demag vinç bilgileri
TRANSCRIPT
140605 EN/DE 203 375 44 714 IS 112
ZKKE standard overhead travelling crane withno platformwith DFW-L-Z end carriage
2 2033
7544
.p65
/140
605
h7
b b4
150
200
X2
-U50
0
+-
min
.500
max.
max.
ZKKE standard overhead travelling crane with no platform
Design 4 upper and lower edges adapted to existing building clearancedimensions U>0
Standard crane girder designs
Design 1for existing building clearance dimensions with limited dimension X and dimen-sion U>0
Note: The hoist may be arranged lower if the X dimension is small (please enquire)
Special crane girder designs
Design 2 for new and existing building clearance dimensions for maximumutilization of the lifting height, raised U<=150
Design 3 for new and existing building clearance dimensions for maximumutilization of the lifting height, raised U>150
20337404.eps
h7
b b4
150
200
X4
+U
500
+-
max.
min
.500
20337402.eps
+U
20337401.eps
h7
b b4
150
200
X1
+U
500
+-
max.
max.
min
.
h7
b b4
150
200
X3
-U50
0
+-
20337403.eps
min
500
b
max.
max.
dø 4b 7h
]mm[ ]mm[ ]mm[
061WFD 58 653ot253
002WFD 59 934ot734
052WFD 501 274ot074
513WFD 521 805ot605
004WFD 041 255ot055
max.
32033
7544
.p65
/140
605
Crabs/control variants/control pendant arrangement
Crab design EZLDH: Double-rail crabs with DH hoist
Cross travel speeds: Vka= 5/20 m/min
Long travel speed: Vkr= 5/20, 6,3/25, 8/31,5 or 10/40 m/min
Other crab types, crab and long travel speeds as well as additional equipment .
Travel wheel tread
Other treads on requestFor more details regarding groups of mechanisms 1Am, 2m, ..., 5m, refer to thetables for permissible wheel load for linear contact and GGG travel wheel material(technical data 203 325 44, sections 2.1.5 to 2.1.9)Crane runway tolerances to VDI 3576 (Oct. 86)
Special control: DML crab power supply (conductor line)stationary control (attached to the crane girderor crab)
Special control: KBK 25 crab power supply (trailing cable)stationary control (attached to the crane girder orcrab)
Standard control: DML crab power supply (conductor line)DVW mobile control (conductor line)
Standard control: KBK 25 crab power supply (trailing cable)KBK 25 mobile control (trailing cable)
forwards
Crane side 1 Crane side 2
KBK25-verfahrbare Steuerung
KBK25-Katzstromzuführung
left
reverse
right
20337406.eps
Demag control pendant
forwardsCrane side 1 Crane side 2
DML crab power supply
DVW mobile controlleft
reverse
right
20337405.eps Demag control pendant
20337407.eps 20337408.eps
forwardsCrane side 1Crane side 2
DML crab power supply
left
reverse
right
IR or radio control forwards
Crane side 1 Crane side 2left
reverse
right
IR or radio control
KBK25 crab power supply
Special control: DML crab power supply (conductor line)IR or radio remote control
Special control: KBK 25 crab power supply (conductor line)IR or radio remote control
20337409.eps
brail
bwheel
min
.30
ø d
.aidleehwlevarT leehwbxam liarbxam
mm mm mm
061 56 55
002 56 55
052 57 56
513 09 08
004 011 001
4 2033
7544
.p65
/140
605
Crane selection table DIN 15018, hoisting class H2, loading group B3EZLDH with DRS
See pages 26 and 27 for further details.All structural dimensions, approach dimensions and information on the crane runway dimensions are based onthe standard design 1 presented in this catalogue. Check for any deviations. Pay attention to the remarks on the fold-out sheet
LWStsioH egdirbenarC egairracdneZ-L-WFD SRDhtiwHDLZEbarC
H gnitfilniaM )2 6FgnitfilpeerC cirtcelEtsioh
MEF
barCthgiew
rkL )4 U 1X d tke tkeL akL reffuBZPD)8
b y g 1nal )31)21 2nal
)1 nim/m nim/m otpu )6)5 )7 )9 )01 )11 mm )31)21
t m 1V 2V 3V 1V 2V 3V )3 gk m mm mm mm mm mm mm 1UPN mm mm mm 1V 2V 3V mm
Standard design 1
2,3 6 - 6,5 - -
4F 4F
861HD21H1/4mA1
044
51 57
0631 061
0052 0892
0041001
571
575
512-
-
026 026 037
5,4——1,1
7——7,1
91 571 576
22 5720513 0363
577
42 573 578
584
52092
0541 002 0004
6454
0422
097
003-62
8954
031
92 093 098
03 094 099
525
13 583
0651 513 00057275
0082 002
588
504- 076 076 08743584 589
53 2975 061
2,3 21 3,6 0,8 5,21
6F 6F 6F
613HD21H1/2mA1
614HD21H1/2m2
594
51 57
0041 061
0052 0892
0041001
571
575
01
085 085 085 028
3,6——1
8——3,1
5,21——1,2
91 571 576
22 5720513 0363
577
42 573 578
015
52092
0941 002 0004
6454
0422
097
57-62
8954
031
92 093 098
03 094 099
535
13 583
0061 513 00057275
0082 002
588
081- 036 036 036 07843584 589
53 2975 061
2,3 8 6,5 - -
4F 4F
-
802HD61H1/4m2
064
51 57
0631 061
0052 0892
0041001
571
575
521-
036 036
-
068
5,4——1,1
0,7——7,1
91 571 576
22 5720513 0363
577
42 573 578
505
52092
0541 002 0004
6454
0422
097
012-62
8954
031
92 093 098
03 094 099
045
13 583
0651 513 00057275
0082 002
588
513- 086 086 01943584 589
53 2975 061
5 8 5,3 - - -
4F
-
212HD61H1/4
mA1
064
21 57
0631 061
0052 0892
0041001
571
575
521-
036 036
-
0685,4——1,1
51 571 576
91572 577
12
05130363
32573 578
42 2863
03150562 093
0541 002 0004 8954 0422098
012-03
094 099
04523
0651 513 00057275
0082 002 513- 086 086 01953 046 2975 061 0411
52033
7544
.p65
/140
605
See pages 26 and 27 for further details.All structural dimensions, approach dimensions and information on the crane runway dimensions are based onthe standard design 1 presented in this catalogue. Check for any deviations. Pay attention to the remarks on the fold-out sheet
Crane selection table DIN 15018, hoisting class H2, loading group B3EZLDH with DRS
Standard design 1
5 6 0,4 0,5 0,8
6F 6F 6F
213HD21H1/4m2
035
21 57
0041 061
0052 0892
0041001
571
575
01
085 085 085 0280,4——6,0
0,5——8,0
0,8——3,1
51 571 576
91572 577
12
05130363
32573 578
42 2863
03157562 093
0941 002 0004 8954 0422098
57-03
094 099
55623
0061 513 00057275
0082 002 081- 036 036 036 07853 046 2975 061 0411
5 01 0,4 0,5 0,8
6F 6F 6F
213HD02H1/4m2
006
21 57
0041 061
0052 0892
0041001
571
575
01
036 036 036 0790,4——6,0
0,5——8,0
0,8——3,1
51 571 576
91572 577
12
05130363
32573 578
42 2863
03158662 093
0941 002 0004 8954 0422098
57-03
094 099
56723
0061 513 00057275
0082 002 081- 086 086 086 020153 046 2975 061 0411
5 21 0,5 0,8 5,21
6F 6F 6F
525HD21H1/2mA1
526HD21H1/2m2
535
21 57
0541 061
0052 0892
0041001
571
575
541
526 526 576 0480,5——8,0
0,8——3,1
5,21——1,2
51 571 576
91572 577
12
05130363
32573 578
42 2863
03101662 093
0451 002 0004 8954 0422098
0603
094 099
05623
0561 513 00057275
0082 002 54- 576 576 527 09853 046 2975 061 0411
3,6 6 1,3 0,4 3,61,3
——5,0
0,4——6,0
3,6——0,1
613HD21H1/4mA1
614HD21H1/4m2
035
11 57
0041 061
0052 0892
0041001
571
575
01
085 085 085 028
51 571 576
91 572 577
22 573
05130363
578
32574 579
42 2863
031575
62 093
0941 002 0004 6454 0422
098
57-82 094 099
03 095 0901
556
13 094
0061 513 00057275
0082 002
099
081- 036 036 036 07823046 0411
53 2975 061
LWStsioH egdirbenarC egairracdneZ-L-WFD SRDhtiwHDLZEbarC
H gnitfilniaM )2 6FgnitfilpeerC cirtcelEtsioh
MEF
barCthgiew
rkL )4 U 1X d tke tkeL akL reffuBZPD)8
b y g 1nal )31)21 2nal
)1 nim/m nim/m otpu )6)5 )7 )9 )01 )11 mm )31)21
t m 1V 2V 3V 1V 2V 3V )3 gk m mm mm mm mm mm mm 1UPN mm mm mm 1V 2V 3V mm
6 2033
7544
.p65
/140
605
See pages 26 and 27 for further details.All structural dimensions, approach dimensions and information on the crane runway dimensions are based onthe standard design 1 presented in this catalogue. Check for any deviations. Pay attention to the remarks on the fold-out sheet
Crane selection table DIN 15018, hoisting class H2, loading group B3EZLDH with DRS
3,6 01 1,3 0,4 3,61,3
——5,0
0,4——6,0
3,6——0,1
613HD02H1/4mA1
614HD02H1/4m2
006
11 57
0041 061
0052 0892
0041001
571
575
01
036 036 036 079
51 571 576
91 572 577
22 573
05130363
578
32574 579
42 2863
031586
62 093
0941 002 0004 6454 0422
098
57-82 094 099
03 095 0901
567
13 094
0061 513 00057275
0082 002
099
081- 086 086 086 020123046 0411
53 2975 061
3,6 21 0,4 3,6 0,01 -3,6——1
01——7,1
235HD21H1/2mB1
236HD21H1/2MA1
535
11 57
0541 061
0052 0892
0041001
571
575
541
526 526 576 048
51 571 576
91 572 577
22 573
05130363
578
32574 579
42 2863
031016
62 093
0451 002 0004 6454 0422
098
0682 094 099
03 095 0901
056
13 094
0561 513 00057275
0082 002
099
54- 576 576 527 09823046 0411
53 2975 061
8 6 5,2 1,3 0,5 -1,3
——5,0
0,5——8,0
023HD21H1/4mB1
024HD21H1/4mA1
035
01 57
0041 061
0052 0892
0041
001
571
575
01
085 085 085 028
31 571 576
61 572 577
91 573 578
32 5740513 2863
031
579
42 575 5701
57562 094
0941 002 0004 8954 0422099
57-03 095 0901
556 53 046 0061 513 0005 2975 0082 061 002 0411 081- 036 036 036 078
8 01 5,2 1,3 5 -1,3
——5,0
0,5——8,0
023HD02H1/4mB1
024HD02H1/4mA1
006
01 57
0041 061
0052 0892
0041
001
571
575
01
036 036 036 079
31 571 576
61 572 577
91 573 578
32 5740513 2863
031
579
42 575 5701
58662 094
0941 002 0004 8954 0422099
57-03 095 0901
567 53 046 0061 513 0005 2975 0082 061 002 0411 081- 086 086 086 0201
Standard design 1
LWStsioH egdirbenarC egairracdneZ-L-WFD SRDhtiwHDLZEbarC
H gnitfilniaM )2 6FgnitfilpeerC cirtcelEtsioh
MEF
barCthgiew
rkL )4 U 1X d tke tkeL akL reffuBZPD)8
b y g 1nal )31)21 2nal
)1 nim/m nim/m otpu )6)5 )7 )9 )01 )11 mm )31)21
t m 1V 2V 3V 1V 2V 3V )3 gk m mm mm mm mm mm mm 1UPN mm mm mm 1V 2V 3V mm
72033
7544
.p65
/140
605
See pages 26 and 27 for further details.All structural dimensions, approach dimensions and information on the crane runway dimensions are based onthe standard design 1 presented in this catalogue. Check for any deviations. Pay attention to the remarks on the fold-out sheet
Crane selection table DIN 15018, hoisting class H2, loading group B3EZLDH with DRS
8 21 1,3 0,5 0,8 -0,5——8,0
0,8——3,1
046HD21H1/2mB1
596
01 57
5641 061
0052 0892
0041
001
571
575
031
036 036 036 048
31 571 576
61 572 577
91 573 578
32 5740513 2863
031
579
42 575 5701
04762 094
5551 002 0004 8954 0422099
5403 095 0901
028 53 046 5661 513 0005 2975 0082 061 002 0411 06- 086 086 086 098
8 61 0,8 5,21 0,810,8——3,1
5,21——1,2
0,81——0,3
0401HD61H1/2
m2
029
01 57
5361 061
0052 0892
0041
001
571
575
552
017 097 059 0101
31 571 576
61 572 577
91 573 578
32 5740513 2863
031
579
42 575 5701
030162 094
5271 002 0004 8954 0422099
07103 095 0901
0601 53 046 5381 513 0005 2975 0082 061 002 0411 56 067 048 0001 0601
01 6 2 5,2 4 - -0,4——6,0
524HD21H1/4mB1
055
9 57
0241 061
0052 0892
0041
001
571
575
56-
507 507 517 069
21 571 576
61 572 577
71 573 578
91574 579
320513 2863
031
42 575 5701
595
62 094
0151 002 0004 8954 0422
099
051-82 095 0901
03 047 0421
50713 046
0261 513 0005 2975 0082 061 0020411
552- 557 557 567 010153 047 0421
01 6 5,2 0,4 3,65,2——4,0
0,4——6,0
3,6——0,1
525HD21H1/4mA1
526HD21H1/4m2
596
9 57
5641 061
0052 0892
0041
001
571
575
01
027 027 037 037
21 571 576
61 572 577
71 573 578
91574
579
320513 2863
031
42 575 5701
047
62 094
5551 002 0004 8954 0422
099
57-82 095 0901
03 047 0421
02813 046
5661 513 0005 2975 0082 061 0020411
081- 077 077 087 08753 047 0421
Standard design 1
LWStsioH egdirbenarC egairracdneZ-L-WFD SRDhtiwHDLZEbarC
H gnitfilniaM )2 6FgnitfilpeerC cirtcelEtsioh
MEF
barCthgiew
rkL )4 U 1X d tke tkeL akL reffuBZPD)8
b y g 1nal )31)21 2nal
)1 nim/m nim/m otpu )6)5 )7 )9 )01 )11 mm )31)21
t m 1V 2V 3V 1V 2V 3V )3 gk m mm mm mm mm mm mm 1UPN mm mm mm 1V 2V 3V mm
8 2033
7544
.p65
/140
605
See pages 26 and 27 for further details.All structural dimensions, approach dimensions and information on the crane runway dimensions are based onthe standard design 1 presented in this catalogue. Check for any deviations. Pay attention to the remarks on the fold-out sheet
Crane selection table DIN 15018, hoisting class H2, loading group B3EZLDH with DRS
Standard design 1
01 01 5,2 0,4 3,65,2——4,0
0,4——6,0
3,6——0,1
525HD02H1/4mA1
526HD02H1/4m2
567
9 57
5641 061
0052 0892
0041
001
571
575
01
077 077 077 0001
21 571 576
61 572 577
71 573 578
91574 579
320513 2863
031
42 575 5701
058
62 094
5551 002 0004 8954 0422
099
57-82 095 0901
03 047 0421
03913 046
5661 513 0005 2975 0082 061 0020411
081- 028 028 028 050153 047 0421
01 61 3,6 0,01 0,613,6–––0,1
0,01–––7,1
0,41–––3,2
0501HD61H1/2mA1
029
9 57
5361 061
0052 0892
0041
001
571
575
552
017 097 059 0101
21 571 576
61 572 577
71 573 578
91574 579
320513 2863
031
42 575 5701
0301
62 094
5271 002 0004 8954 0422
099
07182 095 0901
03 047 0421
060113 046
5381 513 0005 2975 0082 061 0020411
56 067 048 0001 060153 047 0421
5,21 6 0,2 1,3 0,5 -1,3
——5,0
0,5——8,0
235HD21H1/4mB1
236HD21H1/4mA1
596
8 57 5841 061 0052 0892
0041
001
571
575 5-
077 077 077 087
11 09
5751 002
00526403
095
09-
41 091 096
61 092 097
81093 098
91 8903
03142
0940513 8473
099
047
62
0004
8954
042272 095 0901
82 0750951 052 6964
061 002
0701011-
028 028 028 03803 027 0221
02813 537
5861 513 0005 2975 00825321
59-53 538 5331
LWStsioH egdirbenarC egairracdneZ-L-WFD SRDhtiwHDLZEbarC
H gnitfilniaM )2 6FgnitfilpeerC cirtcelEtsioh
MEF
barCthgiew
rkL )4 U 1X d tke tkeL akL reffuBZPD)8
b y g 1nal )31)21 2nal
)1 nim/m nim/m otpu )6)5 )7 )9 )01 )11 mm )31)21
t m 1V 2V 3V 1V 2V 3V )3 gk m mm mm mm mm mm mm 1UPN mm mm mm 1V 2V 3V mm
92033
7544
.p65
/140
605
See pages 26 and 27 for further details.All structural dimensions, approach dimensions and information on the crane runway dimensions are based onthe standard design 1 presented in this catalogue. Check for any deviations. Pay attention to the remarks on the fold-out sheet
Crane selection table DIN 15018, hoisting class H2, loading group B3EZLDH with DRS
Standard design 1
5,21 01 0,2 1,3 0,5 -1,3
——5,0
0,5——8,0
235HD02H1/4mB1
236HD02H1/4mA1
567
8 57 5841 061 0052 0892
0041
001
571
575 5-
038 038 038 0601
11 09
5751 002
00526403
095
09-
41 091 096
61 092 097
81093 098
91 8903
03142
0940513 8473
099
058
62
0004
8954
042272 095 0901
82 0750951 052 6964
061 002
0701011-
088 088 088 011103 027 0221
03913 537
5861 513 0005 2975 00825321
59-53 538 5331
5,21 61 0,5 0,8 1,21 -0,8——3,1
2,11——8,1
3601HD61H1/2mB1
069
8 57 0561 061 0052 0892
0041
001
571
575 042
537 067 519 0011
11 09
5371 002
00526403
095
551
41 091 096
61 092 097
81093 098
91 8903
03142
0940513 8473
099
0701
62
0004
8954
042272 095 0901
82 0755571 052 6964
061 002
0701531
587 018 569 051103 027 0221
001113 537
0581 513 0005 2975 00825321
05153 538 5331
61 6 6,1 5,2 0,4 -5,2——4,0
0,4——6,0
046HD21H1/4mB1
059
7 51-
5751 0020052
6403
0041
001571
584
09- 508 088 0301 539
9 58 585
21 581 586
51 582 587
61583 588
71 8903
031
91074
0951 052
2413
002
079
011-
558 039 0801 589
42 0513 2973
0501
52 075
00042464
0422
0701
62027 0221
03 6964
0610011
23 5385861 513 0005 2975 0082
533159-
53 539 5341
LWStsioH egdirbenarC egairracdneZ-L-WFD SRDhtiwHDLZEbarC
H gnitfilniaM )2 6FgnitfilpeerC cirtcelEtsioh
MEF
barCthgiew
rkL )4 U 1X d tke tkeL akL reffuBZPD)8
b y g 1nal )31)21 2nal
)1 nim/m nim/m otpu )6)5 )7 )9 )01 )11 mm )31)21
t m 1V 2V 3V 1V 2V 3V )3 gk m mm mm mm mm mm mm 1UPN mm mm mm 1V 2V 3V mm
10 2033
7544
.p65
/140
605
See pages 26 and 27 for further details.All structural dimensions, approach dimensions and information on the crane runway dimensions are based onthe standard design 1 presented in this catalogue. Check for any deviations. Pay attention to the remarks on the fold-out sheet
Crane selection table DIN 15018, hoisting class H2, loading group B3EZLDH with DRS
Standard design 1
61 01 6,1 5,2 0,4 -5,2——4,0
0,4——6,0
046HD02H1/4mB1
0001
7 51-
5751 0020052
6403
0041
001571
584
09- 089 089 5301 5731
9 58 585
21 581 586
51 582 587
61583 588
71 8903
031
91074
0951 052
2413
002
079
011-
0301 0301 5801 5241
42 0513 2973
0011
52 075
00042464
0422
0701
62027 0221
03 6964
0610511
23 5385861 513 0005 2975 0082
533159-
53 539 5341
61 8 0,4 3,6 0,90,4——6,0
3,6——0,1
0,9——5,1
0401HD61H1/4m2
0531
7 51-
0471 0020052
6403
0041
001571
584
011 508 088 0301 539
9 58 585
21 581 586
51 582 587
61583 588
71 8903
031
91074
5571 052
2413
002
079
09
558 039 0801 589
42 0513 2973
0541
52 075
00042464
0422
0701
62027 0221
03 6964
0610551
23 5380581 513 0005 2975 0082
5331501
53 539 5341
61 21 0,4 3,6 0,90,4——6,0
3,6——0,1
0,9——5,1
0401HD42H1/4m2
0941
7 51-
0471 0020052
6403
0041
001571
584
011
0101 0101 0101 5041
9 58 585
21 581 586
51 582 587
61583 588
71 8903
031
91074
5571 052
2413
002
079
09
42 0513 2973
0751
52 075
00042464
0422
0701
62027 0221
03 6964
0610761
23 5380581 513 0005 2975 0082
5331501
53 539 5341
LWStsioH egdirbenarC egairracdneZ-L-WFD SRDhtiwHDLZEbarC
H gnitfilniaM )2 6F_gnitfilpeerC cirtcelEtsioh
MEF
barCthgiew
rkL )4 U 1X d tke tkeL akL reffuBZPD)8
b y g 1nal )31)21 2nal
)1 nim/m nim/m otpu )6)5 )7 )9 )01 )11 mm )31)21
t m 1V 2V 3V 1V 2V 3V )3 gk m mm mm mm mm mm mm 1UPN mm mm mm 1V 2V 3V mm
112033
7544
.p65
/140
605
See pages 26 and 27 for further details.All structural dimensions, approach dimensions and information on the crane runway dimensions are based onthe standard design 1 presented in this catalogue. Check for any deviations. Pay attention to the remarks on the fold-out sheet
Crane selection table DIN 15018, hoisting class H2, loading group B3EZLDH with DRS
Standard design 1
02 8 1,3 0,5 0,81,3
——5,0
0,5——8,0
0,7——1,1
0501HD61H1/4mA1
0751
9 07
0181 052
0052
0903
0041
001
002
075
530101 0101 0101 0411
11 071 076
31 072 077
51 0732413
031
078
91 074 079
42 075 0513 2973 0701
0771
62 027
0004
2464
0422
0221
72028 0231
926964
06103 079 0741
5391 53 098 0091 513 0005 2975 0082 0931 05-
02 21 1,3 0,5 0,81,3
——5,0
0,5——8,0
0,7——1,1
0501HD42H1/4mA1
0271
9 07
0181 052
0052
0903
0041
001
002
075
530101 0101 0101 5041
11 071 076
31 072 077
51 0732413
031
078
91 074 079
42 075 0513 2973 0701
0791
62 027
0004
2464
0422
0221
72028 0231
926964
06103 079 0741
0412 53 098 0091 513 0005 2975 0082 0931 05-
52 8 5,2 0,4 0,6 -0,4——6,0
6,5——9,0
3601HD61H1/4mB1
0751
8 07
5581 052
0052
0903
0041
001
002
075
51-
0101 0101 0101 0411
01 071 076
21 072 077
31073 078
412413
031
81074 079
91
0513 297322 075 0701
42056
5291513
0511
511-0771
520004 6964
0422061
72057 0521
920024 6984
03 009 0041
5391 53 098 513 0005 2975 0082 0931 521-
LWStsioH egdirbenarC egairracdneZ-L-WFD SRDhtiwHDLZEbarC
H gnitfilniaM )2 6FgnitfilpeerC cirtcelEtsioh
MEF
barCthgiew
rkL )4 U 1X d tke tkeL akL reffuBZPD)8
b y g 1nal )31)21 2nal
)1 nim/m nim/m otpu )6)5 )7 )9 )01 )11 mm )31)21
t m 1V 2V 3V 1V 2V 3V )3 gk m mm mm mm mm mm mm 1UPN mm mm mm 1V 2V 3V mm
12 2033
7544
.p65
/140
605
See pages 26 and 27 for further details.All structural dimensions, approach dimensions and information on the crane runway dimensions are based onthe standard design 1 presented in this catalogue. Check for any deviations. Pay attention to the remarks on the fold-out sheet
Crane selection table DIN 15018, hoisting class H2, loading group B3EZLDH with DRS
Standard design 1
23 9 1,3 0,5 3,61,3
——5,0
5,4——7,0
-
0802HD81H1/4m2
0092
6 001
5312 513
0052
5713
0041
001
002
006
053
0101 0101 0101 0411
7002
7223 031
00711
31 003 008
61 004 009
91 005
0513 1393
061
0001
22 056 0511
42057 0521
004372 0004 1874
042203
098 5512 0040054 1935
0931 0330753 53 0005 1985 0082
23 5,31 1,3 0,5 3,61,3
——5,0
5,4——7,0
-
0802HD72H1/4m2
5713
6 001
5312 513
0052
5713
0041
001
002
006
053
0101 0101 0101 5041
7002
7223 031
00711
31 003 008
61 004 009
91 005
0513 1393
061
0001
22 056 0511
42057 0521
086372 0004 1874
042203
098 5512 0040054 1935
0931 0330583 53 0005 1985 0082
52 21 5,2 0,4 0,6 -0,4——6,0
6,5——9,0
3601HD42H1/4mB1
0271
8 07
0881 052
0052
0903
0041
001
002
075
04-
0101 0101 0101 5041
01 071 076
21 072 077
31073 078
412413
031
81074 079
91
0513 297322 075 0701
42056
0591 513
0511
041-0791
520004 6964
0422061
72057 0521
920024 6984
03 009 0041
0412 53 098 0791 513 0005 2975 0082 0931 521-
LWStsioH egdirbenarC egairracdneZ-L-WFD SRDhtiwHDLZEbarC
H gnitfilniaM )2 6FgnitfilpeerC cirtcelEtsioh
MEF
barCthgiew
rkL )4 U 1X d tke tkeL akL reffuBZPD)8
b y g 1nal )31)21 2nal
)1 nim/m nim/m otpu )6)5 )7 )9 )01 )11 mm )31)21
t m 1V 2V 3V 1V 2V 3V )3 gk m mm mm mm mm mm mm 1UPN mm mm mm 1V 2V 3V mm
132033
7544
.p65
/140
605
04 9 5,2 0,4 0,55,2——4,0
6,3——6,0
-
0012HD81H1/4mA1
0692
7 001
0812 513 0052 7223
0041
031
002
006
051
0101 0101 0101 0411
8 002 007
21 003 008
41 004 009
51 093
0022 004
0513
7893
098
031
71 094 099
91046 0411
02
1404
061
32 047 0421
42
048 04310063
72 0004 19840422
03 0054 1935
0773 53 0401 0005 1985 0082 0451
04 5,31 5,2 0,4 0,55,2——4,0
6,3——6,0
-
0012HD72H1/4mA1
0423
7 001
0812 513 0052 7223
0041
031
002
006
051
0101 0101 0101 5041
8 002 007
21 003 008
41 004 009
51 093
0022 004
0513
7893
098
031
71 094 099
91046 0411
02
1404
061
32 047 0421
42
048 04315883
72 0004 19840422
03 0054 1935
0504 53 0401 0005 1985 0082 0451
See pages 26 and 27 for further details.All structural dimensions, approach dimensions and information on the crane runway dimensions are based onthe standard design 1 presented in this catalogue. Check for any deviations. Pay attention to the remarks on the fold-out sheet
Crane selection table DIN 15018, hoisting class H2, loading group B3EZLDH with DRS
Standard design 1
LWStsioH egdirbenarC egairracdneZ-L-WFD SRDhtiwHDLZEbarC
H gnitfilniaM )2 6FgnitfilpeerC cirtcelEtsioh
MEF
barCthgiew
rkL )4 U 1X d tke tkeL akL reffuBZPD)8
b y g 1nal )31)21 2nal
)1 nim/m nim/m otpu )6)5 )7 )9 )01 )11 mm )31)21
t m 1V 2V 3V 1V 2V 3V )3 gk m mm mm mm mm mm mm 1UPN mm mm mm 1V 2V 3V mm
14 2033
7544
.p65
/140
605
Details for crane runway dimensions DIN 4132Note: The effects of maximum and minimum loads and forces of the crane on the crane runways can vary depending
on the crab position (lan 1, lan 2) and long travel direction (+Vcrane, – Vcrane) (see figures 1 – 4).The following tables provide the maximum and minimum values for standard cranes.
203 374 11.eps
Crane runway girder 1 Crane runway girder 2
203 374 10.eps
Fig. 1: Crab at lan 1; + Vcrane
Fig. 2: Crab at lan 2; + Vcrane
Crane runway girder 1 Crane runway girder 2
)noisnemidhcaorppaelbaruovafnunibarC(FFE:metsysenarC
)stneiciffeoctuohtiw(sdaolleehWekarb/evirD
secrofgnitlusersecrofaitrenI
levartgnolmorfsecrofgniwekS
dnereffuBecrof
gk Nk Nk Nk Nk
Rxam Rxam Rnim Rnim L mHnim mHxam S sHxam sHnim uPxam
152033
7544
.p65
/140
605
Details for crane runway dimensions DIN 4132Note: The effects of maximum and minimum loads and forces of the crane on the crane runways can vary depending
on the crab position (lan 1, lan 2) and long travel direction (+Vcrane, – Vcrane) (see figures 1 – 4).The following tables provide the maximum and minimum values for standard cranes.
Crane runway girder 1 Crane runway girder 2
203 374 12.eps
Fig. 3: Crab at lan 1; – Vcrane
Fig. 4: Crab at lan 2; – Vcrane
Crane runway girder 1 Crane runway girder 2
203 374 13.eps
)noisnemidhcaorppaelbaruovafnunibarC(FFE:metsysenarC
)stneiciffeoctuohtiw(sdaolleehWekarb/evirD
secrofgnitlusersecrofaitrenI
levartgnolmorfsecrofgniwekS
dnereffuBecrof
gk Nk Nk Nk Nk
Rxam Rxam Rnim Rnim L mHnim mHxam S sHxam sHnim uPxam
16 2033
7544
.p65
/140
605
Wheel loads/inertia forces/skewing forces/buffer forces/crane dead weight forces
V Kr = 40 m/min / VKa = 20 m/min / For hoist speed of crab see pages 3 - 9;End carriage: Travel wheel diameter Æd - Travel wheel tread bwheel - Crane runway rail width brail : 160-65-50; 200-65-50; 250-75-60; 315-80-65; 400-80-65
t2,3daoltsioH )1/421H861dna1/461H802(1/221H614/613HDLZE
napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71 81 91
11Rxam gk 8491 4202 9802 4412 5912 3422 8822 1332 4732 4142 7842 4652 5852 8262 2172 3482
21Rxam gk 8091 6891 9402 3012 3512 0022 3422 6822 7232 6632 9342 5152 5352 6752 9562 0972
12Rnim gk 674 964 674 194 115 535 165 985 816 846 117 187 497 038 909 5301
22Rnim gk 074 364 964 384 305 625 155 875 606 536 896 667 977 418 198 7101
L Nk 84,0 25,0 65,0 16,0 56,0 96,0 37,0 87,0 28,0 68,0 49,0 30,1 50,1 90,1 91,1 53,1
mHnim Nk 90,0 21,0 61,0 2,0 42,0 92,0 53,0 14,0 84,0 55,0 56,0 77,0 48,0 39,0 70,1 72,1
mHxam Nk 73,0 35,0 96,0 78,0 50,1 32,1 34,1 26,1 38,1 30,2 72,2 25,2 27,2 49,2 02,3 94,3
S Nk 85,6 87,6 79,6 51,7 53,7 45,7 37,7 39,7 21,8 13,8 86,8 80,9 81,9 83,9 38,9 35,01
sHxam Nk 82,5 5,5 76,5 28,5 69,5 90,6 12,6 33,6 44,6 55,6 57,6 69,6 20,7 31,7 63,7 27,7
sHnim Nk 3,1 82,1 3,1 33,1 93,1 54,1 25,1 6,1 86,1 67,1 39,1 21,2 61,2 52,2 74,2 18,2
ZPDepytreffuB 001
)nim/m04=rkV;1=UPN(uPxam Nk 69,6 33,7 18,7 63,8 78,8 73,9 20,01 56,01 31,11 95,11 98,21 72,41 6,41 33,51 20,71 10,02
thgiewdaedenarC gk 2061 2471 3881 1202 2612 4032 3442 4852 5272 3682 5313 6243 3943 8463 1793 5844
t5daoltsioH )1/461H212dna1/402-21H213(1/221H526/525HDLZE
napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71 81 91
11Rxam gk 7082 4192 7992 6603 7213 3813 4323 2823 5833 7143 4643 5453 6063 4563 3473 6383
21Rxam gk 8472 7582 1492 0103 1703 7213 7713 5223 7233 9533 5043 6843 6453 3953 2863 3773
12Rnim gk 816 385 175 275 285 895 716 936 027 437 567 338 288 919 999 3801
22Rnim gk 826 985 475 375 185 595 316 436 317 627 657 228 078 709 589 8601
L Nk 45,0 85,0 26,0 76,0 17,0 57,0 97,0 38,0 49,0 79,0 20,1 11,1 71,1 22,1 23,1 34,1
mHnim Nk 01,0 31,0 61,0 2,0 42,0 92,0 53,0 04,0 25,0 85,0 66,0 87,0 98,0 00,1 61,1 43,1
mHxam Nk 54,0 46,0 58,0 70,1 13,1 55,1 8,1 70,2 24,2 86,2 79,2 23,3 56,3 79,3 53,4 37,4
S Nk 1,9 3,9 5,9 66,9 58,9 1,01 3,01 5,01 9,01 1,11 3,11 7,11 21 2,21 6,21 1,31
sHxam Nk 34,7 27,7 49,7 31,8 3,8 44,8 6,8 7,8 9 1,9 2,9 4,9 6,9 7,9 01 2,01
sHnim Nk 76,1 75,1 35,1 35,1 55,1 66,1 7,1 8,1 9,1 2 1,2 3,2 4,2 5,2 6,2 9,2
ZPDepytreffuB 001
)nim/m04=rkV;1=UPN(uPxam Nk 58,7 5,8 1,9 7,9 4,01 11 4,11 9,11 8,31 6,11 51 5,61 1,71 7,81 7,02 7,22
thgiewdaedenarC gk 1081 3491 3802 1222 1632 3052 1462 0872 5413 6323 0933 6863 4093 3704 9044 0674
t3,6daoltsioH )1/402-21H614/613(1/221H236/235HDLZE
napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71 81 91
11Rxam gk 6333 7643 7653 7463 7173 0873 6383 0493 9793 9504 4414 7624 3624 4534 2944 2954
21Rxam gk 1723 6043 7053 9853 9563 2273 8773 2883 0293 0004 4804 6024 2024 2924 9244 9254
12Rnim gk 047 086 256 246 346 356 666 637 547 208 568 079 059 7201 2511 2421
22Rnim gk 657 196 066 646 646 356 566 337 147 597 858 169 939 6101 0411 8221
L Nk 45,0 85,0 36,0 76,0 17,0 57,0 97,0 9,0 39,0 10,1 01,1 32,1 22,1 23,1 74,1 95,1
mHnim Nk 01,0 31,0 61,0 02,0 42,0 82,0 33,0 34,0 84,0 85,0 96,0 68,0 09,0 60,1 82,1 84,1
mHxam Nk 54,0 56,0 78,0 11,1 63,1 26,1 09,1 72,2 55,2 29,2 23,3 87,3 40,4 84,4 99,4 54,5
S Nk 11,11 03,11 94,11 96,11 88,11 70,21 62,21 37,21 68,21 42,31 46,31 62,41 91,41 56,41 73,51 98,51
sHxam Nk 60,9 24,9 96,9 29,9 11,01 82,01 34,01 27,01 28,01 50,11 82,11 16,11 6,11 58,11 32,21 05,21
sHnim Nk 50,2 88,1 08,1 77,1 77,1 97,1 38,1 10,2 40,2 91,2 63,2 56,2 95,2 08,2 41,3 93,3
ZPDepytreffuB 001
)nim/m04=rkV;1=UPN(uPxam Nk 77,7 54,8 20,9 36,9 53,01 19,01 04,11 99,21 64,31 57,41 61,61 28,81 55,81 94,02 43,32 76,52
thgiewdaedenarC gk 3081 4491 6802 4222 5632 8052 5462 1992 5803 6533 1563 4014 4504 9834 3194 1925
172033
7544
.p65
/140
605
maxR - Maximum wheel load without coefficient (deadweight and hoist load)minR - Minimum wheel load without coefficient (deadweight and hoist load)L, minHm, maxHm - Drive inertia forces
S, maxHs, minHs - Skewing forces with additional 10%maxPu - Maximum buffer force with vibration coefficient 1,25NPU=1 - Buffer against rigid stop
t2,3daoltsioH )1/421H861dna1/461H802(1/221H614/613HDLZE
napS m 02 12 22 32 42 52 62 72 82 92 03 13 23 33 43 53
11Rxam gk 9792 1303 9413 7723 9343 8963 7693 6493 2534 5344 7464 3615 6835 9475 3485 1616
21Rxam gk 3392 4892 2013 9223 0933 6363 4093 2883 4824 6634 6754 5905 8135 6765 0775 6806
12Rnim gk 9611 7121 2331 7541 5161 1781 7312 4112 7152 8952 7082 9033 1353 1983 3893 9924
22Rnim gk 3511 0021 4131 8341 6951 6481 1112 7802 8842 7652 6772 8723 8943 6583 7493 2624
L Nk 15,1 75,1 17,1 68,1 50,2 63,2 86,2 56,2 31,3 32,3 84,3 90,4 63,4 97,4 09,4 82,5
mHnim Nk 81,1 82,1 44,1 16,1 08,1 26,1 28,1 88,1 41,2 52,2 24,2 61,2 92,2 54,2 55,2 96,2
mHxam Nk 00,3 81,3 04,3 16,3 38,3 02,3 83,3 15,3 07,3 48,3 00,4 73,3 94,3 26,3 37,3 58,3
S Nk 74,01 27,01 13,11 59,11 77,21 48,21 90,41 89,31 68,51 32,61 12,71 25,81 05,91 80,12 94,12 98,22
sHxam Nk 25,7 56,7 59,7 72,8 86,8 25,8 51,9 01,9 40,01 32,01 27,01 82,11 77,11 65,21 77,21 74,31
sHnim Nk 59,2 70,3 63,3 86,3 90,4 23,4 49,4 88,4 28,5 00,6 94,6 42,7 37,7 25,8 27,8 24,9
ZPDepytreffuB 001 031 061
)nim/m04=rkV;1=UPN(uPxam Nk 30,32 81,42 10,72 00,03 24,33 66,84 16,42 41,42 92,33 11,53 17,93 89,45 14,06 64,37 69,67 02,24
thgiewdaedenarC gk 4305 2325 7965 1026 0486 1587 9198 9288 14401 66701 60611 54631 33541 27951 34361 80671
t5daoltsioH )1/461H212dna1/402-21H213(1/221H526/525HDLZE
napS m 02 12 22 32 42 52 62 72 82 92 03 13 23 33 43 53
11Rxam gk 2804 9024 4134 6254 3374 7484 1205 8015 0255 9065 0585 1536 6066 0207 3337 6667
21Rxam gk 9204 5514 0624 1744 4764 3874 6594 2405 0545 8355 8775 1826 5356 5496 7527 8857
12Rnim gk 6231 6441 5451 1571 2591 5202 5912 8722 5862 0772 8003 7843 9373 0514 1644 0974
22Rnim gk 2131 1341 9251 4371 3391 1002 0712 2522 6562 1472 7792 7543 8073 6114 5244 4574
L Nk 27,1 78,1 99,1 42,2 94,2 06,2 08,2 09,2 93,3 05,3 87,3 73,4 86,4 71,5 45,5 49,5
mHnim Nk 73,1 65,1 47,1 20,2 3,2 69,1 71,2 23,2 86,2 48,2 90,3 97,2 99,2 52,3 74,3 86,3
mHxam Nk 12,4 35,4 48,4 22,5 75,5 7,4 69,4 91,5 15,5 47,5 00,6 80,5 82,5 94,5 96,5 98,5
S Nk 66,31 92,41 18,41 78,51 9,61 78,51 76,61 60,71 69,81 63,91 74,02 35,12 46,22 54,42 28,52 72,72
sHxam Nk 13,01 36,01 9,01 44,11 69,11 91,11 95,11 8,11 57,21 59,21 15,31 98,31 54,41 63,51 50,61 77,61
sHnim Nk 53,3 66,3 19,3 34,4 49,4 86,4 80,5 62,5 12,6 14,6 69,6 46,7 91,8 90,9 77,9 5,01
ZPDepytreffuB 001 031 061
)nim/m04=rkV;1=UPN(uPxam Nk 44,82 22,13 14,33 64 13,22 36,42 00,82 27,92 65,93 14,14 83,94 60,26 14,27 78,14 22,54 85,84
thgiewdaedenarC gk 9475 1426 8466 2847 2928 6568 2439 0869 11311 85611 31621 67541 88551 13271 67481 89791
t3,6daoltsioH )1/402-21H614/613(1/221H236/235HDLZE
napS m 02 12 22 32 42 52 62 72 82 92 03 13 23 33 43 53
11Rxam gk 3184 7494 2805 5015 8725 1765 4585 5485 2516 6636 0646 2417 4827 1687 9697 2038
21Rxam gk 0674 2984 7205 0505 8125 7065 9875 9775 2806 4926 7836 1707 2127 5877 2987 4228
12Rnim gk 7541 1851 8071 4271 8881 0422 6142 1042 2072 1192 1003 0663 8973 0734 5744 4084
22Rnim gk 4441 7651 3961 8071 0781 6122 2932 6732 5762 2882 1792 0363 7673 7334 0444 8674
L Nk 58,1 10,2 61,2 91,2 93,2 38,2 50,3 30,3 93,3 56,3 67,3 65,4 37,4 24,5 45,5 49,5
mHnim Nk 64,1 76,1 98,1 00,2 72,2 71,2 04,2 94,2 28,2 90,3 72,3 90,3 62,3 46,3 08,3 60,4
mHxam Nk 38,4 22,5 16,5 9,5 33,6 05,5 28,5 50,6 24,6 57,6 30,7 20,6 52,6 45,6 67,6 10,7
S Nk 68,51 15,61 81,71 82,71 31,81 92,81 21,91 60,91 74,02 44,12 78,12 56,32 62,42 87,62 42,72 07,82
sHxam Nk 71,21 15,21 58,21 19,21 53,31 11,31 35,31 15,31 22,41 17,41 39,41 36,51 49,51 12,71 44,71 71,81
sHnim Nk 96,3 00,4 33,4 73,4 87,4 81,5 95,5 55,5 52,6 37,6 49,6 20,8 23,8 75,9 08,9 35,01
ZPDepytreffuB 001 031 061
)nim/m04=rkV;1=UPN(uPxam Nk 38,03 85,33 18,14 30,34 90,12 14,82 01,33 47,23 45,93 35,54 85,84 67,86 10,47 31,44 12,54 85,84
thgiewdaedenarC gk 4716 7866 0127 7827 4597 4349 15101 10101 11311 35121 91521 30251 16751 35081 67481 89791
18 2033
7544
.p65
/140
605
Wheel loads/inertia forces/skewing forces/buffer forces/crane dead weight forces
V Kr = 40 m/min / VKa = 20 m/min / For hoist speed of crab see pages 3 - 9;End carriage: Travel wheel diameter Æd - Travel wheel tread bwheel - Crane runway rail width brail : 160-65-50; 200-65-50; 250-75-60; 315-80-65; 400-80-65
t8daoltsioH )1/402-21H024/023dna1/221H046(1/261H0401HDLZE
napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71 81 91
11Rxam gk 8634 9254 6464 0474 9184 0194 2205 7405 3315 0525 1925 4835 5155 6655 1175 8185
21Rxam gk 5424 4144 6354 3364 4174 7084 9194 5494 2305 9415 0915 2825 4145 5645 9065 5175
12Rnim gk 368 387 047 917 317 737 597 677 628 319 729 699 8011 2411 0721 3631
22Rnim gk 309 418 467 737 727 847 308 287 928 419 629 499 4011 6311 3621 4531
L Nk 17,0 67,0 18,0 58,0 98,0 69,0 60,,1 60,1 51,1 72,1 03,1 04,1 45,1 95,1 67,1 88,1
mHnim Nk 31,0 61,0 02,0 32,0 82,0 43,0 34,0 64,0 55,0 96,0 77,0 09,0 01,1 22,1 74,1 86,1
mHxam Nk 36,0 09,0 91,1 05,1 38,1 02,2 56,2 69,2 14,3 39,3 33,4 48,4 54,5 09,5 55,6 31,7
S Nk 22,41 54,41 46,41 48,41 40,51 63,51 18,51 38,51 02,61 57,61 09,61 53,71 10,81 42,81 89,81 35,91
sHxam Nk 08,11 62,21 85,21 48,21 70,31 23,31 26,31 96,31 39,31 52,41 63,41 26,41 89,41 21,51 15,51 18,51
sHnim Nk 24,2 91,2 60,2 00,2 79,1 40,2 91,2 41,2 72,2 05,2 45,2 37,2 30,3 21,3 74,3 27,3
ZPDepytreffuB 001
)nim/m04=rkV;1=UPN(uPxam Nk 63,11 53,21 63,31 12,41 20,51 22,61 82,81 34,81 60,02 24,22 00,32 39,42 98,72 39,82 59,13 80,43
thgiewdaedenarC gk 9732 0452 6862 9282 3792 2023 9353 0553 0283 6224 4334 6564 1415 9035 3585 0526
t01daoltsioH )1/421H524dna1/402-21H526/525(1/261H0501HDLZE
napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71 81 91
11Rxam gk 4825 2745 9065 7175 8085 9495 8895 7016 0326 0526 8736 2156 2766 4476 4086 6196
21Rxam gk 2025 4935 3355 3465 4375 6785 5195 4306 7516 6716 4036 8346 7956 8666 8276 9386
12Rnim gk 9101 509 248 608 987 648 918 388 069 149 6301 2411 7721 6231 6631 1641
22Rnim gk 1401 129 358 418 497 948 028 288 859 739 0301 5311 8621 6131 5531 8441
L Nk 67,0 18,0 58,0 98,0 49,0 60,1 60,1 71,1 92,1 92,1 24,1 75,1 47,1 28,1 88,1 00,2
mHnim Nk 31,0 71,0 2,0 32,0 72,0 63,0 93,0 94,0 16,0 56,0 8,0 99,0 22,1 63,1 5,1 37,1
mHxam Nk 96,0 89,0 13,1 46,1 00,2 94,2 38,2 63,3 39,3 03,4 49,4 16,5 53,6 29,6 84,7 61,8
S Nk 91,71 93,71 95,71 97,71 99,71 35,81 65,81 60,91 16,91 6,91 12,02 78,02 76,12 22 3,22 9,22
sHxam Nk 73,41 98,41 72,51 75,51 28,51 12,61 13,61 46,61 89,61 30,71 83,71 57,71 81,81 83,81 6,81 9,81
sHnim Nk 28,2 05,2 23,2 22,2 71,2 23,2 52,2 24,2 36,2 75,2 38,2 21,3 94,3 26,3 07,3 00,4
ZPDepytreffuB 001
)nim/m04=rkV;1=UPN(uPxam Nk 54,21 36,31 6,41 74,51 53,61 8,81 50,91 12,12 34,32 94,32 72,62 71,92 34,23 37,33 4,63 8,34
thgiewdaedenarC gk 6452 2962 7382 0892 5213 0253 2453 6093 5034 4034 8474 7225 4185 4506 3526 4666
t5,21daoltsioH )1/402-21H236/235(1/261H3601HDLZE
napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71 81 91
11Rxam gk 5136 0556 0276 5486 8696 8607 7327 2937 8447 0857 0277 7087 1297 0597 6608 9228
21Rxam gk 2616 0146 0856 2176 1486 7496 1217 1827 1437 8747 2267 0077 5187 4487 0697 3218
12Rnim gk 5411 7601 589 639 929 829 6101 5011 5011 1911 1921 2631 8441 1541 5451 7861
22Rnim gk 9121 4901 9001 959 259 259 1401 1311 3311 1221 3231 9631 2541 3541 5451 5861
L Nk 07,0 97,0 48,0 98,0 69,0 20,1 71,1 23,1 63,1 94,1 46,1 27,1 48,1 68,1 89,1 71,2
mHnim Nk 21,0 61,0 91,0 32,0 82,0 33,0 44,0 75,0 36,0 77,0 59,0 80,1 62,1 53,1 65,1 58,1
mHxam Nk 46,0 79,0 92,1 46,1 50,2 74,2 80,3 17,3 71,4 48,4 55,5 51,6 58,6 63,7 11,8 99,8
S Nk 4,02 8,02 0,12 2,12 5,12 8,12 5,22 2,32 4,32 42 7,42 52 6,52 7,52 2,62 1,72
sHxam Nk 1,71 8,71 3,81 6,81 9,81 3,91 7,91 2,02 3,02 7,02 1,12 3,12 6,12 7,12 22 5,22
sHnim Nk 3,3 0,3 7,2 6,2 6,2 5,2 8,2 0,3 1,3 3,3 6,3 7,3 0,4 0,4 2,4 6,4
ZPDepytreffuB 001 031
)nim/m04=rkV;1=UPN(uPxam Nk 1,11 3,21 5,31 4,41 7,51 9,61 1,02 9,22 5,32 4,62 3,92 8,03 0,33 3,33 9,83 2,02
thgiewdaedenarC gk 1432 1215 4972 2592 0913 5933 5193 9044 7254 0794 6545 8375 6316 5474 6166 4227
192033
7544
.p65
/140
605
maxR - Maximum wheel load without coefficient (deadweight and hoist load)minR - Minimum wheel load without coefficient (deadweight and hoist load)L, minHm, maxHm - Drive inertia forces
S, maxHs, minHs - Skewing forces with additional 10%maxPu - Maximum buffer force with vibration coefficient 1,25NPU=1 - Buffer against rigid stop
t8daoltsioH )1/402-21H024/023dna1/221H046(1/261H0401HDLZE
napS m 02 12 22 32 42 52 62 72 82 92 03 13 23 33 43 53
11Rxam gk 6206 8906 5326 4336 2156 6286 2117 7017 9147 1667 3197 5238 8858 3009 4239 3669
21Rxam gk 1495 3106 0516 8426 2246 8376 2207 7107 5237 6657 7187 6328 8948 9098 9229 7659
12Rnim gk 7651 8261 5571 4481 2102 0722 8452 6352 1482 7703 3233 9173 6793 6834 2074 7305
22Rnim gk 8551 8161 3471 2381 7991 9422 6252 3152 5182 0503 5923 0963 7493 4534 9664 3005
L Nk 31,2 12,2 63,2 84,2 86,2 30,3 63,3 53,3 27,3 10,4 03,4 97,4 01,5 06,5 89,5 83,6
mHnim Nk 46,1 97,1 40,2 42,2 55,2 63,2 27,2 28,2 22,3 55,3 09,3 15,3 97,3 71,4 84,4 18,4
mHxam Nk 82,6 07,6 12,7 76,7 22,8 90,7 95,7 98,7 83,8 38,8 72,9 48,7 71,8 45,8 88,8 12,9
S Nk 91,91 35,91 02,02 76,02 55,12 20,12 33,22 82,22 17,32 28,42 79,52 63,62 05,72 13,92 17,03 91,23
sHxam Nk 22,51 04,51 57,51 00,61 54,61 77,51 34,61 14,61 41,71 07,71 82,81 12,81 97,81 07,91 04,02 51,12
sHnim Nk 79,3 31,4 54,4 76,4 01,5 52,5 09,5 78,5 75,6 21,7 96,7 51,8 17,8 16,9 13,01 40,11
ZPDepytreffuB 001 031 061
)nim/m04=rkV;1=UPN(uPxam Nk 41,84 09,02 89,22 99,42 23,82 79,53 44,24 81,24 59,15 94,85 14,56 57,93 49,24 31,74 04,05 85,45
thgiewdaedenarC gk 2907 7537 3887 8528 3498 38001 80211 37111 00421 45331 84341 07951 90071 25681 42991 07212
t01daoltsioH )1/421H524dna1/402-21H526/525(1/261H0501HDLZE
napS m 02 12 22 32 42 52 62 72 82 92 03 13 23 33 43 53
11Rxam gk 6217 0727 2247 8447 1477 7008 1038 5038 9458 0168 0688 0749 4179 43101 95401 30801
21Rxam gk 2607 5027 6537 2837 1767 6197 9028 2128 2548 3158 2678 1839 3269 04001 46301 70701
12Rnim gk 1661 1971 9291 4491 4222 5842 0772 5672 1003 5503 8923 2983 9214 3454 2684 2025
22Rnim gk 9461 7771 5191 9291 7022 6642 9472 4472 6792 9203 1723 4683 0014 1154 0384 8615
L Nk 52,2 14,2 95,2 16,2 59,2 62,3 16,3 16,3 98,3 69,3 62,4 89,4 72,5 77,5 51,6 65,6
mHnim Nk 86,1 29,1 91,2 13,2 87,2 45,2 39,2 40,3 4,3 85,3 69,3 57,3 60,4 94,4 58,4 22,5
mHxam Nk 2,7 8,7 24,8 68,8 76,9 71,8 77,8 31,9 76,9 80,01 36,01 31,9 35,9 01 24,01 38,01
S Nk 3,22 32 4,32 8,32 3,52 3,42 6,52 6,52 8,62 1,72 2,82 3,92 4,03 2,23 6,33 6,53
sHxam Nk 1,81 5,81 8,81 9,81 6,91 5,81 2,91 2,91 8,91 02 5,02 8,02 3,12 2,22 9,22 4,32
sHnim Nk 2,4 5,4 6,4 9,4 7,5 8,5 4,6 4,6 0,7 1,7 7,7 5,8 1,9 0,01 7,01 2,21
ZPDepytreffuB 031 061
)nim/m04=rkV;1=UPN(uPxam Nk 8,12 6,42 5,72 9,72 9,43 3,04 4,94 4,94 1,65 7,75 7,36 8,14 4,44 6,84 3,25 5,65
thgiewdaedenarC gk 8947 3408 2268 3078 3489 47801 92021 62021 87921 70231 19141 70661 66571 82291 51502 08812
t5,21daoltsioH )1/402-21H236/235(1/261H3601HDLZE
napS m 02 12 22 32 42 52 62 72 82 92 03 13 23 33 43 53
11Rxam gk 5248 1858 2778 2878 5209 4139 8669 5379 14201 20101 06301 85011 17411 38711 42121 38421
21Rxam gk 8338 3948 5868 4968 4398 4229 7759 3469 64101 50001 36201 86901 18311 98611 82021 78321
12Rnim gk 3491 9702 2522 5422 3742 0072 0403 5903 9853 9343 7863 1144 4184 6115 7445 9975
22Rnim gk 9391 3702 5422 7322 2642 2862 1203 5703 6653 5143 2663 4834 6874 5805 6145 6675
L Nk 44,2 26,2 48,2 48,2 21,3 34,3 48,3 19,3 15,4 43,4 46,4 5,5 99,5 53,6 57,6 81,7
mHnim Nk 28,1 80,2 4,2 5,2 19,2 56,2 21,3 3,3 49,3 39,3 43,4 71,4 36,4 10,5 14,5 38,5
mHxam Nk 68,7 55,8 3,9 67,9 6,01 31,9 98,9 63,01 32,11 35,11 81,21 54,01 20,11 25,11 20,21 35,21
S Nk 3,62 72 9,72 82 1,92 8,72 5,92 03 1,23 4,13 6,23 9,33 7,53 1,73 6,83 1,04
sHxam Nk 3,12 7,12 2,22 3,22 9,22 6,12 4,22 6,22 7,32 4,32 42 3,42 2,52 9,52 6,62 4,72
sHnim Nk 5 3,5 7,5 7,5 2,6 2,6 1,7 4,7 4,8 8 6,8 6,9 5,01 2,11 21 7,21
ZPDepytreffuB 031 061
)nim/m04=rkV;1=UPN(uPxam Nk 8,32 9,62 7,03 8,03 6,63 4,34 1,45 8,55 5,63 8,43 9,73 64 2,05 45 1,85 7,26
thgiewdaedenarC gk 5418 6278 4549 8549 49301 02411 60821 84031 24051 16441 27451 12381 25991 37112 51522 53932
20 2033
7544
.p65
/140
605
Wheel loads/inertia forces/skewing forces/buffer forces/crane dead weight forces
V Kr = 40 m/min / VKa = 20 m/min / For hoist speed of crab see pages 3 - 9;End carriage: Travel wheel diameter Æd - Travel wheel tread bwheel - Crane runway rail width brail : 160-65-50; 200-65-50; 250-75-60; 315-80-65; 400-80-65
t61daoltsioH )1/402-21H046dna1/461H0401(1/442H0401HDLZE
napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71 81 91
11Rxam gk 0787 3718 8838 9658 6178 5788 9898 2119 0439 5249 9759 9379 8189 5899 42101 69201
21Rxam gk 2977 9908 7138 9948 7468 7088 1298 4409 6229 9039 2649 1269 9969 5689 25001 32201
12Rnim gk 4561 3341 0031 2321 2911 6021 3021 2321 7631 2831 7741 5851 0261 7471 3781 4102
22Rnim gk 5761 9441 1131 9321 7911 8021 4021 0321 8231 3431 7341 4451 8751 4071 2681 2002
L Nk 9,0 59,0 99,0 60,1 31,1 32,1 03,1 93,1 85,1 46,1 97,1 59,1 10,2 91,2 73,2 65,2
mHnim Nk 61,0 2,0 42,0 82,0 33,0 04,0 74,0 55,0 27,0 18,0 89,0 71,1 03,1 55,1 48,1 41,2
mHxam Nk 77,0 21,1 15,1 49,1 4,2 69,2 84,3 90,4 49,4 55,5 73,6 62,7 69,7 39,8 19,9 59,01
S Nk 1,62 3,62 5,62 8,62 1,72 6,72 9,72 3,82 2,92 5,92 1,03 9,03 2,13 0,23 8,23 7,33
sHxam Nk 5,12 3,22 9,22 4,32 8,32 3,42 6,42 9,42 5,52 7,52 1,62 6,62 8,62 3,72 7,72 2,82
sHnim Nk 6,4 0,4 6,3 4,3 3,3 3,3 3,3 4,3 7,3 8,3 0,4 3,4 4,4 7,4 1,5 5,5
ZPDepytreffuB 001 031
)nim/m04=rkV;1=UPN(uPxam Nk 8,41 1,61 5,71 1,91 5,02 6,22 9,32 9,52 9,92 1,13 8,33 6,24 2,64 5,12 4,42 5,72
thgiewdaedenarC gk 1992 4513 6133 9353 2573 6904 7134 8164 1625 9545 5595 9846 5176 1037 1197 5358
t02daoltsioH )1/461H0501(1/442H0501HDLZE
napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71 81 91
11Rxam gk 4239 9089 94101 60401 03601 52801 98901 15111 54311 59411 43611 08711 67811 85021 50221 71421
21Rxam gk 0429 0379 47001 33301 95501 55701 02901 18011 67211 52411 46511 01711 60811 88911 43121 64321
12Rnim gk 3172 0332 1902 5391 9481 3081 4771 8771 1481 9781 3291 6891 0102 9212 8122 0832
22Rnim gk 2472 2532 8012 7491 9581 9081 8771 0871 1481 7781 9191 1891 4002 1212 9022 9632
L Nk 12,1 72,1 33,1 93,1 74,1 65,1 46,1 47,1 98,1 00,2 11,2 42,2 13,2 94,2 36,2 58,2
mHnim Nk 42,0 03,0 63,0 24,0 94,0 75,0 66,0 67,0 19,0 50,1 02,1 83,1 25,1 87,1 20,2 73,2
mHxam Nk 18,0 52,1 37,1 42,2 18,2 34,3 70,4 77,4 26,5 34,6 62,7 61,8 79,8 60,01 90,11 43,21
S Nk 84,33 77,33 50,43 23,43 17,43 21,53 05,53 59,53 66,63 91,73 7,73 82,83 16,83 54,93 11,04 41,14
sHxam Nk 88,52 42,72 91,82 19,82 45,92 80,03 45,03 99,03 35,13 59,13 43,23 57,23 10,33 25,33 39,33 25,43
sHnim Nk 06,7 35,6 68,5 14,5 71,5 40,5 69,4 69,4 31,5 42,5 63,5 35,5 06,5 39,5 81,6 26,6
ZPDepytreffuB 001 031
)nim/m04=rkV;1=UPN(uPxam Nk 51,02 52,22 39,32 36,52 46,72 66,92 33,13 52,33 28,04 10,74 20,12 86,22 20,42 31,72 73,92 94,43
thgiewdaedenarC gk 9104 1224 2244 1264 7984 2915 1645 0975 3036 6766 0407 7547 6967 6928 6678 2159
t52daoltsioH )1/461H3601(1/442H3601HDLZE
napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71 81 91
11Rxam gk 75311 35911 46321 17621 53921 25131 15331 27531 74731 50931 76041 71241 27341 70641 23841 41251
21Rxam gk 26211 66811 28221 39521 85821 77031 77231 99431 47631 33831 59931 44141 99241 43541 85741 35151
12Rnim gk 3123 4472 3442 3422 6212 7402 9002 7302 1502 2702 7112 5612 1322 8832 3452 9682
22Rnim gk 3523 5772 7642 2622 1412 9502 8102 3402 4502 4702 7112 3612 7222 3832 6352 1682
L Nk 32,1 03,1 73,1 34,1 25,1 06,1 07,1 58,1 69,1 70,2 91,2 13,2 44,2 76,2 9,2 33,3
mHnim Nk 42,0 13,0 63,0 24,0 94,0 75,0 66,0 87,0 19,0 30,1 91,1 53,1 45,1 48,1 61,2 81,2
mHxam Nk 58,0 23,1 38,1 73,2 99,2 36,3 53,4 12,5 50,6 19,6 68,7 38,8 78,9 32,11 6,21 35,11
S Nk 55,04 9,04 12,14 05,14 19,14 92,24 37,24 34,34 59,34 54,44 20,54 75,54 91,64 82,74 33,84 68,64
sHxam Nk 35,13 12,33 63,43 22,53 69,53 65,63 21,73 47,73 32,83 76,83 21,93 45,93 79,93 36,04 52,14 24,93
sHnim Nk 20,9 96,7 58,6 82,6 59,5 27,5 16,5 96,5 27,5 87,5 09,5 30,6 22,6 56,6 80,7 44,7
ZPDepytreffuB 001 031
)nim/m04=rkV;1=UPN(uPxam Nk 76,02 99,22 39,42 37,62 18,82 56,03 65,23 42,83 10,54 37,05 59,12 31,42 15,62 56,03 25,53 63,44
thgiewdaedenarC gk 5804 8334 6554 9674 0605 5335 5565 1516 6256 4886 6927 9867 9218 2198 9669 79011
212033
7544
.p65
/140
605
maxR - Maximum wheel load without coefficient (deadweight and hoist load)minR - Minimum wheel load without coefficient (deadweight and hoist load)L, minHm, maxHm - Drive inertia forces
S, maxHs, minHs - Skewing forces with additional 10%maxPu - Maximum buffer force with vibration coefficient 1,25NPU=1 - Buffer against rigid stop
t61daoltsioH )1/402-21H046dna1/461H0401(1/442H0401HDLZE
napS m 02 12 22 32 42 52 62 72 82 92 03 13 23 33 43 53
11Rxam gk 99501 16701 95901 70211 94411 97411 42611 08811 04121 40421 03821 09131 97431 93631 08931 63341
21Rxam gk 83501 00701 79801 44111 38311 80411 99411 60811 26021 52321 05721 61131 30431 95531 99831 45241
12Rnim gk 5922 2342 7062 5382 7503 2303 3313 1043 7463 8983 1134 5164 3984 2405 4735 1275
22Rnim gk 3822 9142 3952 0282 0403 0103 9703 7733 9163 9683 2824 5854 2684 9005 9335 5865
L Nk 19,2 90,3 23,3 6,3 88,3 88,3 4,4 43,4 46,4 59,4 54,5 58,5 91,6 73,6 87,6 2,7
mHnim Nk 21,2 4,2 47,2 71,3 6,3 59,2 71,3 26,3 40,4 84,4 11,5 35,4 39,4 32,5 96,5 71,6
mHxam Nk 97,9 26,01 25,11 15,21 94,31 71,11 28,11 46,21 54,31 52,41 12,51 59,21 95,31 41,41 18,41 84,51
S Nk 7,23 5,33 5,43 7,53 8,63 7,33 1,93 5,53 6,63 8,73 8,93 1,93 3,04 1,14 5,24 44
sHxam Nk 7,62 3,72 8,72 3,82 1,92 6,03 9,03 6,72 2,82 8,82 8,92 92 3,92 03 7,03 5,13
sHnim Nk 6 2,6 7,6 4,7 7,7 1,3 2,8 9,7 4,8 9 01 1,01 11 1,11 8,11 5,21
ZPDepytreffuB 031 061
)nim/m04=rkV;1=UPN(uPxam Nk 7,43 8,73 3,24 2,05 6,65 1,85 7,95 7,53 8,83 24 4,64 1,05 6,35 5,55 6,95 6,15
thgiewdaedenarC gk 5179 21301 65011 60021 92921 92921 53331 46441 86451 69461 37181 60591 73602 94212 29522 69932
t02daoltsioH )1/461H0501(1/442H0501HDLZE
napS m 02 12 22 32 42 52 62 72 82 92 03 13 23 33 43 53
11Rxam gk 54621 02821 59921 96231 02631 04631 95831 20041 08341 75641 89641 89451 10851 72161 28461 65861
21Rxam gk 48521 06721 43921 50231 55531 96531 88731 03931 40341 08541 02641 52451 62751 94061 20461 67761
12Rnim gk 7652 1072 9382 8703 7933 6433 8353 6563 0104 6624 7824 0494 5225 4355 2785 1326
22Rnim gk 6552 0962 6282 2603 1833 4233 6153 2363 3893 8324 8524 0194 4915 1055 8385 6916
L Nk 11,3 92,3 84,3 87,3 91,4 61,4 14,4 75,4 00,5 23,5 63,5 32,6 85,6 69,6 83,7 28,7
mHnim Nk 02,2 94,2 97,2 42,3 28,3 11,3 64,3 47,3 13,4 87,4 89,4 28,4 72,5 47,5 62,6 08,6
mHxam Nk 68,01 18,11 97,21 89,31 33,51 76,21 55,31 33,41 54,51 24,61 70,71 41,51 49,51 47,61 75,71 04,81
S Nk 04,93 02,04 10,14 33,24 70,44 13,04 82,14 09,14 46,34 09,44 50,54 48,44 31,64 25,74 40,94 56,05
sHxam Nk 57,23 02,33 66,33 63,43 72,53 73,23 98,23 32,33 31,43 87,43 88,43 10,43 76,43 83,53 61,63 89,63
sHnim Nk 56,6 00,7 53,7 79,7 08,8 49,7 93,8 76,8 15,9 21,01 71,01 38,01 64,11 41,21 88,21 76,31
ZPDepytreffuB 031 061
)nim/m04=rkV;1=UPN(uPxam Nk 41,93 01,34 43,84 17,55 95,46 77,46 21,37 40,87 11,34 38,54 51,64 1,55 47,85 19,26 62,86 87,27
thgiewdaedenarC gk 25301 17901 49511 41621 35931 97831 10741 02251 77661 14771 36871 37702 64912 11232 49542 95062
t52daoltsioH )1/461H3601(1/442H3601HDLZE
napS m 02 12 22 32 42 52 62 72 82 92 03 13 23 33 43 53
11Rxam gk 84351 34551 17751 31951 53161 46561 81761 65961 27271 70771 67771 34281 91781 60391 48691 19102
21Rxam gk 68251 18451 80751 74851 86061 49461 64661 48861 59171 92671 89671 96181 44681 72291 40691 01102
12Rnim gk 7492 1903 3723 2733 5553 7583 7793 5814 1744 0884 4294 0925 4475 0136 8666 7517
22Rnim gk 8392 1803 2623 9533 0453 6383 6593 2614 6444 3584 6984 2625 4175 7726 5366 2217
L Nk 64,3 66,3 09,3 50,4 92,4 37,4 98,4 61,5 25,5 20,6 90,6 95,6 51,7 48,7 82,8 78,8
mHnim Nk 04,2 07,2 80,3 63,3 77,3 74,3 67,3 61,4 76,4 53,5 16,5 50,5 07,5 64,6 30,7 57,7
mHxam Nk 74,21 95,31 28,41 68,51 11,71 19,41 18,51 78,61 60,81 44,91 52,02 44,71 75,81 97,91 87,02 78,12
S Nk 04,74 82,84 43,94 44,05 5,15 20,94 86,94 57,05 91,25 22,45 84,45 46,15 96,35 12,65 38,75 20,06
sHxam Nk 67,93 72,04 68,04 26,14 2,24 77,93 41,04 17,04 64,14 15,24 76,24 40,04 90,14 73,24 2,34 23,44
sHnim Nk 46,7 10,8 84,8 28,8 03,9 52,9 45,9 40,01 37,01 17,11 18,11 06,11 06,21 48,31 36,41 07,51
ZPDepytreffuB 031 061
)nim/m04=rkV;1=UPN(uPxam Nk 59,74 89,25 85,85 21,16 48,86 96,04 14,24 67,44 28,74 35,25 42,35 19,85 24,56 99,27 93,67 97,38
thgiewdaedenarC gk 91511 69121 41031 19431 89241 15751 79261 78171 48381 96002 49202 46912 12832 02162 19572 08592
22 2033
7544
.p65
/140
605
Wheel loads/inertia forces/skewing forces/buffer forces/crane dead weight forces
V Kr = 40 m/min / VKa = 20 m/min / For hoist speed of crab see pages 3 - 9;End carriage: Travel wheel diameter Æd - Travel wheel tread bwheel - Crane runway rail width brail : 160-65-50; 200-65-50; 250-75-60; 315-80-65; 400-80-65
t23daoltsioH )1/481H0802(1/472H0802HDLZE
napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71 81 91
11Rxam gk 10341 26151 86751 93261 10661 19861 28171 35471 85671 69871 00181 23381 69581 38681 15981 15291
21Rxam gk 56241 51151 41751 97161 63561 22861 01171 87371 18571 61871 81081 84281 01581 11681 87881 77191
12Rnim gk 1664 4193 8443 3513 1492 3282 2572 8272 7862 6172 1472 9182 7492 6013 8523 4543
22Rnim gk 7064 9683 9043 8113 8092 2972 3272 9962 8562 8862 4172 1972 9192 3803 5323 0343
L Nk 57,1 28,1 09,1 10,2 01,2 02,2 33,2 84,2 85,2 37,2 78,2 60,3 92,3 44,3 07,3 99,3
mHnim Nk 53,0 44,0 25,0 26,0 07,0 18,0 39,0 70,1 02,1 83,1 65,1 97,1 90,2 98,1 91,2 55,2
mHxam Nk 80,1 17,1 14,2 81,3 99,3 58,4 28,5 98,6 19,7 01,9 13,01 76,11 22,31 14,11 57,21 22,41
S Nk 51,35 74,35 78,35 63,45 87,45 62,55 78,55 65,65 20,75 77,75 14,85 82,95 73,06 89,65 90,85 83,95
sHxam Nk 31,04 45,24 32,44 55,54 65,64 73,74 81,84 49,84 15,94 81,05 57,05 04,15 31,25 78,84 85,94 63,05
sHnim Nk 20,31 39,01 36,9 18,8 22,8 98,7 96,7 26,7 15,7 95,7 66,7 88,7 42,8 11,8 15,8 20,9
ZPDepytreffuB 001 031
)nim/m04=rkV;1=UPN(uPxam Nk 40,43 45,34 00,15 44,22 26,42 08,62 31,92 30,33 81,53 63,83 68,04 61,64 92,03 34,13 57,33 51,63
thgiewdaedenarC gk 4385 0606 9336 9866 6896 8237 7677 8528 4858 6119 3759 09101 27901 38411 22321 21331
t04daoltsioH )1/481H0802(1/472H0012HDLZE
napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71 81 91
11Rxam gk 79171 68281 54091 90691 29002 07402 19702 97012 38312 55612 83912 53422 57522 88822 30032 58232
21Rxam gk 17171 64281 69981 45591 23002 50402 32702 80012 90312 97512 06812 96322 70522 91822 23922 31232
12Rnim gk 3975 5284 3124 9973 6453 3533 7123 2313 4213 2313 0913 5943 4643 6263 7063 9673
22Rnim gk 0375 3774 8614 8573 0153 9133 4813 0013 3903 2013 0613 0743 0443 2063 2853 4473
L Nk 77,1 48,1 39,1 20,2 51,2 62,2 73,2 05,2 76,2 48,2 40,3 35,3 06,3 88,3 49,3 02,4
mHnim Nk 53,0 54,0 35,0 26,0 27,0 28,0 39,0 50,1 22,1 93,1 16,1 56,1 87,1 80,2 22,2 55,2
mHxam Nk 50,1 07,1 24,2 02,3 11,4 40,5 30,6 01,7 53,8 56,9 21,11 36,01 36,11 41,31 91,41 57,51
S Nk 84,46 28,46 32,56 46,56 92,66 18,66 23,76 98,76 27,86 15,96 64,07 48,76 31,86 73,96 26,96 87,07
sHxam Nk 92,84 33,15 54,35 20,55 73,65 34,75 33,85 31,95 89,95 47,06 45,16 17,85 80,95 9,95 2,06 49,06
sHnim Nk 91,61 94,31 87,11 26,01 29,9 73,9 99,8 67,8 47,8 77,8 29,8 31,9 50,9 74,9 24,9 58,9
ZPDepytreffuB 031
)nim/m04=rkV;1=UPN(uPxam Nk 75,71 22,91 18,02 44,22 15,52 37,72 40,03 14,33 29,63 02,04 94,54 96,75 80,95 35,66 76,86 81,77
thgiewdaedenarC gk 1985 0316 2246 0276 0817 7457 5197 9138 9098 8649 84101 96711 68911 53921 42131 11041
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maxR - Maximum wheel load without coefficient (deadweight and hoist load)minR - Minimum wheel load without coefficient (deadweight and hoist load)L, minHm, maxHm - Drive inertia forces
S, maxHs, minHs - Skewing forces with additional 10%maxPu - Maximum buffer force with vibration coefficient 1,25NPU=1 - Buffer against rigid stop
t23daoltsioH )1/481H0802(1/472H0802HDLZE
napS m 02 12 22 32 42 52 62 72 82 92 03 13 23 33 43 53
11Rxam gk 12491 61991 92102 74002 68302 76902 87212 89512 76612 02122 61522 41232 79932 41742 52942 78652
21Rxam gk 64391 93891 15002 56991 30302 48802 39112 21512 78512 93022 43422 52132 70932 32642 23842 39552
12Rnim gk 0353 9753 1373 3293 6914 6944 1574 1205 5405 4545 0185 9836 6317 0287 8997 0378
22Rnim gk 6053 5553 7073 6983 9614 5644 0274 9894 5105 3245 8775 3536 9907 1877 9597 0968
L Nk 41,4 74,4 96,4 57,4 21,5 46,5 89,5 43,6 93,6 19,6 63,7 21,8 40,9 88,9 11,01 10,11
mHnim Nk 08,2 51,3 15,3 28,3 83,4 30,4 15,4 20,5 76,4 23,5 49,5 81,6 81,7 41,8 95,8 36,9
mHxam Nk 24,51 65,71 99,81 35,91 03,12 18,81 02,02 36,12 01,02 16,12 20,32 74,22 71,42 47,52 87,62 53,82
S Nk 20,06 54,16 14,26 96,26 82,46 21,16 84,26 09,36 22,16 02,36 39,46 79,46 33,86 14,17 72,27 55,57
sHxam Nk 08,05 01,25 66,25 44,25 23,35 43,05 90,15 68,15 76,94 17,05 26,15 69,05 86,25 52,45 27,45 93,65
sHnim Nk 22,9 53,9 57,9 52,01 69,01 87,01 93,11 40,21 55,11 94,21 13,31 10,41 56,51 61,71 55,71 61,91
ZPDepytreffuB 061
)nim/m04=rkV;1=UPN(uPxam Nk 17,73 03,14 74,34 98,34 30,74 90,35 36,65 82,06 88,06 44,76 24,27 46,97 68,19 03,001 04,301 04,511
thgiewdaedenarC gk 30831 98841 81651 13851 45071 21881 24991 02112 41312 63032 83542 18072 93103 83923 41733 00763
t04daoltsioH )1/481H0802(1/472H0012HDLZE
napS m 02 12 22 32 42 52 62 72 82 92 P03 P13 P23 P33 P43 P53
11Rxam gk 21632 98732 05042 25342 90442 31152 24452 62752 59162 30662 07272 75272 15672 56382 98882 75692
21Rxam gk 93532 51732 17932 27242 82342 03052 75352 14652 51162 22562 58172 96172 26572 57282 79782 46592
12Rnim gk 8893 7604 8324 9544 0464 8794 5325 3545 3685 3126 6286 6866 4307 3077 5818 4198
22Rnim gk 2693 1404 1124 1344 2164 7494 3025 1245 2385 1816 1976 9466 6996 5667 5418 3788
L Nk 35,4 86,4 49,4 52,5 04,5 20,6 73,6 76,6 02,7 66,7 24,8 33,8 77,8 06,9 02,01 01,11
mHnim Nk 59,2 32,3 26,3 01,4 74,4 61,4 56,4 21,5 02,5 08,5 47,6 61,6 77,6 57,7 55,8 66,9
mHxam Nk 15,71 98,81 65,02 14,22 35,32 30,12 46,22 81,42 42,32 78,42 49,62 51,52 36,62 75,82 22,03 61,23
S Nk 12,27 88,27 10,47 73,57 99,57 62,27 76,37 78,47 15,37 42,57 81,87 25,47 51,67 91,97 4,18 86,48
sHxam Nk 97,16 52,26 39,26 27,36 78,36 23,06 11,16 97,16 70,06 10,16 45,26 58,95 27,06 92,26 44,36 21,56
sHnim Nk 24,01 36,01 80,11 56,11 21,21 49,11 65,21 80,31 34,31 32,41 46,51 76,41 34,51 9,61 69,71 65,91
ZPDepytreffuB 061
)nim/m04=rkV;1=UPN(uPxam Nk 87,14 23,34 45,54 32,84 93,94 94,75 80,16 49,46 95,17 98,47 86,38 80,38 21,98 07,79 03,501 02,711
thgiewdaedenarC gk 10151 21651 07461 41571 98971 86002 73212 14222 50042 91552 27082 16772 34292 80023 61043 80073
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Crane
The steel superstructure is specified to DIN 15018, hoisting class H2, loading group B3 for indoor operations (other classificationson request). The crane girder and the end carriages, of automatically welded box-section design, are connected by high-tensileHV screws. The perfectly reproducible crane geometry (precondition for good travel characteristics) is achieved by machining ofthe connecting surfaces to engineering tolerances, exact measurement and precise adjustment in the plant.
All design and production procedures as well as the component parts are subjected to a permanent and comprehensive qualitycontrol to DIN ISO 9001.
Crane end carriages
Besides the steel superstructure, the end carriage has a driven wheel block with a gearbox and a motor as well as a non-drivenwheel block. The travel wheel is made of spheroidal graphite cast iron (minimum tensile strength = 700 N/mm²). The design fea-tures include high durability due to roller bearings which are lubricated for life in the wheel bearing, track gauge changes by me-ans of spacer plates in the wheel blocks and drive arrangements to the right or left, as desired.
Documentation: 203 379 44 DFW-L-Z end carriages
Long travel drives
Almost maintenance-free single drives drive one travel wheel on each side of the crane. The special motor winding guaranteessmooth running of the crane and high start-up frequency.
Crane travel speed Vkr= 5/20, 6,3/25, 8/31,5 or 10/40 m/min (other speeds on request)
Crabs
Demag DH hoist types of the FEM Group specified for the application are used for EZLDH crabs.
Cross travel speeds EZLDH 160-2000: Vka= 5/20 m/min(other speeds on request)
Documentation: 203 346 44 Demag hoist units, volume 2
Crane controls
The crane is controlled from ground level via contactors and transformers, which are operated with the help of ergonomicallydesigned Demag control pendants, which are either
• arranged to travel independently on a Demag trolley along the Demag DML compact conductor lines which are protec-ted against accidental contact
• arranged to travel independently on a highly flexible flat cable as a trailing cable with KBK 25• fixed to the crab or• fixed to the crane girder.
Power supply
from the crane to the crab is provided by• Demag DML compact conductor lines which are protected against accidental contact• highly flexible flat cable as trailing cable with KBK 25.
A protective earth conductor is always installed. In accordance with the VDE regulations, a crane switch is provided for.Cross travel limit switches for the fast travel speed are integrated in the conductor system for cranes with the DVS system.
Corrosion protection
After a thorough pre-treatment (degree of purity Sa2 to DIN 55928), the steel parts are given a first coat of synthetic resin-basedpaint (RAL 1004 – golden yellow; min. coat thickness 60 µm). The travel drives, crab and the electric housing are given a top coatof synthetic resin-based paint (RAL 5009 azure blue).
Paint finish
(on request)Standard top coat (RAL 1007 – chrome yellow)
Description
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Additional equipment(on request)
• Workplace illumination
• Operating limit switch for lifting and lowering
• Equipment for load handling attachments
• Paint finish (standard top coat: RAL 1007 – chrome yellow, other RAL colours on request)
• Frequency inverter control for travel drives
• Radio control
• Horizontal guide rollers
• Infrared control
• PTC thermistors (motor protection)
• Cross and long travel limit switches
• Cranes with explosion-proof equipment
• Cranes with auxiliary hoists
• Cranes with two crabs
• Crane power supply systems
• Load display
• Load detectors
• MSE unit (smooth starting device for squirrel cage motors)
• Slack rope relay
• Bad weather package (e.g. for outdoor operation)
• Rope drum brake for special safety requirements or for handling molten masses
• Alarm bell
• Height-adjustable control pendant
• Overload cut-off
• verload protection
• Bypass control
• Crane/workshop door latching device
• Maintenance platform or maintenance walkway
• Anti-collision protection/crane distance monitoring
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ZKKE design 1
100
X15)6)
lan2
12)1
3)
10)
u
g
y
11)
1000-200
14)
lan1
12) 1
3)
50010)
bsch
i
150
200
bmin
9)
30
Lka
7)
ekt
L ek
t
Lkr4)
DM
LD
VW
203
374
30.e
ps
Cra
ne r
unw
ay g
ird
er 2
Cra
ne r
unw
ay g
ird
er 1
Hook path
Trac
k ga
uge
dim
ensi
on
on m
ain
curr
ent l
ine
side
Ground dimension
Cra
ne s
ide
2C
rane
sid
e 1
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>50
>10
0 X1
150
320
1) Higher hook paths possible. Pay attention to extension of crab approach dimensions.2) V1 = normal hoist speed,
V2 and V3 = higher hoist speed.3) Technical data for other hoisting classes, loading groups and groups of mechanisms on request.4) Permissible track gauge dimension tolerance of crane runway:
for Lkr £ 15 m: ± 5 mmfor Lkr > 15 m: ± (5 + 0,25 (Lkr – 15)) mmaccording to DIN 4132, with Lkr in [m].
5) If there is no main conductor line above the crane bridge.6) Please pay attention to sufficient clearance dimensions
(e.g. tolerances, snow load etc.). A minimum upper safety dimension of 500 mm is required for double-girder cranes. Dimension X may be reduced by approx.430 mm if the ceiling is level.
7) Lka may have to be changed for larger drum lengths.8) NPU 1: Crane against rigid stop (supplied by the customer)
Buffer against buffer of the same type is not part of the crane scope of supply.9) Check mounting possibilities
(bmin = min. lateral crane clearance dimension,b fitted = min. 250 mm - distance between continuous workshop wall and crane runway rail centre).
10) According to UVV VBG 9 a minimum safety distance of 500 mm must be maintained between the mobile and stationary crane parts. An exception to this is thebottom block suspended from the rope.
11) Positive g dimensions: hook below the crane runway rail.Negative g dimensions: hook above the crane runway rail.
12) Approach dimensions for hoists without microspeed in the upper hook position.13) Change approach dimension for larger hook paths.14) No DML control cable, DVW and control pendant or no KBK25 and control pendant for cranes fitted with infrared or radio control. Preferred mounting for reserve
control: fixed to the crab
General instructions:
– The dimensions given are rated dimensions.Corresponding tolerances must be considered. They may result in non-standard dimensions.
– Dimensions refer to the basic crab design.Non-standard dimensions must be checked by static calculation.
– Higher hook paths increase lan1 and lan2.Approach dimension refers to highest hook position.
– The deflection of the end carriages must be checked for raised cranes (designs 2 and 3).
– The dimensions given in this document were calculated on the basis of certain assumptions. Non-standarddimensions may result in individual cases. The exact dimensions are calculated by computer when an order isplaced.
Height of the loop for KBK 25 (trailing cable)from the top edge of the crane to the obstructing edge (lower cable loop) ≤ 800 mm.
ZKKE with DVS or DML (conductor line)
20337431.eps
ZKKE with KBK25 (trailing cable)
1
>50
>100
150
320 <800
X1
20337432.eps
max.
max.
max.
max.
Prin
ted
in G
erm
any
Bas
se/2
2060
5/1T
Demag Cranes & Components GmbH
P.O. Box 67 · D-58286 Wetter
Telephone (+49/2335) 92-0 · Telefax (+49/2335) 927676
www.demagcranes.com
Reproduction in whole or in part only with prior consent of Demag Cranes & Components GmbH, D-58286 Wetter Not liable for errors or omissions. Subject to change.