jib cranes 220º...jib cranes 180º serie l24 riel lk500 serie l12 riel lk100 2011 alka usa inc. 250...
TRANSCRIPT
1
JIB CRANES 220º
SERIE 85 RIEL LK910
SERIE 60 RIEL LK800
2011 ALKA USA Inc.
A
B+C+5.0"
C
A+10.0"
B
24.0"
24.0"
.8758x "
20.0"
20.0"
30.0"
30.0"
.8758x "
A
B+C+5.0"
C
B
A+11.50"
26.0"
26.0"
2200 Lbs998 kg
2200 Lbs998 kg
2200 Lbs998 kg
2200 Lbs998 kg
2000 Lbs908 kg
1600 Lbs681 kg
1300 Lbs590 kg
1000 Lbs454 kg
750 Lbs340 kg
444666888
101010121212141414161616181818202020
1.221.221.221.821.821.822.432.432.433.053.053.053.653.653.654.264.264.264.874.874.875.485.485.486.106.106.10
111213111213111213111213111213111213111213111213111213
3.353.653.963.353.653.963.353.653.963.353.653.963.353.653.963.353.653.963.353.653.963.353.653.963.353.653.96
404040404040404040404040404040404040505050505050505050
1.021.021.021.021.021.021.021.021.021.021.021.021.021.021.021.021.021.021.271.271.271.271.271.271.271.271.27
85-043285-044485-045685-063285-064485-065685-083285-084485-085685-103285-104485-105685-123285-124485-125685-143285-144485-145685-163285-164485-165685-183285-184485-185685-203285-204485-2056
CAP. MÁX.A
ft. m ft. m in m No. Parte
B C
CALIDAD DE CONCRETO RECOMENDADA:
ESPESOR MÍNIMO 6”
RESISTENCIA A LA COMPRESIÓN: 3000lb/pulg2
TAQUETES 3/4” TORQUEAR A 150lb/ft
CALIDAD DE CONCRETO RECOMENDADA:
ESPESOR MÍNIMO 6”
RESISTENCIA A LA COMPRESIÓN: 3000lb/pulg2
TAQUETES 3/4” TORQUEAR A 150lb/ft
1500 Lbs680 kg
1500Lbs680 kg
1000 Lbs454 kg
800 Lbs363 kg
700 Lbs317 kg
600Lbs272 kg
500 Lbs226 kg
400 Lbs181 kg
300 Lbs136 kg
444666888
101010121212141414161616181818202020
1.221.221.221.821.821.822.432.432.433.053.053.053.653.653.654.264.264.264.874.874.875.485.485.486.106.106.10
111213111213111213111213111213111213111213111213111213
3.353.653.963.353.653.963.353.653.963.353.653.963.353.653.963.353.653.963.353.653.963.353.653.963.353.653.96
404040404040404040404040404040404040505050505050505050
1.021.021.021.021.021.021.021.021.021.021.021.021.021.021.021.021.021.021.271.271.271.271.271.271.271.271.27
60-043260-044460-045660-063260-064460-065660-083260-084460-085685-103260-104460-105660-123260-124460-125660-143260-144460-145660-163260-164460-165660-183260-184460-185660-203260-204460-2056
CAP. MÁX.
Aft. m ft. m in m No. Parte
B C
2
JIB CRANES 220º
SERIE 40 RIEL LK500
SERIE 30 RIEL LK100
2011 ALKA USA Inc.
CALIDAD DE CONCRETO RECOMENDADA:
ESPESOR MÍNIMO 6”
RESISTENCIA A LA COMPRESIÓN: 3000lb/pulg2
TAQUETES 5/8” TORQUEAR A 150lb/ft
CALIDAD DE CONCRETO RECOMENDADA:
ESPESOR MÍNIMO 6”
RESISTENCIA A LA COMPRESIÓN: 3000lb/pulg2
TAQUETES 5/8” TORQUEAR A 150lb/ft
700 Lbs317 kg
550 Lbs249 kg
400 Lbs181 kg
350 Lbs158 kg
275 Lbs124 kg
225 Lbs102 kg
200 Lbs90 kg
175 Lbs79 kg
125 Lbs56 kg
444666888
101010121212141414161616181818202020
1.221.221.221.821.821.822.432.432.433.053.053.053.653.653.654.264.264.264.874.874.875.485.485.486.106.106.10
111213111213111213111213111213111213111213111213111213
3.353.653.963.353.653.963.353.653.963.353.653.963.353.653.963.353.653.963.353.653.963.353.653.963.353.653.96
393939393939393939393939393939393939393939393939393939
0.990.990.990.990.990.990.990.990.990.990.990.990.990.990.990.990.990.990.990.990.990.990.990.990.990.990.99
40-043240-044440-045640-063240-064440-065640-083240-084440-085640-103240-104440-105640-123240-124440-125640-143240-144440-145640-163240-164440-165640-183240-184440-185640-203240-204440-2056
CAP. MÁX.A
ft. m ft. m in m No. Parte
B C
250 Lbs113 kg
250 Lbs113 kg
200 Lbs90 kg
120 Lbs55 kg
90 Lbs41 kg
70 Lbs32 kg
50 Lbs22 kg
444666888
101010121212141414161616
1.221.221.221.821.821.822.432.432.433.053.053.053.653.653.654.264.264.264.874.874.87
111213111213111213111213111213111213111213
3.353.653.963.353.653.963.353.653.963.353.653.963.353.653.963.353.653.963.353.653.96
363636363636363636363636363636363636363636
0.910.910.910.910.910.910.910.910.910.910.910.910.910.910.910.910.910.910.910.910.91
30-043230-044430-045630-063230-064430-065630-083230-084430-085630-103230-104430-105630-123230-124430-125630-143230-144430-145630-163230-164430-1656
CAP. MÁX.
Aft. m ft. m in m No. Parte
B C
B+C+5.0"
B
A
C
A+8.25"
18.00"
18.00"
14.00"
14.00"
.698x "
B+C+4.0"
C
A+8.0"
B
A
18.00"
18.00"
14.00"
14.00"
.698x "
A
A+7.00"
C
B
10.00"8.50"
4.50"
.534x ".75"
3
JIB CRANES 180º
SERIE L48 RIEL LK910
SERIE L36 RIEL LK800
2011 ALKA USA Inc.
2200 Lbs998 kg
2200 Lbs998 kg
2200 Lbs998 kg
2200 Lbs998 kg
2000 Lbs908 kg
1600 Lbs681 kg
1300 Lbs590 kg
1000 Lbs454 kg
750 Lbs340 kg
4
6
8
10
12
14
16
18
20
1.22
1.82
2.43
3.05
3.65
4.26
4.87
5.48
6.10
56
56
56
56
56
56
66
66
66
1.42
1.42
1.42
1.42
1.42
1.42
1.67
1.67
1.67
40
40
40
40
40
40
50
50
50
1.02
1.02
1.02
1.02
1.02
1.02
1.27
1.27
1.27
L48-0444
L48-0644
L48-0844
L48-1044
L48-1244
L48-1444
L48-1644
L48-1844
L48-2044
CAP. MÁX.A
ft. m in m in m No. Parte
B C
1500 Lbs680 kg
1500Lbs680 kg
1000 Lbs454 kg
800 Lbs363 kg
700 Lbs317 kg
600Lbs272 kg
500 Lbs226 kg
400 Lbs181 kg
300 Lbs136 kg
CAP. MÁX.
Aft. m in m in m No. Parte
B C
4
6
8
10
12
14
16
18
20
1.22
1.82
2.43
3.05
3.65
4.26
4.87
5.48
6.10
56
56
56
56
56
56
66
66
66
1.42
1.42
1.42
1.42
1.42
1.42
1.67
1.67
1.67
40
40
40
40
40
40
50
50
50
1.02
1.02
1.02
1.02
1.02
1.02
1.27
1.27
1.27
L36-0444
L36-0644
L36-0844
L36-1044
L36-1244
L36-1444
L36-1644
L36-1844
L36-2044
A+7.00"
C
B
A
10.00"
8.50".75"
4.50"
.534x "
4
JIB CRANES 180º
SERIE L24 RIEL LK500
SERIE L12 RIEL LK100
2011 ALKA USA Inc.
250 Lbs113 kg
250 Lbs113 kg
200 Lbs90 kg
120 Lbs55 kg
90 Lbs41 kg
70 Lbs32 kg
50 Lbs22 kg
4
6
8
10
12
14
16
1.22
1.82
2.43
3.05
3.65
4.26
4.87
52
52
52
52
52
52
52
1.32
1.32
1.32
1.32
1.32
1.32
1.32
36
36
36
36
36
36
36
0.91
0.91
0.91
0.91
0.91
01
0.91
L12-0444
L12-0644
L12-0844
L12-1044
L12-1244
L12-1444
L12-1644
CAP. MÁX.
Aft. m ft. m in m No. Parte
B C
700 Lbs317 kg
550 Lbs249 kg
400 Lbs181 kg
350 Lbs158 kg
275 Lbs124 kg
225 Lbs102 kg
200 Lbs90 kg
175 Lbs79 kg
125 Lbs56 kg
4
6
8
10
12
14
16
18
20
1.22
1.82
2.43
3.05
3.65
4.26
4.87
5.48
6.10
55
55
55
55
55
55
55
55
55
1.39
1.39
1.39
1.39
1.39
1.39
1.39
1.39
1.39
39
39
39
39
39
39
39
39
39
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.99
0.99
L24-0444
L24-0644
L24-0844
L24-1044
L24-1244
L24-1444
L24-1644
L24-1844
L24-2044
CAP. MÁX.A
ft. m in m in m No. Parte
B C
B
10.00"8.50"
4.50"
.534x ".75"
A+7.00"
C
A
B
10.00"
8.50".75"
4.50"
.534x "
C
A+7.00"
A