10800 EN/DE 203 317 44 714 IS 111

EKKE standard overhead travelling cranewith DFW-L-E end carriage

2

EKKE standard overhead travelling crane

Standard crane girder designs

End carriage dimensions b4and h7 are valid for all cranegirder designs 1-6

203 316 02.eps

Design 2for existing building clearance dimensions with limited dimension X anddimension U>0

U

300

H2 X2

Design 1for new and existing building clearance dimensions for maximum utilizationof the lifting height U=0

203 316 01.eps

H1

max. 150

max. 200

h7

b b4

X1

Special crane girder designs

F H4

203 316 04.eps

U

X4

Design 4 raised U<=150

X5

U

H5

F=15

00 fo

r D

FW 1

12F=

1700

for

DFW

125

, 16

0

Design 5 raised U>150

203 316 05.eps

Design 6 upper and lower edges adapted to existing building clearancedimensions U>0

203 316 06.eps

X6

UH

6

egairracdneE-L-WFDezis

mmnisnoisnemiD

4b 7h

211 07 742ot342

521 07 982ot182

061 58 163ot353

203 316 03.eps

?

?

H3 X3

Design 3 like design 1 with additional adaptation to roof slope(standard slope 25, 20, or 15 degrees) with U=0

+-

+-

+-

+-

+-

+-

3

Crabs/control variants/control pendant arrangement

Crab design EKDH: Monorail crabs with DH hoist, low-headroom designCrab design EKDKUN: Monorail crabs with DKUN electric chain hoist, low-headroom design

Cross travel speeds: EKDH 160 2/1, 160 4/1, 200 2/1 Vka= 7/14 or 7/28 m/minEKDH 200 4/1, 300 2/1, 400 2/1 Vka= 6,3/25 m/minEKDH 300 4/1, 400 4/1, 500, 600 Vka= 5/20 m/minEKDKUN Vka= 4,6/14 or 7/28 m/min

Long travel speed: Vkr= 5/20, 6,3/25, 8/31,5 or 10/40 m/min

Other crab types, crab and crane travel speeds as well as additional equipment on request.

Travel wheel tread

Other treads on request

For more details regarding groups of mechanisms 1Am, 2m, ..., 5m, refer tothe tables for permissible wheel load for linear contact and GGG travel wheelmaterial (technical data 203 325 44, sections 2.1.5 to 2.1.9)

Crane runway tolerances to DIN 4132

Crane side 1Crane side 2

Standard control: DML crab power supply (conductor line)DVW mobile control (conductor line)

Standard control: KBK25 crab power supply (trailing cable)crab power supply mobile control (trailing cable)

DVW mobile control

Special control: DML crab power supply (conductor line)IR or radio remote control or stationary control(attached to the crane girder or crab)

203 316 10.eps 203 316 11.eps

DML crab power supply

Crane side 2 Crane side 1

KBK25 crab power supply

Demagcontrol pendantstandard

EKDH300, 400500, 600

Special control: KBK25 crab power supply (trailing cable)IR or radio remote control or stationary control(attached to the crane girder or crab)

Demagcontrol pendantstandard

KBK25 mobile control

EKDH Compact160, 200,300, 400

EKDKUN EKDH300, 400500, 600

EKDH compact160, 200,300, 400

EKDKUN

forwards

reverse

left right

forwards

reverse

left right

203 316 07.eps

brail

bwheel

min

.30

ø d

dneE-L-WFDezisegairrac

mmnisnoisnemiD

bxam leehw bxam liar

211 06 05

521 06 05

061 56 55

4

For further instructions, refer to fold-out page.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.Dimensions H1 and X1 may be reduced when IR infrared controls are used. Please check with the technical department.

Crane selection table DIN 15018, hoisting class H2, loading group B3

Standard design 1 203 316 08.eps

2

3 5,4 3,6 -5,4

—1,1

3,6—

5,1-

NUKD0001-01

1/2mB1

0,11 594 534

0

211

0002 6142

001041 5701 524

005 005 - 518 084 084 - 059

5,31 545 584

0,51546 585

0,61

0052 61925,71547 586

0,91

0,22567 507 521 0513

6853051 5501 504

gk081 0,42 6263 031

6 - - - -7

—7,1

-

561HD21H1/4

tcapmoCm3

0,11 594 534

0

211

0002 6142

001041 057

023

- 539 - 037 - 516 - 0501

5,31 545 584

0,51546 585

0,61

0052 61925,71547 586

0,91 063

0,22567 507 521 0513

6853051 037 043

gk052 0,42 6263 031

61 - - - -

6F

-

012HD1/261HtcapmoC

mA1

01 594 534

0

211

0002 6142

001041 057 064

- 5301 - 509 - 517 - 52212,11

——8,1

0,31 545 584

0,51546 585

0,61

0052 61925,71547 586

0,91

0,22567 507 521 0513

6853051 037 044

gk024 0,42 6263 031

1

3 4 5,7 -4—1

3,6—

5,1-

NUKD005-5

1/2mB1

5,21 594 534

0

211

0002 6142

001

041 049 033

026 026 - 586 006 006 - 028

0,51545 584

0,61

0052 61925,71546 585

0,91

0,22 566 506521 0513 6853 051 029 013

gk001 0,42 567 507

21 - - -9

—2,2

41—

5,3-

561HD21H1/2

tcapmoCm3

gk052

5,21 594 534

0

211

0002 6142

001

041 057 054

588 509 - 557 555 575 - 5701

0,51545 584

0,61

0052 61925,71546 585

0,91

0,22 566 506521 0513 6853 051 037 034

gk052 0,42 567 507

LWS

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rKL 1X 1H U d TKe L b y g 1nal 2naI 1naI 2nal

)5 )6 )6 TKe )8 )21 )01 )9 )9 )01

nim/m nim/m ot mm mm

t m 1V 2V 3V 1V 2V 3V )7 m mm mm mm mm mm mm ZPD mm mm mm 1V 2V 3V mm 1V 2V 3V mm

5

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Crane selection table DIN 15018, hoisting class H2, loading group B3

Standard design 1 203 316 08.eps

For further instructions, refer to fold-out page.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.Dimensions H1 and X1 may be reduced when IR infrared controls are used. Please check with the technical department.

LWS

tsioH egdirbenarC egairracdneE-L-WFD barC

H gnitfilniaMgnitfilniaM

6FgnitfilpeerC cirtcelEtsioh

puorgMEFbarC

thgiew

reffuBepyt

:....KE 1edisLSH 2edisLSH

rKL 1X 1H U d TKe L b y g 1nal 2naI 1naI 2nal

)5 )6 )6 TKe )8 )21 )01 )9 )9 )01

nim/m nim/m ot mm mm

t m 1V 2V 3V 1V 2V 3V )7 m mm mm mm mm mm mm ZPD mm mm mm 1V 2V 3V mm 1V 2V 3V mm

2,3

0,9 594 534

0

211

0002 6142

001041 0341 538

075 075 - 004 093 093 - 585

5,11 545 584

4 - - -4——1

3,6——5,1

-

NUKD0061-02

1/2m2

0,41 546 585

0,51

547586576

5,610052 6192

0,91

0,22 567 507521 0513

6853051 0141 518

gk091 0,42 568 508 6263 031

0,9 594 534

0

211

0002 6142

001041 057

023

- 539 579 037 - 516 556 0501

5,11 545 584

6 - - - -5,4——1,1

0,7——7,1

861HD1/421HtcapmoC

mA1

0,41 546 585

0,51

547 5865,610052 6192

0,91 063

0,22 567 507521 0513

6853051 037 043

gk052 0,42 568 508 6263 031

0,9 594 534

0

211

0002 6142

001041 577 083

- 5301 - 509 - 517 - 5221

6F 5,11 545 584

8 - - - -7——1,1

-

802HD1/461HtcapmoC

m2

0,41 546 585

0,51

547 5865,610052 6192

0,91

0,22 567 507521 0513

6853051 557 063

gk044 0,42 568 508 6263 031

613HD1/221HtcapmoC

mA1

0,9 594 534

0

211

0002 6142

001041 028

095

5101 0401 0901 008 596 027 077 0211

6F 6F 6F 5,11 545 584

21 3,6 8 5,213,6——0,1

8——3,1

5,21——1,2

0,41 546 585

614HD1/221HtcapmoC

m2

0,51

547 5865,610052 6192

0,91 086

0,22 567 507521 0513

6853051 008 066

gk036 0,42 568 508 6263 031

6

Crane selection table DIN 15018, hoisting class H2, loading group B3

Standard design 1 203 316 08.eps

5

0,8 594 534

0

2110002 6142

001

041 057 083

- 5301 - 509 - 517 - 5221

4F 5,01 545 584

8 - - - -5,4——1,1

-

212HD1/461HtcapmoC

mA1

0,31 546 585

0,51547 586

0,810052

6192

0,91567 507

521

6392

051 037 063

5,91

051368535,12 568 508

0,22569 509

gk044 0,42 6263 031

6 4 5 80,4——6,0

5——8,0

8——3,1

0,8 594 534

0

2110002 6142

001

041 048025

0011 5211 0811 517 087 508 068 5301

213HD1/421H

m2

5,01 545 584

0,31 546 585

0,51547 586

0,810052

6192 585

0,91567 507

521

6392

051 028 565214HD1/421H

m3

5,91

051368535,12 568 508

0,22569 509

gk017 0,42 6263 031

21 5 8 5,215——8,0

8——3,1

5,21——1,2

0,8 594 534

0

2110002 6142

001

041 098 046

5601 0211 0911 518 547 008 078 5311

525HD1/221H

mA1

0,01 545 584

5,21 546 585

0,51547 586

0,81

0052

6192

526HD1/221H

m2

5,81 567 507

521

6392

051 078 026

0,91568 508

5,12

05136853

0,22569 509

gk028 0,42 6263 031

3,6 6 1,3 4 3,61,3

——5,0

4——6,0

3,6——1

0,7 594 534

0

211 0002 6142

001

041 048 025

0011 5211 0811 517 087 508 068 5301

5,8 545 584

0,9 546 585

613HD1/421H

mA1

5,11 566 506

521

0002 6342

051 028

0050,41

567 5070,51

585

614HD1/421H

m2

0,710052 6392

0,91568 508

5,91

051368535,12 569 509

0,225601 5001

gk017 0,42 6263 031

For further instructions, refer to fold-out page.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.Dimensions H1 and X1 may be reduced when IR infrared controls are used. Please check with the technical department.

LWS

tsioH egdirbenarC egairracdneE-L-WFD barC

H gnitfilniaMgnitfilniaM

6FgnitfilpeerC cirtcelEtsioh

puorgMEFbarC

thgiew

reffuBepyt

:....KE 1edisLSH 2edisLSH

rKL 1X 1H U d TKe L b y g 1nal 2naI 1naI 2nal

)5 )6 )6 TKe )8 )21 )01 )9 )9 )01

nim/m nim/m ot mm mm

t m 1V 2V 3V 1V 2V 3V )7 m mm mm mm mm mm mm ZPD mm mm mm 1V 2V 3V mm 1V 2V 3V mm

7

Crane selection table DIN 15018, hoisting class H2, loading group B3

Standard design 1 203 316 08.eps

For further instructions, refer to fold-out page.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.Dimensions H1 and X1 may be reduced when IR infrared controls are used. Please check with the technical department.

8

0,6 025 064

0

5210002 6342

001

051

048

025

0211 5411 0021 537 008 528 088 5501

023HD1/421H

mB1

0,8 075 015

5,9 076 016

1,3——5,0

5——8,0

5,11577 517

6 5,2 1,3 5 -

024HD1/421H

mA1

0,51

585

0,61578 518

0052

6392

5,81

061

2992

571 0411 5611 0221 557 028 548 009 57010,91 579 519

0,225701 5101 0513

2463

gk007 0,42 2863 031 596

0,8 075 015

0

5210002 6342

001

051

029075

0711 5221 5921 057 058 509 579 07011,3

——5,0

5——8,0

8——3,1

025HD1/421H

m2

5,9 076 016

6 1,3 5 8 0,51 577 517

61578 518

0052

6392

5,81

061

2992

571 0911 5421 5131 077 078 529 599 09010,91 579 519

0,225701 5101 0513

2463

gk5101 0,42 2863 031 086

01

6 - 4 - - -4——6,0

0,6 075 015

0

521

0002

6342

001

051

048

025

- -

5411 537

- -

528 5501

0,8 076 016

061

2942

571 5611 557 548 5701

0,01

077 0170,21

585

524HD1/421H

mB1

0,41

0,51078 018

0,61

0052

29920,71

079 0195,81

2303

0310,91

0701 01010,220513 2863

gk517 0,42 596

6 5,2 4 3,65,2——4,0

4——6,0

3,6——1

0,6 075 015

0

521

0002

6342

001

051

029075

0711 5221 5921 057 058 509 579 0701

525HD1/421H

mA1

0,8 076 016

061

2942

571 0911 5421 5131 077 078 529 599 0901

0,21077 017

0,41

0,51078 018

526HD1/421H

m2

0,61

0052

29920,71

079 0195,81

2303

0310,91

0701 01010,220513 2863

gk5101 0,42 086

Ple

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op

en t

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old

-out

pag

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LWS

tsioH egdirbenarC egairracdneE-L-WFD barC

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puorgMEFbarC

thgiew

reffuBepyt

:....KE 1edisLSH 2edisLSH

rKL 1X 1H U d TKe L b y g 1nal 2naI 1naI 2nal

)5 )6 )6 TKe )8 )21 )01 )9 )9 )01

nim/m nim/m ot mm mm

t m 1V 2V 3V 1V 2V 3V )7 m mm mm mm mm mm mm ZPD mm mm mm 1V 2V 3V mm 1V 2V 3V mm

8

Crane selection table DIN 15018, hoisting class H2, loading group B3

Standard design 2 203 316 09.eps

* Control with trailing cable (KBK25) and U=0: dimension X2=455 mm, H2=395 mm

For further instructions, refer to fold-out page.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.Dimensions H2 and X2 may be reduced when IR infrared controls are used. Please check with the technical department.

1

5,21 *594 *534 0

211

0002 6142

001

041

049 033 026 026

-

586 006 006

-028

0,51

554 593

09 0301 024 036 036 027 026 026

4——1

3,6——5,1

NUKD005-5

1/2mB1

0,61

0052 61923 4 5,7 - - 5,71091 0311 025

027 027 018 027 0270,91

0,22574 514

071521 0513 6853 051

0111 005

gk001 0,42 072 0121 006 087 087 078 087 087 078

5,21 *594 *534 0

211

0002 6142

001

041

057 054 588 509

-

557 565 585

-

5701

0,51

554 593

09 048 045 0101 0301 0221 0101 0301 0221

21 - - -9——2,2

41——5,3

-

561HD1/221HtcapmoC

m3

0,61

0052 61925,71

091 049 046 5601 5801 5721 5601 5801 57215,81

0,91

0,22574 514

071521 0513 6853 051

029 026 5801 5011 5951 5801 5011 5921

gk052 0,42 072 0201 027 0411 0611 0531 0411 0611 0531

2

0,11 *594 *534 0

211

0002 6142

001041

5701 524 005 005

-

518 084 084

-

5,31

554 593

09 5611 515 015 015 058 005 005 059

5,4——1,1

3,6——5,1

NUKD0001-01

1/2mB1

0,51091 5621 516 006 006 049 006 006

3 5,4 3,6 - -5,61

0052 61925,71092 5631 517

066 066 0001 066 066 00010,91

0,22574 514 072 521 0513

6853051 5431 596

gk081 0,42 6263 031

6 - - - -7——7,1

-

561HD1/421HtcapmoC

m3

0,11 *594 *534 0

211

0002 6142

001041

057 023

-

539

-

037

-

516

-

0501

5,31

554 593

09 048 014 5001 5911 5001 5911

0,51091 049 015 0601 0521 0601 0521

5,61

0052 61925,71092 0401

0165111 5031 5111 5031

0,91 056

0,22574 514 072 521 0513

6853051 0201 036 5311 5231 5311 5231

gk052 0,42 6263 031

012HD1/261HtcapmoC

mA1

0,01 *594 *534 0

211

0002 6142

001041

057 064

-

5301

-

509

-

517

-

52216F 0,31

554 593

09 048 055 099

61 - - - -2,11

—8,1

-

0,51091 049 056 0601 567

0,61

0052 61925,71092 0401 057

059 0211 528 02110,91

0,22574 514 072 521 0513

6853051 0201 037

gk024 0,42 6263 031

LWS

tsioH egdirbenarC egairracdneE-L-WFD barC

H gnitfilniaMgnitfilniaM

4FgnitfilpeerC cirtc´elEtsioh

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thgiew

reffuBepyt

:....KE 1edisLSH 2edisLSH

rKL 2X 2H U d TKe L b y g 1nal 2naI 1naI 2nal

)5 )6 )6 TKe )8 )21 )01 )9 )9 )01

nim/m nim/m ot mm mm

t m 1V 2V 3V 1V 2V 3V )7 m mm mm mm mm mm mm ZPD mm mm mm 1V 2V 3V mm 1V 2V 3V mm

9

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Crane selection table DIN 15018, hoisting class H2, loading group B3

Standard design 2 203 316 09.eps

2,3

0,9 *594 *534 0

211

0002 6142

001041

0341 538 075 075

-

004 093 093

-

585

5,11

554 593

09 0251 529 046 046 568 087 087 037

0,41 091 0261 5201 596 596 029 538 538 587

4 - - -4——1

3,6——5,1

-NUKD

0061-021/2

m2

0,51

092 0271 5211 057 057 579 098 098 0485,610052 6192

0,91

0,22574 514

072521 0513

6853051

0071 5011077 077 599 019 019 068

gk091 0,42 073 6263 031 0081 5021

0,9 *594 *534 0

211

0002 6142

001041

057 023

-

539 579 037

-

516 556 0501

5,11

554 593

09 048 014 5001 5401 5911 5001 5401 5911

5,4——1,1

0,7——7,1

861HD1/421HtcapmoC

mA1

0,41 091 049 015 0601 0011 0521 0601 0011 0521

6 - - - - 0,51

092 0401016

5111 5511 5031 5111 5511 50315,610052 6192

0,91 056

0,22574 514

072521 0513

6853051

0201 0365311 5711 5231 5311 5711 5231

gk052 0,42 073 6263 031 0211 037

802HD1/461HtcapmoC

m2

0,9 *594 *534 0

211

0002 6142

001041

057 083

-

5301

-

509

-

517

-

52216F 5,11

554 593

09 048 074 099 517

7——1,1

- 0,41 091 049 075 0601 567

8 - - - - 0,51

092 0401 076

0590211 528 0211

5,610052 6192

0,91

0,22574 514

072521 0513

6853051

0201 056

gk044 0,42 073 6263 031 0211 057 5711 088 5711

613HD1/221HtcapmoC

mA1

0,9 *594 *534 0

211

0002 6142

001041

028 095

5101 0401 0901

008 596 027 077

02116F 6F 6F 5,11

554 593

09 019 086 549 507 027 077

3,6——0,1

8——3,1

5,21——1,2

0,41 091 0101 087 5101 577 577 577

21 3,6 8 5,21614HD1/221HtcapmoC

m2

0,51

092 0111088

039 559 0101 5701 538 538 538 57015,61

0052 61920,91 079

0,22574 514

072521 0513

6853051

0901 059

gk036 0,42 073 6263 031 0121 0501 039 559 0101 0311 098 098 098 0311

* Control with trailing cable (KBK25) and U=0: dimension X2=455 mm, H2=395 mm

For further instructions, refer to fold-out page.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.Dimensions H2 and X2 may be reduced when IR infrared controls are used. Please check with the technical department.

LWS

tsioH egdirbenarC egairracdneE-L-WFD barC

H gnitfilniaMgnitfilniaM

4FgnitfilpeerC cirtcelEtsioh

puorgMEFbarC

thgiew

reffuBepyt

:....KE 1edisLSH 2edisLSH

rKL 2X 2H U d TKe L b y g 1nal 2naI 1naI 2nal

)5 )6 )6 TKe )8 )21 )01 )9 )9 )01

nim/m nim/m ot mm mm

t m 1V 2V 3V 1V 2V 3V )7 m mm mm mm mm mm mm ZPD mm mm mm 1V 2V 3V mm 1V 2V 3V mm

10

Crane selection table DIN 15018, hoisting class H2, loading group B3

Standard design 2 203 316 09.eps

* Control with trailing cable (KBK25) and U=0: dimension X2=455 mm, H2=395 mm

For further instructions, refer to fold-out page.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.Dimensions H2 and X2 may be reduced when IR infrared controls are used. Please check with the technical department.

5

0,8 *594 *534 0

2110002 6142

001

041

057 083

-

5301

-

509

-

517

-

52214F 5,01

554 593

09 048 074 099

8 - - - -5,4——1,1

-

212HD1/461HtcapmoC

mA1

0,31 091 049 075 0501 567

0,51092 0401 076

059

0211 528 021181

00526192

0,91

574 514

072

521

63920201 056

5,91

05136853

0515,12 073 0211 057 5711 088 5711

0,22074 0221 058 0221 529 0221

gk044 0,42 6663 031

6 4 5 80,4——6,0

5——8,0

8——3,1

0,8 *594 *534 0

2110002 6142

001

041

048 025

0011 5211 0811

517 087508

068 5301

213HD1/421H

m2

5,01

554 593

09 039 016 558 097

0,31 091 0301 017 529 068 068

0,51092 0311

018

0201 0401 5901

589 029 029 029 5890,81

00526192 578

0,91

574 514

072

521

63920111 558

214HD1/421H

m3

5,91

05136853

0515,12 073 0321 559 0401 579 579 579 0401

0,22074 0331 5501 5801 0201 0201 0201 5801

gk017 0,42 6663 031

21 5 8 5,215——8,0

8——3,1

5,21——1,2

0,8 *594 *534 0

2110002 6142

001

041

098 046

5601 0211 0911

518547 008

078 5311525HD1/221H

mA1

0,01

554 593

09 089 037 059

5,21 091 0801 038 0201 018 018

0,51092 0811 039

089 0401 5011

0801 568 568 078 080181

0052

6192

526HD1/221H

m2

5,81

574 514

072

521

6392

051

0611 019

0,91073 0621 0101 5311 029 029 029 5311

5,12

05136853

0,22074 0631 0111 0801 569 569 569 0811

gk028 0,42 6263 031

3,6

0,7 *594 *534 0

211 0002 6142

001

041

048 025

0011 5211 0811

517 087508

068 53015,8

554 59309 039 016 558 097

0,9 091 0301 017529 068 068

6 1,3 4 3,61,3

——5,0

4——6,0

3,6——1

613HD1/421H

mA1

5,11

574 514

071

521

0002 6342

051

0101 096

0,41

072 0111

097

0201 0401 5901

589 029 029 029 5890,51578

614HD1/421H

m2

0,710052 6392

0,91073 0121 579 0401 579 579 579 0401

5,91

051368535,12 074 0131 5701

5801 0201 0201 0201 58010,22075 0141 5711

gk017 0,42 6263 031

LWS

tsioH egdirbenarC egairracdneE-L-WFD barC

H gnitfilniaMgnitfilniaM

4FgnitfilpeerC cirtcelEtsioh

puorgMEFbarC

thgiew

reffuBepyt

:....KE 1edisLSH 2edisLSH

rKL 2X 2H U d TKe L b y g 1nal 2naI 1naI 2nal

)5 )6 )6 TKe )8 )21 )01 )9 )9 )01

nim/m nim/m ot mm mm

t m 1V 2V 3V 1V 2V 3V )7 m mm mm mm mm mm mm ZPD mm mm mm 1V 2V 3V mm 1V 2V 3V mm

11

Ple

ase

op

en t

he f

old

-out

pag

e

Crane selection table DIN 15018, hoisting class H2, loading group B3

Standard design 2 203 316 09.eps

* Control with trailing cable (KBK25) and U=0: dimension X2=455 mm, H2=395 mm

For further instructions, refer to fold-out page.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.Dimensions H2 and X2 may be reduced when IR infrared controls are used. Please check with the technical department.

8

6 5,2 1,3 5

6 *025 *064 0

5210002 6342

001

051

048 025

0211 5411 0021

537008 528

088 5501023HD1/421H

mB1

8

084 024

09 039 016 558

5,9 091 0301 017 529 068 068

-1,3

——5,0

5——8,0

5,11092 0311

018

0201 0401 5901

589 029 029 029 589

024HD1/421H

mA1

51 578

61093

0052

63920321 579 0401 579 579 579 0401

5,81

061

2992

57191 094 0331 5701

5801 0201 0201 0201 580122095 0513

24630341

5711

gk007 42 2863 031 5821

6 1,3 5 81,3

——5,0

1,3——5,0

8——3,1

8

084 024

09

5210002 6342

001

051

0101 066

0711 5221 5921

588509 509 579

5701

025HD1/421H

m2

5,9 091 0111 067 559

5,11092 0121 068 5101 569 569 0001

51

61093

0052

63920131 069

5601 0211 0911

0701 0201 0201 0201

079

5,81

061

2992

571

91 094 0141 0601

5111 5601 5601 560112

095 0513

2463

01510611

222863 031

gk5101 42 0721

01

0,6

084 024

09 521

0002

6342

001

051 039 016

-

5411

-

558

- -

5285501

0,8 091

061

2942

571

0301 017 529 068

0,01

092 0311

018

5611

589 029 5890,21578

6 - 4 - - -4——6,0

524HD1/421H

mB1

0,41

0,51093 0321 579 0401 579 0401

0,61

0052

29920,71

094 0331 5701

5801 0201 5801

5,812303

0310,91

095 03415711

0,220513 2863

gk517 0,42 5821

0,6

084 024

09 521

0002

6342

001

051 0101 066

0711 5221 5921

588 058509 579

57010,8 091

061

2942

571

0111 067 559 509

525HD1/421H

mA1

0,21092 0121 068 5101 569 569 0001

0,41

6 5,2 4 3,65,2——4,0

4——6,0

3,6——1

0,51093 0131 069

5601 0211 0911

0701 0201 0201 0201

079

0,61

0052

6603

526HD1/421H

m2

0,71094 0141 0601

5111 5601 5601 5601

5,816113

0310,91

095 01510611

0,220513 6673

gk5101 0,42 0721

LWS

tsioH egdirbenarC egairracdneE-L-WFD barC

H gnitfilniaMgnitfilniaM

4FgnitfilpeerC cirtcelEtsioh

puorgMEFbarC

thgiew

reffuBepyt

:....KE 1edisLSH 2edisLSH

rKL 2X 2H U d TKe L b y g 1nal 2naI 1naI 2nal

)5 )6 )6 TKe )8 )21 )01 )9 )9 )01

nim/m nim/m ot mm mm

t m 1V 2V 3V 1V 2V 3V )7 m mm mm mm mm mm mm ZPD mm mm mm 1V 2V 3V mm 1V 2V 3V mm

12

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 (+VKran, – VKran) (see diagram 1 – 4).The following tables provide the maximum and minimum values for standard cranes.

203 316 21.eps

Diag. 1: Crab at lan 1; + Vcrane

Diag. 2: Crab at lan 2; + Vcrane

203 316 22.eps

)noisnemidhcaorppaelbaruovafnunibarc(FFE:metsysenarC

sdaolleehW)stneiciffeoctuohtiw(

secrofekarBgnolmorfgnitlusersecrofaitrenI

levartsecrofgniwekS ecrofdnereffuB

gk Nk Nk Nk Nk

Rxam Rnim L MHnim MHxam S sHxam sHnim uPxam

Axis

Axis

Axis

Axis

13

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 (+VKran, – VKran) (see diagram 1 – 4).The following tables provide the maximum and minimum values for standard cranes.

Diag. 4: Crab at lan 2; – Vcrane

203 316 24.eps

203 316 23.eps

Diag. 3: Crab at lan 1; – Vcrane

Axis

Axis

Axis

Axis

)noisnemidhcaorppaelbaruovafnunibarc(FFE:metsysenarC

sdaolleehW)stneiciffeoctuohtiw(

secrofekarBgnolmorfgnitlusersecrofaitrenI

levartsecrofgniwekS ecrofdnereffuB

gk Nk Nk Nk Nk

Rxam Rnim L MHnim MHxam S sHxam sHnim uPxam

14

Wheel loads/inertia forces/skewing forces/buffer forces/crane dead weight forces

Crane travel speed V Kr = 40 m/min;End carriage: Travel wheel diameter �d – Travel wheel tread bwheel – Crane runway rail width brail : 112-60-50; 125-60-50; 160-65-50;

t1

epytbarC napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71

NUKDKE005-5

1/2gk001

HDKE21H561

1/2gk052

Rxam gk 076 007 037 557 577 597 518 538 558 568 088 019 079 099

Rnim gk 522 022 522 532 542 552 072 082 592 003 513 043 593 014

L Nk 32,0 52,0 72,0 92,0 13,0 33,0 53,0 73,0 93,0 04,0 14,0 54,0 25,0 45,0

MHnim Nk 60,0 80,0 01,0 31,0 51,0 81,0 22,0 52,0 92,0 23,0 63,0 24,0 04,0 44,0

MHxam Nk 81,0 52,0 33,0 14,0 94,0 85,0 66,0 57,0 48,0 39,0 20,1 21,1 99,0 60,1

S )1 Nk 03,2 83,2 74,2 55,2 36,2 17,2 08,2 88,2 69,2 00,3 90,3 32,3 13,3 93,3

SHxam )1 Nk 37,1 18,1 88,1 59,1 00,2 60,2 11,2 61,2 12,2 32,2 82,2 53,2 53,2 04,2

SHnim )1 Nk 75,0 75,0 95,0 06,0 36,0 56,0 96,0 47,0 57,0 77,0 18,0 88,0 69,0 99,0

secrofdnereffuB )2 Nk 01,5 52,5 04,5 06,5 08,5 09,5 00,6 01,6 51,6 02,6 52,6 04,6 09,6 59,6

)3daedenarC

thgiewgk 577 048 509 079 0301 5901 0611 5221 0921 0231 5831 0941 5271 5971

t2

epytbarC napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71

NUKDKE0001-01

1/2gk051

HDKE21H561

1/4gk052

Rxam gk 0911 0321 0621 0921 0231 5431 0731 0931 5041 0441 5641 5841 5551 5851

Rnim gk 552 052 052 062 072 582 592 013 513 543 563 583 054 074

L Nk 72,0 92,0 13,0 33,0 53,0 73,0 04,0 24,0 34,0 74,0 05,0 25,0 06,0 36,0

MHnim Nk 60,0 80,0 01,0 31,0 61,0 91,0 32,0 62,0 03,0 63,0 24,0 74,0 74,0 35,0

MHxam Nk 82,0 93,0 15,0 46,0 77,0 19,0 50,1 02,1 33,1 15,1 76,1 38,1 56,1 97,1

S )1 Nk 47,3 38,3 19,3 00,4 21,4 12,4 03,4 93,4 54,4 16,4 47,4 38,4 68,4 99,4

SHxam )1 Nk 80,3 81,3 62,3 43,3 24,3 84,3 45,3 06,3 36,3 27,3 97,3 48,3 87,3 48,3

SHnim )1 Nk 66,0 56,0 56,0 66,0 07,0 37,0 67,0 97,0 28,0 98,0 59,0 99,0 80,1 51,1

secrofdnereffuB )2 Nk 55,5 57,5 09,5 00,6 51,6 02,6 03,6 04,6 54,6 07,6 09,6 01,7 07,7 01,8

)3daedenarC

thgiewgk 098 559 0201 0901 0811 0521 0231 0931 5341 0651 5561 0371 0002 5012

t2

epytbarC napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71

HDKE61H012

1/2gk024

Rxam gk 5221 0921 5331 5731 5141 5441 0741 0941 5151 5551 0851 5061 5761 5071

Rnim gk 073 043 033 523 033 533 043 543 553 083 004 514 574 005

L Nk 63,0 83,0 04,0 24,0 44,0 64,0 94,0 05,0 25,0 65,0 95,0 16,0 96,0 27,0

MHnim Nk 90,0 11,0 41,0 71,0 12,0 42,0 82,0 23,0 73,0 34,0 94,0 55,0 45,0 16,0

MHxam Nk 92,0 34,0 85,0 37,0 09,0 60,1 32,1 04,1 75,1 77,1 69,1 51,2 29,1 80,2

S )1 Nk 31,4 22,4 03,4 04,4 15,4 06,4 96,4 57,4 48,4 00,5 31,5 22,5 32,5 53,5

SHxam )1 Nk 71,3 33,3 64,3 65,3 66,3 47,3 18,3 68,3 29,3 20,4 01,4 51,4 70,4 41,4

SHnim )1 Nk 69,0 98,0 48,0 48,0 58,0 68,0 88,0 98,0 29,0 89,0 30,1 70,1 61,1 12,1

secrofdnereffuB )2 Nk 52,6 04,6 05,6 08,6 59,6 51,7 03,7 54,7 56,7 51,8 05,8 55,8 57,9 52,01

)3 thgiewdaedenarC gk 0911 5521 0231 0931 0841 0551 0261 5661 5371 0681 5591 0302 0032 5042

15

maxR – Maximum wheel load without coefficient (deadweight + hoist load)minR – Minimum wheel load without coefficient (deadweight + 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

t1

napS 81 91 02 12 22 32 42

Rxam gk 5311 5421 0721 5921 5431 5541 0151 epytreffuB

Rnim gk 555 066 586 017 067 568 029potsdigirtsniagareffuB

L Nk 17,0 48,0 78,0 09,0 69,0 90,1 61,1

MHnim Nk 85,0 45,0 85,0 26,0 76,0 57,0 18,0 nim/m04=enarcVtauP

MHxam Nk 81,1 10,1 70,1 31,1 02,1 72,1 33,1 m22=<rkL001ZPD

S )1 Nk 11,4 72,4 83,4 05,4 27,4 2,5 64,5 m22>rkL031ZPD

SHxam )1 Nk 67,2 67,2 48,2 09,2 20,3 62,3 93,3

SHnim )1 Nk 53,1 84,1 45,1 06,1 07,1 49,1 70,2

secrofdnereffuB )2 Nk 57,8 04,01 57,01 01,11 57,11 58,31 00,51

daedenarCthgiew

gk 5832 0082 0092 0003 0023 0363 0683

t2

napS m 81 91 02 12 22 32 42

Rxam gk 5371 5671 5681 5981 5291 0902 5612 epytreffuB

Rnim gk 526 056 547 577 008 569 0401

potsdigirtsniagareffuBL Nk 18,0 58,0 79,0 00,1 30,1 32,1 23,1

MHnim Nk 37,0 08,0 57,0 18,0 78,0 50,1 51,1 nim/m04=enarcVtauP

MHxam Nk 40,2 81,2 88,1 99,1 01,2 72,2 93,2 m22=<rkL001ZPD

S )1 Nk 37,5 68,5 68,5 89,5 11,6 68,6 91,7 m22>rkL031ZPD

SHxam )1 Nk 22,4 92,4 91,4 52,4 13,4 96,4 68,4

SHnim )1 Nk 15,1 75,1 76,1 37,1 08,1 71,2 33,2

secrofdnereffuB )2 Nk 54,01 58,01 03,21 09,21 04,31 01,41 05,41

daedenarCthgiew

gk 5172 5282 0223 0333 0443 5014 5044

t2

napS m 81 91 02 12 22 32 42

Rxam gk 0681 5981 5991 5202 0902 0222 5922 epytreffuB

Rnim gk 056 576 077 597 068 589 0601

potsdigirtsniagareffuBL Nk 09,0 49,0 60,1 90,1 71,1 23,1 14,1

MHnim Nk 18,0 98,0 38,0 98,0 99,0 41,1 52,1 nim/m04=enarcVtauP

MHxam Nk 43,2 05,2 41,2 72,2 24,2 85,2 27,2 m22=<rkL001ZPD

S )1 Nk 01,6 32,6 02,6 23,6 26,6 91,7 35,7 m22>rkL031ZPD

SHxam )1 Nk 25,4 06,4 74,4 45,4 96,4 89,4 61,5

SHnim )1 Nk 85,1 36,1 37,1 87,1 39,1 12,2 73,2

secrofdnereffuB )2 Nk 07,21 02,31 01,51 06,51 00,71 04,41 07,41

daedenarCthgiew

gk 0203 0313 5253 5363 0093 5044 5074

16

Wheel loads/inertia forces/skewing forces/buffer forces/crane dead weight forces

Crane travel speed V Kr = 40 m/min;End carriage: Travel wheel diameter �d – Travel wheel tread bwheel – Crane runway rail width brail : 112-60-50; 125-60-50; 160-65-50;

t2,3

epytbarC napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71

NUKDKE0061-02

1/2gk091

861HDKE1/421H

gk052

802HDKE1/461H

gk044

HDKE614/6131/221H

gk036

Rxam gk 5271 0181 0781 0391 0791 0102 5302 5602 5112 0412 5812 0222 5722 0532

Rnim gk 084 034 504 593 093 093 093 593 024 534 064 084 525 595

L Nk 63,0 83,0 04,0 34,0 54,0 84,0 94,0 15,0 65,0 85,0 36,0 66,0 27,0 08,0

MHnim Nk 90,0 11,0 41,0 71,0 02,0 42,0 72,0 13,0 73,0 24,0 05,0 75,0 45,0 66,0

MHxam Nk 23,0 74,0 46,0 38,0 20,1 12,1 14,1 26,1 78,1 90,2 63,2 16,2 33,2 16,2

S )1 Nk 07,5 97,5 98,5 10,6 11,6 12,6 72,6 73,6 65,6 66,6 58,6 99,6 08,6 51,7

SHxam )1 Nk 64,4 86,4 48,4 99,4 01,5 02,5 72,5 53,5 74,5 45,5 66,5 47,5 35,5 17,5

SHnim )1 Nk 42,1 11,1 50,1 20,1 10,1 10,1 00,1 20,1 90,1 21,1 91,1 52,1 72,1 44,1

secrofdnereffuB )2 Nk 03,6 04,6 55,6 58,6 01,7 52,7 53,7 55,7 51,8 04,8 09,8 03,9 02,01 02,11

)3daedenarC

thgiewgk 0021 0721 0431 5441 0251 5951 5461 5171 5681 5491 5802 5912 0042 0862

t5

epytbarC napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71

212HDKE1/461H

gk044

213HDKE/421H 1gk017

Rxam gk 5052 0262 5072 0872 5382 0882 0392 5792 0203 0703 0113 0613 5523 0233

Rnim gk 056 565 025 005 084 074 574 584 005 525 045 075 056 007

L Nk 93,0 14,0 34,0 74,0 94,0 15,0 45,0 75,0 16,0 56,0 96,0 47,0 48,0 19,0

MHnim Nk 90,0 21,0 41,0 71,0 02,0 32,0 72,0 23,0 73,0 44,0 05,0 95,0 06,0 07,0

MHxam Nk 63,0 55,0 47,0 69,0 91,1 14,1 86,1 69,1 52,2 85,2 98,2 52,3 00,3 43,3

S )1 Nk 61,8 52,8 53,8 94,8 95,8 76,8 08,8 69,8 21,9 13,9 05,9 76,9 05,9 77,9

SHxam )1 Nk 84,6 97,6 10,7 02,7 53,7 64,7 85,7 17,7 38,7 59,7 60,8 91,8 19,7 70,8

SHnim )1 Nk 86,1 64,1 43,1 92,1 42,1 12,1 22,1 52,1 92,1 63,1 44,1 84,1 95,1 07,1

secrofdnereffuB )2 Nk 54,6 07,6 59,6 02,7 54,7 56,7 01,8 05,8 59,8 05,9 01,01 07,01 09,11 01,31

)3daedenarC

thgiewgk 5921 0731 5441 0551 0361 0961 5971 5191 5302 5812 0032 0642 0182 0403

t5

epytbarC napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71

HDKE526/5251/221H

gk028

Rxam gk 5052 5362 5272 5082 5682 0292 5792 0103 0603 5013 5613 0023 0033 5633

Rnim gk 007 016 555 035 015 005 505 505 025 535 575 585 566 517

L Nk 24,0 44,0 74,0 05,0 25,0 55,0 95,0 16,0 46,0 86,0 47,0 77,0 88,0 49,0

MHnim Nk 01,0 31,0 61,0 91,0 22,0 62,0 03,0 43,0 04,0 64,0 55,0 26,0 26,0 37,0

MHxam Nk 73,0 65,0 77,0 10,1 42,1 94,1 87,1 40,2 53,2 76,2 50,3 83,3 01,3 54,3

S )1 Nk 03,8 04,8 05,8 36,8 47,8 58,8 10,9 01,9 62,9 24,9 86,9 18,9 36,9 09,9

SHxam )1 Nk 94,6 28,6 60,7 72,7 24,7 65,7 07,7 08,7 29,7 40,8 02,8 92,8 20,8 71,8

SHnim )1 Nk 18,1 85,1 44,1 63,1 23,1 92,1 13,1 03,1 43,1 83,1 84,1 25,1 16,1 37,1

secrofdnereffuB )2 Nk 08,6 01,7 53,7 07,7 01,8 54,8 09,8 51,9 07,9 03,01 01,11 04,11 00,31 01,41

)3daedenarC

thgiewgk 0141 5841 0651 5661 5471 0381 0002 5202 5412 5722 5742 0752 0292 0513

17

maxR – Maximum wheel load without coefficient (deadweight + hoist load)minR – Minimum wheel load without coefficient (deadweight + 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

t2,3

napS m 81 91 02 12 22 32 42

Rxam gk 0742 5052 0462 0072 0382 5292 5692 epytreffuB

Rnim gk 507 037 068 519 5301 5211 0611

potsdigirtsniagareffuBL Nk 49,0 89,0 41,1 12,1 63,1 74,1 15,1

MHnim Nk 48,0 29,0 09,0 10,1 81,1 23,1 24,1 nim/m04=enarcVtauP

MHxam Nk 49,2 61,3 87,2 89,2 22,3 44,3 26,3 m22=<rkL001ZPD

S )1 Nk 17,7 58,7 68,7 11,8 86,8 80,9 32,9 m22>rkL031ZPD

SHxam )1 Nk 00,6 80,6 39,5 60,6 53,6 65,6 56,6

SHnim )1 Nk 17,1 77,1 39,1 50,2 33,2 25,2 85,2

secrofdnereffuB )2 Nk 52,31 08,31 04,61 07,71 01,91 57,41 09,41

daedenarCthgiew

gk 0413 0623 0043 5204 5254 0984 5405

t5

napS m 81 91 02 12 22 32 42

Rxam gk 5243 5453 0263 0273 0473 0883 5693 epytreffuB

Rnim gk 008 009 569 5501 0701 0021 0821

potsdigirtsniagareffuBL Nk 30,1 71,1 52,1 63,1 83,1 55,1 46,1

MHnim Nk 68,0 70,1 69,0 21,1 91,1 14,1 65,1 nim/m04=enarcVtauP

MHxam Nk 67,3 12,4 36,3 59,3 81,4 55,4 68,4 m22=<rkL001ZPD

S )1 Nk 52,01 08,01 82,01 27,01 08,01 04,11 77,11 m22>rkL031ZPD

SHxam )1 Nk 23,8 26,8 21,8 53,8 04,8 17,8 09,8

SHnim )1 Nk 39,1 81,2 61,2 73,2 04,2 96,2 78,2

secrofdnereffuB )2 Nk 59,41 03,71 09,81 01,12 05,12 01,51 54,51

daedenarCthgiew

gk 0343 5883 0614 5454 0164 5515 5845

t5

napS m 81 91 02 12 22 32 42

Rxam gk 0743 0553 5663 5673 5873 5293 0404 epytreffuB

Rnim gk 508 578 579 5601 5701 0121 5131

potsdigirtsniagareffuBL Nk 60,1 51,1 82,1 04,1 24,1 85,1 17,1

MHnim Nk 09,0 50,1 99,0 51,1 22,1 44,1 36,1 nim/m04=enarcVtauP

MHxam Nk 78,3 62,4 37,3 60,4 92,4 76,4 19,5 m22=<rkL001ZPD

S )1 Nk 83,01 67,01 14,01 48,01 19,01 25,11 20,21 m22>rkL031ZPD

SHxam )1 Nk 34,8 36,8 22,8 54,8 05,8 18,8 70,9

SHnim )1 Nk 59,1 31,2 91,2 93,2 14,2 17,2 59,2

secrofdnereffuB )2 Nk 09,51 56,71 01,02 03,22 07,22 08,52 08,51

daedenarCthgiew

gk 0453 0583 0724 5564 0274 5625 0175

18

Wheel loads/inertia forces/skewing forces/buffer forces/crane dead weight forces

Crane travel speed V Kr = 40 m/min;End carriage: Travel wheel diameter �d – Travel wheel tread bwheel – Crane runway rail width brail : 112-60-50; 125-60-50; 160-65-50;

t3,6

epytbarC napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71

HDKE614/6131/421H

gk017

Rxam gk 5403 5813 0923 5733 5343 0053 0553 5263 5763 5273 0873 0683 5693 5504

Rnim gk 567 566 006 075 045 045 535 075 575 006 526 086 567 538

L Nk 93,0 24,0 44,0 74,0 94,0 35,0 65,0 26,0 66,0 07,0 57,0 38,0 59,0 40,1

Rnim Nk 90,0 21,0 41,0 71,0 91,0 32,0 72,0 43,0 93,0 64,0 35,0 56,0 66,0 08,0

Rxam Nk 83,0 75,0 87,0 10,1 42,1 25,1 97,1 71,2 94,2 58,2 42,3 27,3 34,3 78,3

S )1 Nk 78,9 79,9 70,01 02,01 92,01 64,01 85,01 68,01 00,11 02,11 14,11 67,11 94,11 88,11

SHxam )1 Nk 98,7 52,8 25,8 47,8 98,8 70,9 91,9 93,9 15,9 56,9 97,9 00,01 36,9 58,9

SHnim )1 Nk 89,1 27,1 55,1 64,1 04,1 93,1 93,1 74,1 94,1 55,1 26,1 67,1 68,1 30,2

secrofdnereffuB )2 Nk 54,6 57,6 00,7 52,7 54,7 00,8 03,8 01,9 05,9 02,01 58,01 57,11 06,31 51,51

)3daedenarC

thgiewgk 5131 5931 5741 5751 0461 5771 5681 5802 5912 5432 0152 5772 0513 5743

t8

epytbarC napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71

HDKE024/0231/421H

gk007

Rxam gk 5673 0493 0604 0514 5324 0034 0734 5344 5944 0954 0664 0574 5684 0494

Rnim gk 049 508 527 076 546 526 036 046 056 017 547 018 598 059

L Nk 24,0 44,0 74,0 94,0 25,0 55,0 06,0 46,0 86,0 87,0 48,0 39,0 50,1 31,1

MHnim Nk 01,0 21,0 51,0 71,0 02,0 42,0 82,0 33,0 93,0 05,0 95,0 27,0 27,0 48,0

MHxam Nk 04,0 16,0 38,0 70,1 43,1 26,1 69,1 13,2 86,2 12,3 86,3 52,4 39,3 83,4

S )1 Nk 81,21 92,21 93,21 84,21 36,21 67,21 59,21 41,31 23,31 37,31 00,41 04,41 43,41 76,41

SHxam )1 Nk 57,9 02,01 25,01 57,01 79,01 41,11 23,11 94,11 46,11 98,11 80,21 13,21 21,21 13,21

SHnim )1 Nk 34,2 90,2 78,1 37,1 66,1 26,1 36,1 56,1 86,1 48,1 29,1 90,2 22,2 63,2

secrofdnereffuB )2 Nk 56,6 59,6 02,7 04,7 08,7 02,8 07,8 03,9 58,9 01,11 58,11 04,31 03,51 55,61

)3daedenarC

thgiewgk 0041 5841 5651 5361 0571 0581 5991 0412 5822 5952 0182 0113 5133 5773

t8

epytbarC napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71

025HDKE1/421Hgk5101

Rxam gk 0783 5504 0814 5824 5734 5444 0154 5754 0764 5374 5084 0094 0105 5805

Rnim gk 589 548 557 507 086 066 056 556 507 527 067 028 019 069

L Nk 15,0 45,0 65,0 95,0 36,0 66,0 96,0 47,0 28,0 78,0 49,0 30,1 51,1 32,1

MHnim Nk 21,0 51,0 81,0 12,0 52,0 82,0 33,0 83,0 74,0 55,0 56,0 08,0 87,0 09,0

MHxam Nk 84,0 37,0 99,0 82,1 06,1 29,1 72,2 56,2 61,3 26,3 21,4 27,4 23,4 08,4

S )1 Nk 06,21 07,21 08,21 00,31 01,31 03,31 04,31 06,31 00,41 02,41 05,41 08,41 04,41 07,41

SHxam )1 Nk 01,01 05,01 08,01 01,11 03,11 06,11 07,11 09,11 01,21 03,21 05,21 07,21 02,21 04,21

SHnim )1 Nk 05,2 02,2 00,2 09,1 08,1 07,1 07,1 07,1 09,1 09,1 00,2 01,2 02,2 03,2

ecrofdnereffuB )2 Nk 09,7 05,8 09,8 03,9 00,01 06,01 09,01 05,11 08,21 07,31 07,41 02,61 05,81 01,02

)3daedenarC

thgiewgk 0171 5871 5681 0891 0012 5022 0532 0642 5372 0192 5213 5243 0383 0904

19

maxR – Maximum wheel load without coefficient (deadweight + hoist load)minR – Minimum wheel load without coefficient (deadweight + 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

t3,6

napS m 81 91 02 12 22 32 42

Rxam gk 0214 0224 5624 0534 0934 5554 5064 epytreffuB

Rnim gk 098 079 5001 0801 0111 5621 5031

potsdigirtsniagareffuBL Nk 11,1 22,1 72,1 63,1 14,1 06,1 56,1

MHnim Nk 29,0 90,1 59,0 90,1 81,1 44,1 55,1 nim/m04=enarcVtauP

MHxam Nk 62,4 37,4 40,4 04,4 96,4 81,5 94,5 m22=<rkL001ZPD

S )1 Nk 71,21 16,21 48,11 81,21 53,21 70,31 62,31 m22>rkL031ZPD

SHxam )1 Nk 10,01 52,01 85,9 67,9 68,9 32,01 43,01

SHnim )1 Nk 61,2 63,2 62,2 24,2 94,2 48,2 29,2

secrofdnereffuB )2 Nk 52,61 04,81 04,91 51,12 00,22 03,51 05,51

daedenarCthgiew

gk 0173 5704 0424 5454 5964 0435 0155

t8

napS m 81 91 02 12 22 32 42

Rxam gk 0405 0905 0915 5925 2435 3955 4275 epytreffuB

Rnim gk 0301 0601 5411 5321 0721 4841 3061

potsdigirtsniagareffuBL Nk 42,1 92,1 04,1 25,1 75,1 58,1 00,2

MHnim Nk 00,1 01,1 20,1 91,1 92,1 36,1 68,1 nim/m04=enarcVtauP

MHxam Nk 09,4 13,5 56,4 01,5 54,5 41,6 36,6 m22=<rkL001ZPD

S )1 Nk 11,51 13,51 36,41 01,51 82,51 63,61 49,61 m22>rkL031ZPD

SHxam )1 Nk 55,21 86,21 99,11 42,21 53,21 09,21 02,31

SHnim )1 Nk 65,2 36,2 46,2 68,2 39,2 64,3 47,3

secrofdnereffuB )2 Nk 56,81 06,91 07,12 09,32 08,42 64,61 83,71

daedenarCthgiew

gk 0314 0924 0664 0605 5225 4516 3566

t8

napS m 81 91 02 12 22 32 42

Rxam gk 5815 5325 5935 5445 5945 2275 6785 epytreffuB

Rnim gk 0401 0701 0121 5421 0821 3151 7061

potsdigirtsniagareffuBL Nk 33,1 83,1 65,1 16,1 66,1 49,1 90,2

MHnim Nk 70,1 81,1 51,1 62,1 63,1 07,1 49,1 nim/m04=enarcVtauP

MHxam Nk 33,5 67,5 31,5 05,5 68,5 75,6 80,7 m22=<rkL001ZPD

S )1 Nk 02,51 03,51 03,51 05,51 02,51 37,61 03,71 m22>rkL031ZPD

SHxam )1 Nk 06,21 08,21 05,21 06,21 04,21 62,31 65,31

SHnim )1 Nk 06,2 05,2 08,2 09,2 08,2 74,3 47,3

secrofdnereffuB )2 Nk 01,22 00,32 05,62 06,72 08,51 45,71 39,81

daedenarCthgiew

gk 5444 0164 5025 5735 0455 9646 8696

20

Wheel loads/inertia forces/skewing forces/buffer forces/crane dead weight forces

Crane travel speed V Kr = 40 m/min;End carriage: Travel wheel diameter �d – Travel wheel tread bwheel – Crane runway rail width brail : 112-60-50; 125-60-50; 160-65-50;

t8

epytbarC napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71

Rxam gk 9854 5484 6694 6905 3915 8825 0635 6645 8345 2665 8675 6385 0006 5995

524HDKE1/421H

gk517

Rnim gk 5611 769 898 048 697 287 667 108 298 788 949 979 0111 6701

L Nk 54,0 94,0 25,0 65,0 95,0 46,0 86,0 67,0 08,0 39,0 30,1 90,1 72,1 42,1

MHnim Nk 11,0 31,0 61,0 02,0 32,0 72,0 13,0 93,0 84,0 95,0 37,0 38,0 68,0 98,0

MHxam Nk 34,0 76,0 19,0 02,1 05,1 58,1 02,2 96,2 39,2 87,3 14,4 59,4 76,4 59,4

S )1 Nk 19,41 60,51 02,51 93,51 25,51 37,51 68,51 42,61 04,61 03,71 57,71 00,81 07,71 26,71

SHxam )1 Nk 68,11 35,21 48,21 81,31 34,31 76,31 68,31 31,41 01,41 04,41 12,51 04,51 29,41 19,41

SHnim )1 Nk 50,3 35,2 63,2 12,2 90,2 60,2 00,2 11,2 03,2 09,2 45,2 06,2 87,2 17,2

secrofdnereffuB )2 Nk 59,6 43,7 17,7 33,8 57,8 33,9 09,9 01,11 93,11 05,31 01,51 01,61 05,91 01,91

)3daedenarC

thgiewgk 8051 4261 9271 2781 8791 0412 2522 3352 0662 8903 5343 0363 0224 2414

t01

epytbarC napS m 4 5 6 7 8 9 01 11 21 31 41 51 61 71

Rxam gk 0564 5784 0884 5615 5625 0635 0345 0555 0365 5375 0485 5985 0306 0706

HDKE526/5251/421Hgk5101

Rnim gk 5021 0201 5201 538 597 077 057 097 018 568 029 049 0401 5401

L Nk 15,0 45,0 45,0 06,0 36,0 86,0 17,0 08,0 68,0 69,0 50,1 01,1 42,1 72,1

MHnim Nk 21,0 51,0 51,0 12,0 42,0 92,0 23,0 14,0 94,0 06,0 37,0 28,0 28,0 98,0

MHxam Nk 05,0 27,0 37,0 03,1 36,1 00,2 53,2 09,2 93,3 99,3 46,4 61,5 87,4 91,5

S )1 Nk 71,51 72,51 03,51 35,51 07,51 98,51 00,61 24,61 86,61 34,71 68,71 50,81 06,71 27,71

SHxam )1 Nk 40,21 36,21 56,21 73,31 56,31 98,31 70,41 73,41 95,41 51,51 24,51 75,51 20,51 21,51

SHnim )1 Nk 31,3 46,2 56,2 61,2 50,2 00,2 39,1 50,2 90,2 82,2 44,2 84,2 85,2 06,2

secrofdnereffuB )2 Nk 58,7 04,8 54,8 53,9 00,01 57,01 01,11 04,21 54,31 59,41 06,61 05,71 02,02 08,02

)3daedenarC

thgiewgk 0171 5871 0181 0991 5112 0622 0632 5762 5782 0913 5153 5663 0314 5224

21

maxR – Maximum wheel load without coefficient (deadweight + hoist load)minR – Minimum wheel load without coefficient (deadweight + 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

t01

napS 81 91 02 12 22 32 42

Rxam gk 1216 1616 6926 1546 2756 6966 4386 epytreffuB

Rnim gk 7711 4911 8031 4441 8451 7561 0871

potsdigirtsniagareffuBL Nk 83,1 14,1 65,1 47,1 78,1 10,2 71,2

MHnim Nk 80,1 71,1 11,1 33,1 35,1 57,1 99,1 nim/m04=enarcVtauP

MHxam Nk 06,5 30,5 53,5 69,5 05,6 60,7 46,7 m71=<rkL001ZPD

S )1 Nk 02,81 03,81 06,71 03,81 08,81 03,91 09,91 m71>rkL031ZPD

SHxam )1 Nk 02,51 03,51 05,41 09,41 02,51 05,51 08,51

SHnim )1 Nk 00,3 00,3 01,3 04,3 06,3 08,3 01,4

secrofdnereffuB )2 Nk 07,12 03,22 02,51 08,51 07,61 05,71 09,81

daedenarCthgiew

gk 7954 1174 8025 9875 2426 6076 8227

t01

napS m 81 91 02 12 22 32 42

Rxam gk 5316 0326 0536 0946 0166 0586 7896 epytreffuB

Rnim gk 0901 5511 5521 0831 0841 3561 7771

potsdigirtsniagareffuBL Nk 33,1 34,1 65,1 27,1 58,1 01,2 62,2

MHnim Nk 10,1 71,1 01,1 03,1 05,1 18,1 60,2 nim/m04=enarcVtauP

MHxam Nk 07,5 92,6 55,5 51,6 17,6 15,7 01,8 m71=<rkL001ZPD

S )1 Nk 00,81 93,81 85,71 61,81 96,81 56,91 62,02 m71>rkL031ZPD

SHxam )1 Nk 92,51 15,51 86,41 00,51 82,51 18,51 31,61

SHnim )1 Nk 17,2 88,2 09,2 61,3 14,3 58,3 41,4

secrofdnereffuB )2 Nk 07,41 59,41 54,51 51,61 59,61 30,91 46,02

daedenarCthgiew

gk 5444 0674 5025 5375 0716 6007 8257

22

Crane

The steel superstructure is specified to DIN 15018, hoisting class H2, loading group B3 for indoor operations (otherclassifications on request). The crane girder and the end carriages, of automatically welded box-section design, are connectedby high-tensile HV screws. The perfectly reproducible crane geometry (precondition for good travel characteristics) is achievedby machining of the 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 designfeatures include high durability due to roller bearings which are lubricated for life in the wheel bearing, track gauge changes bymeans of spacer plates in the wheel blocks and drive arrangements to the right or left, as desired.

Documentation: 203 321 44 – DFW-L-E 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

Monorail crabs, low-headroom design EK with Demag hoist, as desired:

• DH electric rope hoist (1 to 10 t) with 2/1 or 4/1 reeving andhoist motor type: main lifting/creep lifting, pole-changing F4 with DH 160, 200 or F6 with DH 300 – 600.

• DK electric chain hoist (1 to 3,2 t) with 2/1 andhoist motor type: main lifting/creep lifting, pole-changing F4

All types have direct drive and cylindrical travel wheels.

Cross travel speeds: EKDH 160 2/1, 160 4/1, 200 2/1 Vka= 7/14 or 7/28 m/minEKDH 200 4/1, 300 2/1, 400 2/1 Vka= 6,3/25 m/minEKDH 300 4/1, 400 4/1, 500,600 Vka= 5/20 m/minEKDKUN Vka= 4,6/14 or 7/28 m/min (other speeds on request)

Documentation: 202 654 44 – Demag hoist, volume 1202 846 44 – Demag chain hoist

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 along Demag DML compact conductors protected against accidental contact on theDemag trolley,

• 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 which is 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-based paint (RAL 1004 – golden yellow; min. coat thickness 60 µm). The travel drives, crab and the electric housing are givena top coat of synthetic resin-based paint (RAL 5009 azure blue).

Paint finish

(on request)Standard top coat (RAL 1007 – chrome yellow)

Description

Additional equipment(on request)

• 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/rotating light

• Height-adjustable control pendant

• Overload cut-off

• Overload protection

• By-pass control

• Crane/workshop door latching device

• Anti-collision protection/crane distance monitoring

1) Check mounting possibilities.(bmin = min. lateral crane clearance dimen

2) If there is no main conductor line above tcrane bridge.

3) If dimension >150 or 200, lan1 and lan2change.

4) Permissible crane runway gauge tolerancfor Lkr � 15 m : ± 5 mmfor Lkr > 15 m : ± (5 + 0,25 (Lkr – 15)) to DIN 4132, with Lkr in m.

5) Higher hook paths possible(lan 1, lan 2 increase, possibly also g).Higher hook paths possible for DK chain Chain collector box changes y dimension

6) V1 or N = normal hoist speed,V2, V3 or L = higher hoist speed.

7) Crab weight including counterweight.

Height of the loop for KBK 25 (trailing cable)from the top edge of the crane to the obstruct-ing edge (lower cable loop) ��1050 mm.For special slope (design 3), the dimension fromthe crane runway rail to the obstructing edgeincreases. For H1 � 675 mm, dimensionU1 = 700 mm.

Crane side 2

203 316 31.eps

EKKE design 1

HT connection

Gro

und

dim

ensi

on

The dimensions and technical data given in thisdocument are calculated on the basis of certainrequirements. Deviations may occur in individualcases. The exact values are computer-calculatedwhen an order is placed.

Crane side 1

sion)

the

ce:

mm

hoists..

203 316 32.eps

8) According to UVV VBG 9 a minimum safety dis-tance of 500 mm must be maintained betweenthe mobile and stationary crane parts. An excep-tion to this is the bottom block suspended fromthe rope.

9) Approach dimensions lan1 and lan2 calculatedwith the short cover in the highest hook position.

10) Approach dimensions on the HSL side calculatedwith the small contactor enclosure on the endcarriage.

11) Please pay attention to sufficient clearance di-mensions (e.g. tolerances, snow load etc.).

12) Hook dimension for microspeed motor; when anoperating limit switch is installed, the hook di-mension increases, therefore, dimension g in-creases by 50 mm for 2/1 reeving and by 20 mmfor 4/1 reeving.

General instructions:

– Technical data for other hoisting classes, loadinggroups and groups of mechanisms on request.

– Dimension H1 may increase for DVS cranes withadditional fittings.

– The dimensions given are standard dimensions.Corresponding tolerances must be considered.They may result in non-standard dimensions.

– Structural dimensions refer to the basic crabdesign. Static calculation check required forother dimensions.

– Higher hook paths increase lan1 and lan2. App-roach dimension refers to highest hook position.

– Minimum wheel base 2000 mm (smaller wheelbase on request).

– The end carriage deflection and approach dimen-sions must be checked for raised crane designs(designs 4, 5).

Buffer for DVW

Span

Stop provided by customer On main busbar side

Mainbusbar

DMLVAR I

DVW

Var IIH

oo

k p

ath

Notes

Additional equipment(on request)

• 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/rotating light

• Height-adjustable control pendant

• Overload cut-off

• Overload protection

• By-pass control

• Crane/workshop door latching device

• Anti-collision protection/crane distance monitoring

Height of the loop for KBK 25 (trailing cable)from the top edge of the crane to the obstructingedge (lower cable loop) ��1050 mm.

1) Check mounting possibilities.(bmin = min. lateral crane clearance dimen

2) If there is no main conductor line above bridge.

3) If dimension >150, lan1 and lan2 chang

4) Permissible crane runway gauge toleranfor Lkr � 15 m : ± 5 mmfor Lkr > 15 m : ± (5 + 0,25 (Lkr – 15))to DIN 4132, with Lkr in m.

5) Higher hook paths possible(lan 1, lan 2 increase, possibly also g).Higher hook paths possible for DK chainChain collector box changes y dimensio

6) V1 or N = normal hoist speed,V2, V3 or L = higher hoist speed.

7) Crab weight including counterweight.

203 316 33.eps

Crane side 2EKKE design 2

HT connection

Gro

und

dim

ensi

on

The dimensions and technical data given in thisdocument are calculated on the basis of certainrequirements. Deviations may occur in individualcases. The exact values are computer-calculatedwhen an order is placed.

sion)

the crane

ge.

ce:

) mm

hoists.n.

8) According to UVV VBG 9 a minimum safetydistance of 500 mm must be maintained be-tween the mobile and stationary crane parts.An exception to this is the bottom block sus-pended from the rope.

9) Approach dimensions lan1 and lan2 calculatedwith the short cover in the highest hook posi-tion.

10) Approach dimensions on the HSL side calcu-lated with the small contactor enclosure on theend carriage.

11) Please pay attention to sufficient clearancedimensions (e.g. tolerances, snow load etc.).

12) Hook dimension for microspeed motor; whenan operating limit switch is installed, the hookdimension increases, therefore, dimension gincreases by 50 mm for 2/1 reeving and by20 mm for 4/1 reeving.

General instructions:

– Technical data for other hoisting classes, loadinggroups and groups of mechanisms on request.

– Dimension H2 may increase for DVS cranes withadditional fittings.

– The dimensions given are standard dimensions.Corresponding tolerances must be considered.They may result in non-standard dimensions.

– Structural dimensions refer to the basic crabdesign. Static calculation check required forother dimensions.

– Higher hook paths increase lan1 and lan2. App-roach dimension refers to highest hook position.

– Minimum wheel base 2000 mm (smaller wheelbase on request).

– The end carriage deflection and approach dimen-sions must be checked for raised crane designs(designs 4, 5).

Crane side 1

203 316 34.eps

Buffer for DVW

Span

Stop provided by customer

On main busbar side

Mainbusbar

DMLVAR I

DVW

Var II

Ho

ok

pat

h

Mannesmann Dematic AG

P.O. Box 67 · D-58286 WetterTelephone (+49/2335) 92-0 · Telefax (+49/2335) 927676Internet http://www.dematic.com

Subject to alterationReproduction in whole or in part only with prior consent of Mannesmann Dematic AG, D-58286 Wetter Prin

ted

in G

erm

any

CD

L/09

00/1

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