第十章、50吨履带式起重机工况表
合集下载
- 1、下载文档前请自行甄别文档内容的完整性，平台不提供额外的编辑、内容补充、找答案等附加服务。
- 2、"仅部分预览"的文档,不可在线预览部分如存在完整性等问题,可反馈申请退款(可完整预览的文档不适用该条件!)。
- 3、如文档侵犯您的权益，请联系客服反馈,我们会尽快为您处理(人工客服工作时间：9:00-18:30)。
24.15
24.05
24.00
6.2m×
22.70
7.0
19.45
19.35
19.30
19.20
19.10
19.00
15.30
8.0
16.20
16.05
16.00
15.90
15.70
15.50
15.40
15.30
15.30
9.0
13.80
13.70
13.60
13.50
13.40
13..30
13.20
4.05
3.95
3.85
3.80
3.75
3.65
22.0
3.80
3.70
3.60
3.55
3.45
3.40
3.30
3.25
3.20
3.10
24.0
22.7m×3.65
3.25
3.20
3.10
3.00
2.95
2.85
2.80
2.70
2.65
26.0
25.3m×3.00
2.80
2.75
2.65
2.55
2.45
4.The main boom from 22m to 43min length can be ptovided with the jib,And ahe main boom from 13m to 46min length can be provided with the auxiliary jib.
Unit; 1000kg
Working
Rading
(m)
Boomlength(m)
13
16
19
22
25
28
31
34
37
40
43
46
49
52
3.7
50.00
4.0
43.60
4.1m×41.50
4.5
35.65
35.55
4.6m×34.15
5.0
30.10
30.00
30.00
5.15m×28.50
5.5
2.Deduct weight of all liftin device,main book,from figures shown above.
3.Deduct 700kg(6.10m fb boom),850kg(9.15mjib boom),1000kg(12.20mjibboom),1150kg(15、25mjib boom),or 200kg(auxiliary jib)from main book lioad when boom is equipped with jib boom.
5.The counterweight is 15900kg(comsists of 2 piesces)for all cases.And,,when operating be sure that the crawler is extend.ed.
表1-3 KH180-3履带吊主臂工况起重性能表
Ated load(PCSA Rating)
12.60
12.55
12.45
12.35
10.0
11.35
11.25
11.20
8.75
11.10
11.00
10.95
10.90
10.80
10.75
10.65
10.65
10.1m×10.45
12.0
9.00
8.85
8.80
7.10
8.65
8.55
8.55
8.50
8.40
8.30
8.25
8.20
8.15
1.30
1.20
NOTES:
1.Crane capacities shown above are dererined according to PCSA (Power Crane and Shore Association inU.S.A)and do no exceed 75% of tippyng load with crane standing on firm level surfacd.
13.10
13.00
12.90
11.60
10.0
12.05
11.9011.85Βιβλιοθήκη 11.7511.70
11.60
11.50
11.40
11.40
11.30
11.20
9.70
10.1m×8.32
12.0
9.50
9.35
9.30
9.20
9.10
9.00
8.90
8.80
8.80
8.70
8.60
8.55
7.75
6.65
5.10
5.50
4.95
4.85
4.75
4.65
4.60
4.50
4.40
20.0
4.60
4.50
4.35
4.30
4.20
4.15
4.00
3.90
3.85
3.80
3.70
22.0
3.90
3.80
3.70
3.65
3.55
3.45
3.35
3.30
3.20
3.10
24.0
22.7m×3.75
3.30
3.25
第十章50吨履带式起重机工况表表12kh1803主臂工况起重性能表ratedloadbsratingunit
第十章、50吨履带式起重机工况表
表1-2 KH180-3主臂工况起重性能表
Rated Load(BS Rating)
Unit;1000kg
Working radius(m)
Boom lenhgth(m)
3.15
3.05
2.95
2.85
2.80
2.70
2.60
26.0
25.3M×3.50
2.85
2.75
2.65
2.55
2.45
2.40
2.30
2.20
28.0
27.9m×2.55
2.40
2.30
2.20
2.10
2.05
1.95
1.85
30.0
2.15
2.05
1.90
1.80
1.75
1.65
1.55
32.0
2.Deduct weight of all lifting devices.mainhhok,from figures sghown above.
3.Deduct700kg(6.10m jib boom).850kg(9.15m jib boom),100kg(12.20m jib boom),1150kg(15.25m jib boom),or 200kg(auxiliary jib)froam main hook lioad when boom is equipped with jibboom.
30.5m×2.10
1.80
1.65
1.55
1.50
1.40
1.30
34.0
33.1m×1.65
1.45
1.35
1.30
1.20
1.05
NOTES:
1.Crane capacities shown abdove are determined according to BS(British Standard 1981)with-crane standing on firm level srfac.
4.The main boom from 22mauxiliary to 43min length can be provided with the jib,And,the main boom from 13mto 46min length aacan be provided with the auxiliary jib.
14.0
12.3m×9.20
7.65
7.55
7.45
7.25
7.25
7.20
7.15
7.05
6.95
6.85
6.80
6.75
6.20
16.0
14.9m×6.80
6.35
6.20
6.05
6.05
5.95
5.90
5.80
5.70
5.60
5.55
5.45
5.35
18.0
17.5m×5.60
5.30
5.20
2.40
2.35
2.25
28.0
27.9m×2.50
2.40
2.35
2.25
2.15
2.10
2.00
1.95
30.0
2.15
2.05
1.95
1.85
1.80
1.75
1.65
32.0
30.5m×2.10
1.85
1.75
1.65
1.60
1.50
1.40
34.0
33.1m×1.70
1.55
1.45
1.40
26.00
25.90
25.85
18.15
5.7m×24.40
7.0
18.35
18.25
18.20
15.05
18.10
18.00
18.00
8.0
15.30
15.15
15.15
12.85
15.00
14.95
14.90
14.85
14.80
9.0
13.05
12.95
12.90
11.15
12.80
12.70
12.65
5.The counterweingt is 15900kg (coonsists of 2pieces)for all cases,And,when oerating,be sure that the crawler is extended.
8.05
14.0
12.38.75
7.25
7.20
5.10
7.05
6.95
6.90
6.85
6.75
6.70
6.60
6.55
6.50
6.40
18.0
17.5m×5.40
4.40
5.00
4.90
4.85
4.80
4.70
4.60
4.55
4.50
4.45
4.35
20.0
4.40
4.35
4.25
4.15
4.10
13
16
19
22
25
28
31
34
37
40
43
46
49
52
3.7
50.0
4.0
45.80
4.1m×44.20
4.5
37.90
37.80
4.6m×36.30
5.0
32.00
31.90
31.85
5.15m×30.20
5..5
27.60
27.50
27.40
27.30
5..7m×25.90
6.0
24.25
24.15
24.05
24.00
6.2m×
22.70
7.0
19.45
19.35
19.30
19.20
19.10
19.00
15.30
8.0
16.20
16.05
16.00
15.90
15.70
15.50
15.40
15.30
15.30
9.0
13.80
13.70
13.60
13.50
13.40
13..30
13.20
4.05
3.95
3.85
3.80
3.75
3.65
22.0
3.80
3.70
3.60
3.55
3.45
3.40
3.30
3.25
3.20
3.10
24.0
22.7m×3.65
3.25
3.20
3.10
3.00
2.95
2.85
2.80
2.70
2.65
26.0
25.3m×3.00
2.80
2.75
2.65
2.55
2.45
4.The main boom from 22m to 43min length can be ptovided with the jib,And ahe main boom from 13m to 46min length can be provided with the auxiliary jib.
Unit; 1000kg
Working
Rading
(m)
Boomlength(m)
13
16
19
22
25
28
31
34
37
40
43
46
49
52
3.7
50.00
4.0
43.60
4.1m×41.50
4.5
35.65
35.55
4.6m×34.15
5.0
30.10
30.00
30.00
5.15m×28.50
5.5
2.Deduct weight of all liftin device,main book,from figures shown above.
3.Deduct 700kg(6.10m fb boom),850kg(9.15mjib boom),1000kg(12.20mjibboom),1150kg(15、25mjib boom),or 200kg(auxiliary jib)from main book lioad when boom is equipped with jib boom.
5.The counterweight is 15900kg(comsists of 2 piesces)for all cases.And,,when operating be sure that the crawler is extend.ed.
表1-3 KH180-3履带吊主臂工况起重性能表
Ated load(PCSA Rating)
12.60
12.55
12.45
12.35
10.0
11.35
11.25
11.20
8.75
11.10
11.00
10.95
10.90
10.80
10.75
10.65
10.65
10.1m×10.45
12.0
9.00
8.85
8.80
7.10
8.65
8.55
8.55
8.50
8.40
8.30
8.25
8.20
8.15
1.30
1.20
NOTES:
1.Crane capacities shown above are dererined according to PCSA (Power Crane and Shore Association inU.S.A)and do no exceed 75% of tippyng load with crane standing on firm level surfacd.
13.10
13.00
12.90
11.60
10.0
12.05
11.9011.85Βιβλιοθήκη 11.7511.70
11.60
11.50
11.40
11.40
11.30
11.20
9.70
10.1m×8.32
12.0
9.50
9.35
9.30
9.20
9.10
9.00
8.90
8.80
8.80
8.70
8.60
8.55
7.75
6.65
5.10
5.50
4.95
4.85
4.75
4.65
4.60
4.50
4.40
20.0
4.60
4.50
4.35
4.30
4.20
4.15
4.00
3.90
3.85
3.80
3.70
22.0
3.90
3.80
3.70
3.65
3.55
3.45
3.35
3.30
3.20
3.10
24.0
22.7m×3.75
3.30
3.25
第十章50吨履带式起重机工况表表12kh1803主臂工况起重性能表ratedloadbsratingunit
第十章、50吨履带式起重机工况表
表1-2 KH180-3主臂工况起重性能表
Rated Load(BS Rating)
Unit;1000kg
Working radius(m)
Boom lenhgth(m)
3.15
3.05
2.95
2.85
2.80
2.70
2.60
26.0
25.3M×3.50
2.85
2.75
2.65
2.55
2.45
2.40
2.30
2.20
28.0
27.9m×2.55
2.40
2.30
2.20
2.10
2.05
1.95
1.85
30.0
2.15
2.05
1.90
1.80
1.75
1.65
1.55
32.0
2.Deduct weight of all lifting devices.mainhhok,from figures sghown above.
3.Deduct700kg(6.10m jib boom).850kg(9.15m jib boom),100kg(12.20m jib boom),1150kg(15.25m jib boom),or 200kg(auxiliary jib)froam main hook lioad when boom is equipped with jibboom.
30.5m×2.10
1.80
1.65
1.55
1.50
1.40
1.30
34.0
33.1m×1.65
1.45
1.35
1.30
1.20
1.05
NOTES:
1.Crane capacities shown abdove are determined according to BS(British Standard 1981)with-crane standing on firm level srfac.
4.The main boom from 22mauxiliary to 43min length can be provided with the jib,And,the main boom from 13mto 46min length aacan be provided with the auxiliary jib.
14.0
12.3m×9.20
7.65
7.55
7.45
7.25
7.25
7.20
7.15
7.05
6.95
6.85
6.80
6.75
6.20
16.0
14.9m×6.80
6.35
6.20
6.05
6.05
5.95
5.90
5.80
5.70
5.60
5.55
5.45
5.35
18.0
17.5m×5.60
5.30
5.20
2.40
2.35
2.25
28.0
27.9m×2.50
2.40
2.35
2.25
2.15
2.10
2.00
1.95
30.0
2.15
2.05
1.95
1.85
1.80
1.75
1.65
32.0
30.5m×2.10
1.85
1.75
1.65
1.60
1.50
1.40
34.0
33.1m×1.70
1.55
1.45
1.40
26.00
25.90
25.85
18.15
5.7m×24.40
7.0
18.35
18.25
18.20
15.05
18.10
18.00
18.00
8.0
15.30
15.15
15.15
12.85
15.00
14.95
14.90
14.85
14.80
9.0
13.05
12.95
12.90
11.15
12.80
12.70
12.65
5.The counterweingt is 15900kg (coonsists of 2pieces)for all cases,And,when oerating,be sure that the crawler is extended.
8.05
14.0
12.38.75
7.25
7.20
5.10
7.05
6.95
6.90
6.85
6.75
6.70
6.60
6.55
6.50
6.40
18.0
17.5m×5.40
4.40
5.00
4.90
4.85
4.80
4.70
4.60
4.55
4.50
4.45
4.35
20.0
4.40
4.35
4.25
4.15
4.10
13
16
19
22
25
28
31
34
37
40
43
46
49
52
3.7
50.0
4.0
45.80
4.1m×44.20
4.5
37.90
37.80
4.6m×36.30
5.0
32.00
31.90
31.85
5.15m×30.20
5..5
27.60
27.50
27.40
27.30
5..7m×25.90
6.0
24.25
24.15