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WOLFF 700 B Technical Information Download Page 54

8.3 Assembly weight slewing section

Module

Crane parts

Weight [kg]

Tower head section upper part

11015

▪

Tower head section upper
part (including struts, plat-
forms and standard railings)

10520

▪

Pulley block

310

▪

Shock absorber

185

Driver's cab with driver's cab suspension

1340

▪

Driver's cab suspension

400

▪

Driver's cab

940

Tower head section lower part

20360

▪

Lower part of tower head sec-
tion

2590

▪

Slewing frame + ball race
bearing

13290

▪

Connecting block

4480

Counterjib (including struts, pedestals and standard railing)

5900

Machine platform hoisting gear (1000 m rope = 5 to)

17500

Machine platform luffing gear 

4700

54

8 Assembly weights

TI_2017-3

WOLFF 700 B

Summary of Contents for 700 B

Page 1: ...Slewing tower crane English English WOLFF 700 B Technical information TI_2017 3 WOLFF 700 B...

Page 2: ...or modification outside of the stringent limits of the copyright laws without permission of WOLFFKRAN GmbH is prohibited and subject to penalties This applies particularly for copying translation mic...

Page 3: ...combinations on foundation slewing section with HT 23 connection 3 1 14 Tower combinations on cross frame slewing section with HT 23 connection 3 2 20 Tower combinations on mobile cross frame slewing...

Page 4: ...m 9 1 3 62 Jib brace diagram 9 2 63 Arrangement of standard railings 9 3 65 Standard railings NG and accessories 9 3 1 65 Arrangement of standard railings 9 3 2 66 Support blocks for brace 9 4 69 Suit...

Page 5: ...2 3 m 30 0 t 35 0 t 40 0 t 50 0 t 50 0 t 50 0 t 50 0 t 50 0 t 50 0 t 26 5 t 22 6 t 20 0 t 17 7 t 15 0 t 12 4 t 10 0 t 7 6 t 5 4 t 71 m 16 7 m 2 0m 8 9 m 7 2 m 40 m 50 m 60 m 70 m Item Data Crane type...

Page 6: ...e load torque range specified for the lifting capacities by up to 10 This is however sub ject to the restriction that hoisting gear and trolley drive trolley crane respectively hoisting gear and derri...

Page 7: ...0 17 6 15 5 13 8 12 4 50 5 1 37 5 20 0 20 0 20 0 20 0 18 8 16 7 15 0 45 4 6 39 5 20 0 20 0 20 0 20 0 19 8 17 7 40 4 1 40 0 20 0 20 0 20 0 20 0 20 0 35 3 5 35 0 20 0 20 0 20 0 20 0 30 3 0 30 0 20 0 20...

Page 8: ...00 20000 20000 20000 20000 20000 20000 20000 20000 29 20000 20000 20000 20000 20000 20000 20000 20000 19160 30 20000 20000 20000 20000 20000 20000 20000 20000 18380 31 20000 20000 20000 20000 20000 20...

Page 9: ...28 1 23 1 19 4 16 7 14 6 12 9 11 5 50 5 1 18 5 36 9 29 3 24 2 20 6 17 9 15 8 14 1 45 4 6 19 0 38 0 30 4 25 3 21 6 18 9 16 8 40 4 1 19 5 39 0 31 3 26 1 22 5 19 7 35 3 5 20 0 40 0 31 9 26 5 22 6 30 3 0...

Page 10: ...8 28430 28400 27980 27090 26050 24870 23640 21580 18750 29 27430 27400 27020 26150 25110 23930 22700 20680 17930 30 26500 26470 26140 25280 24240 23050 21820 19840 17170 31 25590 25310 24460 23420 222...

Page 11: ...24 2 20 6 17 9 15 8 40 4 1 15 2 37 9 30 2 25 1 21 4 18 7 35 3 5 15 6 38 7 30 7 25 4 21 6 30 3 0 15 6 38 8 30 8 25 5 JL Jib length LCC Load carrying capacity The load carrying capacity is related to a...

Page 12: ...24 32140 32070 31490 30470 29430 28260 25 30810 30730 30210 29210 28170 27000 26 29580 29510 29030 28050 27010 25830 27 28450 28370 27940 26970 25940 24760 28 27400 27310 26920 25980 24940 23760 29 26...

Page 13: ...ination that is not specified here please contact WOLFFKRAN to get an approved alternative setup in writing NOTICE All tower combinations apply to free standing slewing tower cranes without climbing g...

Page 14: ...m 35 m Item 1 4 5 m HT 23 2 9 0 m HT 23 3 13 5 m HT 23 4 18 0 m HT 23 5 22 5 m HT 23 6 27 0 m HT 23 7 31 5 m HT 23 8 36 0 m HT 23 9 40 5 m HT 23 10 45 0 m HT 23 11 49 5 m HT 23 Foundation anchors FUA...

Page 15: ...3 3 13 5 m HT 23 4 18 0 m HT 23 5 22 5 m HT 23 6 27 0 m HT 23 7 31 5 m HT 23 8 36 0 m HT 23 9 40 5 m HT 23 10 45 0 m HT 23 11 56 3 m BT 23 Foundation anchors FUA 210 G Tower height m 56 3 Wind categor...

Page 16: ...T 23 5 22 5 m HT 23 6 27 0 m HT 23 7 31 5 m HT 23 8 36 0 m HT 23 9 37 2 m VR 23 25 29 10 41 7 m UV 29 11 46 2 m UV 29 12 50 7 m UV 29 13 55 2 m UV 29 14 65 2 m BT 29 Foundation anchors FUA BT 29 Tower...

Page 17: ...0 m HT 23 3 13 5 m HT 23 4 18 0 m HT 23 5 22 5 m HT 23 6 27 0 m HT 23 7 31 5 m HT 23 8 36 0 m HT 23 9 40 5 m HT 23 10 45 0 m HT 23 Foundation anchors FUA 160 G Tower height m 45 0 Wind category C25 17...

Page 18: ...0 m HT 23 3 13 5 m HT 23 4 18 0 m HT 23 5 22 5 m HT 23 6 27 0 m HT 23 7 31 5 m HT 23 8 36 0 m HT 23 9 40 5 m HT 23 10 51 8 m BT 23 Foundation anchors FUA 210 G Tower height m 51 8 Wind category C25 18...

Page 19: ...18 0 m HT 23 5 22 5 m HT 23 6 27 0 m HT 23 7 31 5 m HT 23 8 36 0 m HT 23 9 37 2 m VR 23 25 29 10 41 7 m UV 29 11 46 2 m UV 29 12 50 7 m UV 29 13 60 7 m BT 29 Foundation anchors FUA BT 29 Tower height...

Page 20: ...22 5 m HT 23 HT 23 6 27 0 m HT 23 HT 23 7 31 5 m HT 23 HT 23 8 36 0 m HT 23 HT 23 9 40 5 m HT 23 HT 23 10 45 0 m HT 23 HT 23 11 49 5 m HT 23 HT 23 Substructure KR 12 60 KR 12 60 80 KR 16 80 KR 16 80...

Page 21: ...1 5 m HT 23 8 36 0 m HT 23 9 37 2 m VR 23 25 29 10 41 7 m UV 29 11 46 2 m UV 29 12 50 7 m UV 29 13 55 2 m UV 29 14 65 2 m BT 29 Substructure KR 16 80 KR 16 80 100 Corner distance m x m 8 0 x 8 0 10 0...

Page 22: ...HT 23 HT 23 7 31 5 m HT 23 HT 23 8 36 0 m HT 23 HT 23 9 40 5 m HT 23 HT 23 10 45 0 m HT 23 HT 23 Substructure KR 12 60 KR 12 60 80 KR 16 80 KR 16 80 100 Corner distance m x m 6 0 x 6 0 8 0 x 8 0 8 0...

Page 23: ...1 5 m HT 23 8 36 0 m HT 23 9 37 2 m VR 23 25 29 10 41 7 m UV 29 11 46 2 m UV 29 12 50 7 m UV 29 13 55 2 m UV 29 14 65 2 m BT 29 Substructure KR 16 80 KR 16 80 100 Corner distance m x m 8 0 x 8 0 10 0...

Page 24: ...HT 23 HT 23 7 31 5 m HT 23 HT 23 8 36 0 m HT 23 HT 23 9 40 5 m HT 23 HT 23 10 45 0 m HT 23 HT 23 Substructure KR 12 60 KR 12 60 80 KR 16 80 KR 16 80 100 Corner distance m x m 6 0 x 6 0 8 0 x 8 0 8 0...

Page 25: ...T 23 7 31 5 m HT 23 8 36 0 m HT 23 9 37 2 m VR 23 25 29 10 41 7 m UV 29 11 46 2 m UV 29 12 50 7 m UV 29 13 60 7 m BT 29 Substructure KR 16 80 KR 16 80 100 Corner distance m x m 8 0 x 8 0 10 0 x 10 0 S...

Page 26: ...T 23 HT 23 7 31 5 m HT 23 HT 23 8 36 0 m HT 23 HT 23 9 40 5 m HT 23 HT 23 10 45 0 m HT 23 HT 23 Substructure KR 12 60 KR 12 60 80 KR 16 80 KR 16 80 100 Corner distance m x m 6 0 x 6 0 8 0 x 8 0 8 0 x...

Page 27: ...0 m HT 23 7 31 5 m HT 23 8 36 0 m HT 23 9 37 2 m VR 23 25 29 10 41 7 m UV 29 11 46 2 m UV 29 12 56 2 m BT 29 Substructure KR 16 80 KR 16 80 100 Corner distance m x m 8 0 x 8 0 10 0 x 10 0 Substructur...

Page 28: ...m HT 23 HT 23 7 31 5 m HT 23 HT 23 8 36 0 m HT 23 HT 23 9 40 5 m HT 23 HT 23 10 45 0 m HT 23 Substructure KR 12 60 KR 12 60 80 KR 16 80 KR 16 80 100 Corner distance m x m 6 0 x 6 0 8 0 x 8 0 8 0 x 8 0...

Page 29: ...0 m HT 23 7 31 5 m HT 23 8 36 0 m HT 23 9 37 2 m VR 23 25 29 10 41 7 m UV 29 11 46 2 m UV 29 12 56 2 m BT 29 Substructure KR 16 80 KR 16 80 100 Corner distance m x m 8 0 x 8 0 10 0 x 10 0 Substructur...

Page 30: ...23 HT 23 3 13 5 m HT 23 HT 23 4 18 0 m HT 23 HT 23 5 22 5 m HT 23 HT 23 6 27 0 m HT 23 HT 23 7 31 5 m HT 23 HT 23 8 36 0 m HT 23 HT 23 Substructure KRF6 12 60 80 KRF 16 80 100 Corner distance m x m 8...

Page 31: ...HT 23 6 27 0 m HT 23 7 31 5 m HT 23 8 32 7 m VR 23 25 29 9 37 2 m UV 29 10 41 7 m UV 29 11 46 2 m UV 29 12 56 2 m BT 29 Substructure KRF 16 80 100 Corner distance m x m 10 0 x 10 0 Substructure heigh...

Page 32: ...23 HT 23 5 22 5 m HT 23 HT 23 6 27 0 m HT 23 HT 23 7 31 5 m HT 23 HT 23 8 36 0 m HT 23 HT 23 Substructure KRF6 12 60 80 KRF 16 80 100 Corner distance m x m 8 0 x 8 0 10 0 x 10 0 Substructure height m...

Page 33: ...HT 23 6 27 0 m HT 23 7 28 2 m VR 23 25 29 8 32 7 m UV 29 9 37 2 m UV 29 10 41 7 m UV 29 11 46 2 m UV 29 12 56 2 m BT 29 Substructure KRF 16 80 100 Corner distance m x m 10 0 x 10 0 Substructure heigh...

Page 34: ...23 HT 23 5 22 5 m HT 23 HT 23 6 27 0 m HT 23 HT 23 7 31 5 m HT 23 HT 23 8 36 0 m HT 23 HT 23 Substructure KRF6 12 60 80 KRF 16 80 100 Corner distance m x m 8 0 x 8 0 10 0 x 10 0 Substructure height m...

Page 35: ...5 22 5 m HT 23 6 27 0 m HT 23 7 28 2 m VR 23 25 29 8 32 7 m UV 29 9 37 2 m UV 29 10 41 7 m UV 29 11 51 7 m BT 29 Substructure KRF 16 80 100 Corner distance m x m 10 0 x 10 0 Substructure height m 3 3...

Page 36: ...3 HT 23 5 22 5 m HT 23 HT 23 6 27 0 m HT 23 HT 23 7 31 5 m HT 23 HT 23 8 36 0 m HT 23 HT 23 Substructure KRF6 12 60 80 KRF 16 80 100 Corner distance m x m 8 0 x 8 0 10 0 x 10 0 Substructure height m 2...

Page 37: ...22 5 m HT 23 6 27 0 m HT 23 7 28 2 m VR 23 25 29 8 32 7 m UV 29 9 37 2 m UV 29 10 41 7 m UV 29 11 51 7 m BT 29 Substructure KRF 16 80 100 Corner distance m x m 10 0 x 10 0 Substructure height m 3 3 To...

Page 38: ...3 HT 23 5 22 5 m HT 23 HT 23 6 27 0 m HT 23 HT 23 7 31 5 m HT 23 HT 23 8 36 0 m HT 23 HT 23 Substructure KRF6 12 60 80 KRF 16 80 100 Corner distance m x m 8 0 x 8 0 10 0 x 10 0 Substructure height m 2...

Page 39: ...22 5 m HT 23 6 27 0 m HT 23 7 28 2 m VR 23 25 29 8 32 7 m UV 29 9 37 2 m UV 29 10 41 7 m UV 29 11 51 7 m BT 29 Substructure KRF 16 80 100 Corner distance m x m 10 0 x 10 0 Substructure height m 3 3 To...

Page 40: ...is true a b A B 1 D C a b 2 Cross frame or cross frame element A B 1 D C 2 a b Undercarriage NOTICE For undercarriage details please refer to the relevant operating manual Wind load with crane out of...

Page 41: ...5520 1397 89 1880 653 16 18 0 7370 1454 40 5980 1437 96 1960 692 17 22 5 7620 1494 42 6480 1476 103 2050 731 18 27 0 7900 1533 44 7030 1515 110 2140 771 20 31 5 8210 1572 46 7640 1555 117 2250 810 21...

Page 42: ...13 5 7890 1573 37 7360 1498 122 7330 893 17 18 0 8120 1613 39 7980 1537 129 7430 933 18 22 5 8380 1652 41 8650 1577 136 7560 972 19 27 0 8680 1692 43 9390 1616 143 7700 1012 21 31 5 9010 1731 46 1019...

Page 43: ...ed to the 8 th rope layer on drum Max tower height m with jib length of 70 m 905 Drive unit type Operating speed Carrying load Hook travel distance max m Power kW Total connected wattage kVA Hw40132FU...

Page 44: ...0 63 70 referred to the 8 th rope layer on drum Max tower height m with jib length of 70 m 245 Drive unit type Operating speeds Power kW Total connected wattage kVA EW 12110FU Jib luffing in out 110 2...

Page 45: ...shaded area for the out of service position NOTICE Out of service position with smaller operating radius At your request shutdown with smaller operating radius can be implemented in cases of reduced...

Page 46: ...0 m and 35 m 70 m Jib 65 m Jib 60 m Jib 50 m Jib 45 m Jib 40 m Jib 35 m Jib 30 m Jib 55 m Jib radius m positions for out of service hook height over tower m 25 30 35 40 45 50 55 60 65 70 80 70 65 60 5...

Page 47: ...wing gear motor dis mantled L B H 2 32 2 57 2 97 13300 17 71 Tower top lower part adapter L B H 2 32 2 80 2 52 2600 14 73 1 Driver s cab suspension L B H 2 72 2 00 0 57 400 3 10 1 Driver s cab L B H 2...

Page 48: ...B H 10 75 1 98 2 23 3500 47 47 1 Platforms L B H 3 1 0 5 1 5 500 2 33 Hook block 1 fall opera tion L B H 1 08 0 34 1 99 600 0 73 Hook block 2 fall operation 1 20 0 40 1 99 1000 0 96 Hook block 3 fall...

Page 49: ...Counterweight blocks NOTICE The described diagrams of the concrete counterweights and central ballast blocks only show sketches Have them issue the reinforcement charts by experts 49 8 Assembly weight...

Page 50: ...00 100 30 70 60 298 60 298 60 298 60 70 135 2350 237 5 800 237 5 627 5 627 5 80 20 1275 Data counterweight block 4 5 t Item Data Material Concrete min C 20 25 Max permitted weight tolerance 3 Order nu...

Page 51: ...300 0 1650 0 1950 0 2500 0 15 200 0 3 40 0 R 60 0 41 0 Data counterweight block 5 97 t Item Data Material Material quality S235JR max carbon content 0 25 Max permitted weight tolerance 3 Order number...

Page 52: ...2 1 Data counterweight block 8 0 t Item Data Material Concrete min C 20 25 Max permitted weight tolerance 3 Order number 30043944 1 Component identifier 2 Structural steel reinforcement 52 8 Assembly...

Page 53: ...parts brace supports assembly brace ropes assembly rope guides hook block Jib length m Weight kg WOLFF 700 B 70 0 23300 65 0 21700 60 0 20800 55 0 19200 50 0 18400 45 0 16700 40 0 15600 35 0 14000 30...

Page 54: ...Driver s cab with driver s cab suspension 1340 Driver s cab suspension 400 Driver s cab 940 Tower head section lower part 20360 Lower part of tower head sec tion 2590 Slewing frame ball race bearing 1...

Page 55: ...12 60 80 790 AZ 120 E15 5 KR 12 60 80 730 AZ 140 E17 KR 12 60 80 875 AZ 160 M KR 12 60 80 905 AZ 140 E 10 KR 12 60 80 790 AZ 156 M KR 12 60 80 845 Cross frame KR 16 80 without accessories 21450 8 0 m...

Page 56: ...8270 Platforms and ladders 255 Control cabinet 130 small items 940 Set of bolted spigots AZR 140 M KR 12 60 80 790 Set of bolted spigots AZ 120 E 15 5 KR 12 60 80 730 Set of bolted spigots AZ 140 E 15...

Page 57: ...9 11 12 3 4 6 5 8 7 10 Exemplary illustration A Height of the WOLFF slewing tower crane B Clearance 29 m X Hook height above ground required for the mobile crane 1 Substructure 7 Jib 2 Tower element...

Page 58: ...see also Tower combinations 13 58 8 Assembly weights TI_2017 3 WOLFF 700 B...

Page 59: ...diagram NOTICE For jib assembly use a 4 fall attachment 4 m with shackle Length of jib elements Item Length m Jib element 1 11 60 Jib element 2 5 6 10 35 Jib element 3 4 5 18 Jib element 7 9 97 59 9 A...

Page 60: ...4 H 4 S S S S S S S S S Jib length m Data 70 65 60 a m 1 35 6 14 1 50 b m 5 17 0 38 0 20 c m 36 20 34 00 31 70 Weight kg 23300 21700 20800 Caption H 1 H 2 Support block for jib brace S Boom protectors...

Page 61: ...4 H 4 S S S S S S S S S Jib length m Data 55 50 45 a m 0 20 1 50 1 30 b m 3 87 1 50 2 57 c m 29 00 27 10 24 50 Weight kg 19200 18400 16700 Caption H 1 H 2 Support block for jib brace S Boom protector...

Page 62: ...S S S S S S S Jib length m Data 40 35 30 a m 1 55 2 68 3 83 b m 1 50 1 35 2 69 c m 21 90 19 30 16 80 Weight kg 15600 14000 12200 Caption H 1 H 2 Support block for jib brace S Boom protectors at the bo...

Page 63: ...tal length Jib 70 m 0 75 1 60 5 15 5 15 10 30 10 30 10 30 2 48 46 03 2 2 Jib 65 m 0 75 1 60 5 15 10 30 10 30 10 30 2 48 40 88 1 9 Jib 60 m 0 75 1 60 5 15 5 15 10 30 10 30 2 48 35 73 1 7 Jib 55 m 0 75...

Page 64: ...100 10024804 4 1 80 70x200 30048828 Locking pin 10x100 10024804 Jib 50 m 1 1 80 70x200 30048828 Locking pin 10x100 10024804 2 1 80 70x200 30048828 Locking pin 10x100 10024804 3 2 80 70x200 30048828 Lo...

Page 65: ...ories Article no 3 Standard posts 42 4 x 1090 30000167 8 Standard railings NG 500 30018793 6 Standard railing NG 750 30018794 2 Standard railing NG 1000 30018795 4 Standard railing NG 1500 30018796 1...

Page 66: ...p NG 1500 S NG 1500 NG 1500 NG 500 NG 500 NP NG 750 NG 750 NG 1500 NG 500 NG 500 Arrangement of standard railings counterjib NG 500 NG 1500 NG 1000 Arrangement of standard railings driver s cab 66 9 A...

Page 67: ...NG 750 NG 750 NG 750 NG 500 NG 500 Arrangement of standard railings tower head section NG 500 NG 750 Arrangement of standard railings connecting block 67 9 Assembly diagrams TI_2017 3 WOLFF 700 B...

Page 68: ...2 x NP NG 1000 NG 2000 NG 2000 Arrangement of standard railings slewing frame 68 9 Assembly diagrams TI_2017 3 WOLFF 700 B...

Page 69: ...Support block H 1 for jib brace 1 Support block 3 Bracket 2 Nut and washer 100 mm 2 1 3 4 Support block H 2 for jib brace 1 Support block 3 Bracket 2 Nut and washer 4 Bolts with handle and chain 69 9...

Page 70: ...ck H 3 for pulley block 1 Support block 3 Bracket 2 Nut and washer 1 2 3 9 8 10 250 mm Support block H4 for brace rod 1 1 Support block for brace rod 1 3 Bracket 2 Nut and circlip 70 9 Assembly diagra...

Page 71: ...ue Exact balancing can be achieved by changing the operating radius with the tower elements or loads specified in the table NOTICE Details for climbing balancing The climbing balancing details obtain...

Page 72: ...the climbing device after the climbing procedure is finished or lower the climbing device down on the ground or lower the climbing device down to the uppermost tower brace NOTICE Tower element on the...

Page 73: ...imbing radius m for the balancing weights Jib length m 700 B 70 65 60 55 50 45 40 35 30 no weight 35 6 37 8 38 8 41 3 42 1 HT 23 3 94 t 32 1 33 0 Weight 5 0 t 30 6 32 0 Weight 10 0 t 23 2 24 2 73 10 S...

Page 74: ...available in the separate description of the inner climbing device DANGER Observe the special tower combination for the inner climbing device NOTICE Clamping forces for the inner climbing device KSH...

Page 75: ...23 HT 23 HT 23 HT 23 5 HT 23 HT 23 HT 23 HT 23 6 HT 23 HT 23 HT 23 7 HT 23 HT 23 8 HT 23 inner climbing device KSH E 23 KSH E 23 KSH E 23 KSH E 23 Foundation FUA 210 G FUA 210 G FUA 210 G FUA 210 G To...

Page 76: ...8 HT 23 3 94 t 42 9 44 7 46 3 Weight 5 0 t 40 2 41 8 42 3 Weight 10 0 t Weight 15 0 t Climbing radius m for the balancing weights Jib length m 700 B 45 40 35 30 no weight HT 23 3 94 t Weight 5 0 t We...

Page 77: ...u Ho T T T V T H 2 s D 445 mm Cmin 12 0 m Cmax 15 5 m Ho H Hu Ho H T 2 7 m 5 mm b 2 29 m H 2 b 2 29 m KSH E 23 A Tower height C Distance between corner guides B A C D 77 10 Suitable climbing devices T...

Page 78: ...b D Cmin 12 0 m Cmax 15 5 m Ho H Hu Ho H T b 2 29 m H 4 H 4 H 4 H 4 T T T T b 2 29 m b 2 29 m H 2 H 2 T T T T b 2 29 m Case 1 Case 2 KSH 23 A Tower height C Distance between climbing frames B A C D 78...

Page 79: ...0 670 850 760 680 610 580 740 660 590 530 500 640 570 500 450 430 T kN Jib length 65 m 70 m In service clamping forces In service clamping forces kN inside a building A m 48 0 43 5 39 0 34 5 C m 12 0...

Page 80: ...5 40 35 30 Total weight 56 32 t 5 97 to St 8 0 to Bt 4 5 to Bt 5 97 to St 4 5 to Bt 8 to B t 6 x 5 97 tons suspended steel weight 2 x 8 0 tons suspended concrete weight 1 x 4 5 tons lying concrete wei...

Page 81: ......

Page 82: ...41 766 85 99 info wolffkran com Manufacturing WOLFFKRAN GmbH Austra e 72 D 74076 Heilbronn Germany Phone 49 7131 9815 0 Fax 49 7131 9815 355 info wolffkran de WOLFFKRAN Werk Brandenburg GmbH Frederik...

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