
8,672 |
0,14 |
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