Civil Engineering Reference
In-Depth Information
S
0
¼
ð
F
þ
W
d
2
x
Þ
g
:
While accelerating the cage from the lower station, the rope piece x = L -
DL to L winding onto the drum is stressed by the highest tensile force. However
the tensile force difference DS = S - S
0
for this rope piece is relatively small.
Therefore, this piece of the rope does not have the lowest endurance if the rope
mass ratio here is c C 0.865.
The wire rope piece most stressed while bent is situated above the cage and
above the decelerating rope zone x [ DL. The distance between the cage and the
zone of rope with the highest stresses is x = DL + l/2 and a = 0.
S ¼ 304,400 N
and the lower tensile force
S
0
¼ 81,000 N
:
The difference between the tensile forces is
DS ¼ S
S
0
¼ 223,400 N and DS
=
S ¼ 0
:
734
:
The force factor according to (
3.69
)isf
S5
= 2.057 and the equivalent force is
S
equ
= fs5
S = 626,000 N
Number of load trips:
For drum installations the number of load trips is T = Z. The 10 %-limit and
the mean number of load trips up to the rope discard (The small influence of the
endurance factor f
N4
= 0.984 for the loss by the rope twist angle x = -278/100d
from Table
3.15
is considered) is
for rope l
for rope ll
T
A10
= 83,600
T
A
¼ 202
;
000
s
=
T
A
¼ 0
:
0655 kg/Hub
The rope mass investment for one trip is
Alternative:
For d = 65 mm
Rope l T
A10
= 170,000 T
Am
= 408,000 s/T
Am
= 0.0380
Rope ll T
A10
= 100,400 T
Am
= 243,000 s/T
Am
= 0.0638.
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