Grúa Torre Terex SKS575

8/9/2019 Grúa Torre Terex SKS575

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PEINER PEINERT O W E R C R A N E ST O W E R C R A N E S

SK 575FEM 1001/3

US-Version

Serial no.: 0

Year of construction: 2000

Operating manual

TEREXTEREX PEINER GmbHPEINER GmbH

Gottbillstraße 1 - 7 • D - 54294 Trier • ( 0651 / 81008 - 0 • FAX: 0651 / 87640 • http://www.peiner.com


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PEINER Operating manual

00.00 1/7 Table of contents

T O W E R C R A N E S

SK 575 •! 001 !• 1.5 / 02 19.02.

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00.00

Chapter Edition Page

Safety rules for Crane Operators 1

00.02 Indroduction 1.1 / 00 1

00.03 Preface 2.1 / 97 1 – 11

Type Sheet 1 / 2000 1 – 5

01 Crane conf igurations

01.00 Identification plate 1.1 / 00 1

01.01 Tower crane – overview and nomenclature 1.1 / 00 101.02 Lifting capacities 2.2 / 02 1 - 4

01.05 Version A – Hook heights (not climbable) 1.1 / 00 1

01.06 Version A – Forces and moments (on foundation / n. climb.) 1.2 / 00 1 – 2

01.07 Version A – Hook heights (climbable) 1.1 / 00 1

01.08 Verison A – Forces and moments (on foundation / climb.) 1.2 / 00 1 – 2

01.11 Version E – Hook heights (not climbable) 1.1 / 00 1

01.12 Version E – Corner loads and horizontal forces (n. climb.) 1.1 / 00 1 – 2

01.13 Version E - Hook heights (climbable) 1.1 / 00 1

01.14 Version E - Corner loads and horizontal forces (climb.) 1.1 / 00 1 – 2

01.15 Version F – Hook heights (not climbable) 1.1 / 00 1

01.16 Version F – Corner loads and horizontal forces (n. climb.) 1.1 / 00 1 – 2

01.17 Version F - Hook heights (climbable) 1.1 / 00 1

01.18 Version F - Corner loads and horizontal forces (climb.) 1.1 / 00 1 – 2

02 Transport

02.01 Crane transport 1.2 / 00 102.02 Packing list 1.1 / 00 1


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03 Site preparation

03.01 Construction site and assembly preparation 4.1 / 00 1 – 2

03.04 Distance from buildings 5.1 / 98 1

03.22 Safety distances between cranes 2.1 / 98 1

03.25 Version A – foundation anchorage 5.1 / 00 1 – 4

03.26 Version E – preparing the crane track 2.1 / 98 1 – 3

03.27 Version E – rails on concrete strip foundation 2.1 / 98 1 – 2

03.28 Version E – rails on sleepers 2.1 / 98 1 – 2

03.29 Version E – rails on I-beams 2.1 / 98 1

03.30 Version E – SRS crane track system 2.1 / 98 1

03.31 Version E – rails 4.1 / 98 1 – 2

03.32 Version E – track-laying in curves 3.1 / 98 1

03.33 Version E – crane track tolerances 3.2 / 98 1 – 2

03.34 Version E – end-of-track safeguards 4.2 / 98 1

03.35 Version E – contact rail for emergency end stop switch 2.1 / 98 1 – 2

03.36 Version E – earthing of crane tracks 2.1 / 98 1 – 2

03.38 The assembly crane 1.1 / 00 1

03.39 Danger zone near electrical transmissions lines 1.1 / 00 1

03.40 Electrical connections 1.1 / 00 1 - 2

03.41 Drive specifications 1.1 / 00 1

04 Crane erection

04.01 Important instructions concerning crane erection 2.1 / 00 1

04.02 Usual hand signals 1.1 / 00 1 – 2

04.03 Tools and accessories 2.1 / 98 1

04:04 Bolt and nut conversion table 1.1 / 00 1

04.09 Threaded connections 4.1 / 98 1 – 10

04.13 Version A – mounting the crane substructure 4.2 / 97 1


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04 Crane erection

04.15 Version E – mounting the crane substructure 4.1 / 98 1 – 5

04.16 Attachment points and weights – undercarriage 1.1 / 00 1

04.18 Version F – mounting the crane substructure 4.1 / 98 1 – 5

04.20 Mounting the tower sections 6.1 / 00 1 – 2

04.21 Attachments points and weights – tower sections 5.1 / 98 1

04.22 Notes on tower connecting elements 4.1 / 99 1 – 6

04.23 Mounting the turntable 1.1 / 00 1 – 4

04.26 Mounting the counterjib 1.1 / 00 1 – 4

04.28 Place erection counterweight in position 1.1 / 00 1

04.36 Notes on jib assembly 1.1 / 00 1

04.39 Pre-assembly of the rear part of the jib 1.1 / 00 1 – 9

04.45 Notes on pre-assembly of the front part of the jib 1.1 / 00 1

04.51 Pre-assembly of the front part of the jib – L1 1.1 / 00 1 – 13

04.52 Pre-assembly of the front part of the jib – L2 – L9 1.1 / 00 1 – 5

04.53 Configuration of jib suspension 1.1 / 00 1

04.60 Attachment points and weights – jib 1.3 / 09 1 - 10

04.72 Mounting the complete jib 1.1 / 00 1 – 11

04.73 Rope dimensions 1.1 / 00 1 – 2

04.74 Trolley travel rope reeving 1.1 / 00 1

04.76 Hoist rope reeving 1.1 / 00 1 – 2

04.78 Winding up the hoist rope 5.2 / 98 1 – 3

04.81 Completing the counterweight 1.1 / 00 1 – 2

04.99 Adjusting the crane configuration 1.2 / 98 1


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05 Safety equipment

05.01 Position of safety devices 1.1 / 00 1

05.03 Fail-safe circuits for control levers 4.2 / 99 1

05.05 Acoustic warning signals 5.1 / 99 1

05.06 Hoist limit switch 5.1 / 99 1 - 2

05.07 Trolley travel rope breakage safeguard 3.1 / 99 1

05.08 Trolley limit switch 4.1 / 02 1 – 3

05.09 Load torque limiter 3.2 / 00 1 - 2

05.11 Load hook 4.1 / 97 1

05.12 Rope retainers 2.2 / 97 1

05.13 Version E – bogie stabilizier 2.2 / 97 1

05.14 Version E – emergency end stop switch 3.2 / 99 1

05.15 Version E – rails clamps 3.1 / 99 1

05.17 Max. load safety device (Load measureing Pin) 2.2 / 00 1 - 4

05.19 Mechanical wind release 2.1 / 98 105.20 Electrical wind release 3.2 / 99 1 – 2

06 Control and crane operation

06.01 Safety equipment – general information 2.3 / 00 1 – 15

06.02 Pre-operational checks 3.1 / 00 1

06.03 Starting up 6.1 / 00 1

06.04 Taking out of service 3.3 / 98 1

06.05 Taking out of service in case of storm 3.2 / 97 106.06 General operating and safety instructions 3.1 / 00 1

06.07 Control stand 8.3 / 00 1

06.08 Safety rules for crane operators 1.1 / 00 1


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06 Control and crane operation

06.09 Seat of cab 1.1 / 00 1

06.13 Hoist winch control 28 / 37 / 66 / 76 / 102 WB 6.2 / 00 1

06.14 Hoist winch – gear shift 28 / 37 / 66 / 76 / 102 WB 6.1 / 00 1

06.15 Travelling mechanism control 6.2 / 97 1

06.21 Trolley travelling mechanism with frequency control 3.2 / 99 1

06.28 Adjustement of the top pulley locking device 2.2 / 99 1

06.30 Nameplates 3.2 / 99 1

06.31 Accident prevention signs 1.1 / 00 1 – 2

06.70 PLC-system – safety ruels for users 1.1 / 00 1 - 3

06.72 PLC-system – display unit 3.2 / 00 1

06.74 PLC-system – displays in the cab 2.2 / 00 1 – 4

06.79 PLC-system – error messages (of the display in the cab) 3.2 / 99 1

06.80 PLC-system – I/O module analog 1.1 / 00 1 – 4

06.81 PLC–system – I/O modules – binary 1.1 / 00 1 – 5

06.82 PLC-system – CPU – module 1.1 / 00 1 - 3

07 Lubrication and maintenance

07.01 General notes to maintenance 3.1 / 00 1 - 2

07.02 Oil-change intervalls 2.1 / 98 1

07.03 Lubricant recommendation 1.1 / 99 1 – 2

07.04 Lubrication schedule 2.2 / 99 1

07.05 Maintenance of bearings 1.1 / 00 1 - 2

07.06 Maintenance schedule 3.2 / 97 1

07.07 Motor maintenance 3.2 / 99 1

07.08 Eddy current brake 2.1 / 99 1

07.09 Slewing ring – maintenance, lubrication and storage 3.2 / 99 1 – 3


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07 Lubrication and maintenance

07.10 Steel structure 3.2 / 99 1

07.11 Monitoring of forged load hooks 2.2 / 99 1

07.12 FN slewing gear 1.1 / 00 1 – 8

07.13 Brake for FN slewing gear – size M60 1.1 / 00 1 – 4

07.14 Hoist winch 37 / 66 / 76 / 102 WB 3.1 / 00 1

07.17 Hoist winch gearing (Range transmission) 3.1 / 00 1

07.21 Shoe brake SB – technical instructions 1.1 / 00 1

07.22 Shoe brake SB – mounting/operating instructions 1.1 / 00 1 – 8

07.23 Sheave checking 1.1 / 00 1

07.24 Notes on handling wire ropes 1.1 / 98 1 – 7

07.26 Electrical equipment 2.2 / 98 1

07.30 Slipring body 2.2 / 98 1

07.31 Version E – Travelling mechanism gear 2.2 / 99 1

07.32 Version E – Travelling mechanism brakes 2.2 / 99 1 – 3

07.33 Version E – Cable drum motor 2.2 / 99 1 – 3

08 Crane dismantling

08.64 Dismantling of the tower sections 1.2 / 99 1

08.68 Version A – dismantling of the crane substructure 2.2 / 99 1

08.72 Version E – dismantling of the crane substructue 2.2 / 99 1 – 2

08.76 Version F – dismantling of the crane substructure 2.2 / 99 1


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09 Accessories

09.01 Version D – building anchorage 1.2 / 00 1 – 6

09.85 Weights of upper crane for climbing process 3.1 / 00 1

09.90 Tower section TSK (for crane climbing with SE) 1.2 / 00 1

09.91 Assembling the external climbing unit (SE 211 / 212 / 213) 1.2 / 97 1 – 5

09.94 Hydraulik system (of external climbing unit SE) 1.1 / 97 1 – 4

09.95 Climbing process (with external climbing unit SE) 1.1 / 97 1 – 9

09.97 Climbing down process (external climbing unit SE) 1.1 / 97 1 – 6

40 Appendix

40.10 Counterweight block BG 1.45 t ( 3 200 lbs) 1.1 / 00 1 – 2

40.11 Counterweight block BG 3.1 t ( 6 800 lbs) 1.1 / 00 1 – 3

40.17 Foundation block BF 6.6 t ( 14 550 lbs) 1.1 / 00 1 – 2

40.18 Base ballast BZ 6.6 t (14 550 lbs) 1.1 / 00 1 – 2

Load monitoring unit (instruction manual)

Circuit diagram

Machine card

Rope certificates

50 Current provisions and nat ional regulat ions

50.01 Extract of rules for accident prevention – tower cranes 2.1 / 98 1 – 6


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00.01 1/1 Safety rules for Crane Operators


SK / SN •è è• 1.1 / 00 14.03.

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No one but an authorized person shall enter the crane cab.

The operator shall recognize signals only fromthe person supervising the lift, or an authorizedsignal man.

If a warning signal is furnished, it shall besounded each time before traveling and whenload approaches near or over workmen.

The proper party shall be notified of the needfor adustment and repairs as soon as if becomes known.

Chains and ropes used for handling the loadmust be straight and free from twists andkinks. Knots shall not be used to shorten chainor rope.

The operator shall make sure, either bypersonal observaton or from signals, that theload is well secured and balanced before it is

lifted kore than a few inches off the ground.Sudden starts and stops should be avoided.

When handling heavy loads, stability andstrength shall be checked by hoisting the loada few inches and holding it off the ground withthe brake.

Swing speed shall be controlled so that theload does not svving out beyond the radius of which it con be handled safely.

Do not drag load sideways by swinging.

Do not travel with load swinging back and forthas it may cause crane to tip. Use tagline tokeep swinging out of load.

Do not leave crane or shovel with bucket or load suspended in air.

Do not lift bucket or load after machine hasbeen standing during rainy weather withoutriding the brakes to evaporate moisture beforehandling load.

Do not engage master clutch until you are surethat everything is in the clear and in neutral.

Do not travel over rough ground with a highboom.

Do not back up with boom high without firstmaking sure that ground is level and free of obstructions.


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00.02 1/1 Indroduction


SK / SN / SMK - US 1.1 / 00 14.03.

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Owners, Users and Operators

Terex Peiner Cranes appreciates your choiseof our machine for your application. our number one priority is user safety which is bestachieved by our joint efforts. We feel that youmake a major contribution to safety if you asthe equipment users and operators:

• Comply with OSHA, Federal, State andLocal regulations.

• Read, understand and follow theinstructions in this and other manualssupplied with this machine.

• Use good, safe work practices incommon sense way.

• Only have trained operators – directedby informed and knowledgeablesupervision – running the machine.

Note:

OSHA prohibits the alteration or modification of thes crane without written manufcaturersapproval. Use only factory approved parts toservice or repair this crane.

If there is anything in this manual that is notclear or which you believe should be added,please send your comments to

TEREX PEINER GmbH, Gottbillstraße 1-7,54294 Trier – Germany or contact us bytelephone 0049-651-81008-0.

Thank You!


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00.03 1/11 Preface


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This operating manual is designed to familiarize the user with the tower crane and its designated use.

The operating manual contains important information on how to operate the tower crane safely,properly and most efficiently. Observing the instructions of the operating manual helps to avoiddanger, to reduce repair costs and downtimes and to increase the reliability and life of the tower crane.

The operating manual is to be supplemented by the respective national rules and regulations for accident prevention and environmental protection.

The operating manual must always be available wherever the tower crane is in use.

This operating manual must be read and applied by any person in charge of carrying out work withand on the tower crane, such as

• erection and dismantling including setting the safety equipment• operation• maintenance (servicing, inspection, repair)

In addition to the operating manual to the mandatory rules and regulations for accident prevention andenvironmental protection in the country and place of use of the tower crane, the generally recognizedtechnical rules for safe and proper working must also be observed.

Fundamental safety instructions

Warnings and symbols

The following signs and designations are used in the manual to designate instructions of particular importance.

Danger refers to orders and prohibitions designed to prevent injury or extensive damage.

! Attention refers to special information and/or orders + prohibitions directed towards preventingdamage.

Note: refers to special information on how to use the tower crane.

èè Chapter (...) refers to further information given in the chapter which is named just behind (...).


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Basic operation and designated use

Check / revision note *

***

***

Organizational measures

*****

**

**

* Product-relevant / Repetition essential as special safety warning/concrete safety warning ** Information for the user enterprise and its personnel authorized to give instructions *** Instructions for the operating personnel

• The tower crane has been built in accordance with state-of-the-artstandards and the recognized safety rules. Nevertheless, its use mayconstitute a risk to life and limb of the user or of third parties, or causedamage to the machine and to other material property.

• The tower crane must only be used in technically perfect condition inaccordance with its designated use and the instructions set out in theoperating manual, and only by safety-conscious persons who are fullyaware of the risks involved in operation. Any functional disorders,especially those affecting safety, should therefore be rectifiedimmediately.

• The tower crane is designed exclusively for the lifting and loweringand the horizontal transport of loads freely suspended from the loadhook. The load may be picked up only from a firm base.

Operating the machine within the limits of its designated use alsoinvolves observing the instructions set out in the operating manualand complying with the inspection and maintenance directives.

• The operating manual must always be at hand at the place of use of the tower crane (in the tool compartment or tool-box provided for thatpurpose).

• In addition to the operating manual, observe and instruct the user inall other generally applicable legal and other mandatory regulationsrelevant to accident prevention and environment protection.

These compulsory regulations may also deal with the handling of hazardous substances, issuing and/or wearing of personal protectiveequipment, or traffic regulations.

• The operating manual must be supplemented by instructionscovering the duties involved in supervising and notifying specialorganizational features, such as job organization, working sequencesor the personnel entrusted with the work.


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Organizational measures(continuation)


*****

**

***

***

*****

**

**

**


• Personnel entrusted with work on the tower crane must have read theoperating manual and in particular the chapter on safety beforebeginning work. Reading this manual after work has begun is too late.This applies especially to persons working only occasionally on themachine.

• Check constantly that the personnel is carrying out the work incompliance with the operating manual and paying attention to risksand safety factors.

• Observe all safety instructions and warnings attached to the tower crane.

• In the event of safety-relevant modifications to the tower crane or changes in its behaviour during operation, stop the tower craneimmediately and report the malfunction to the competentauthority/person.

• Never make any modifications, additions or conversions which mightaffect safety without the approval of the supplier/manufacturer. This

also applies to the installation and adjustment of safety devices aswell as to welding work on lead-bearing elements.

• Spare parts must comply with the technical requirements specifiedby the supplier/manufacturer. Spare parts from original equipmentmanufacturers can be relied upon to do so. The user must comparethe data in the spare parts catalogue prior to installation of a sparepart.

• Replace hydraulic hoses and pneumatic lines within stipulated andappropriate intervals even if no safety-relevant defects have beendetected.

• Prescribed intervals for routine checks and inspections must beadhered to (cf. operating manual).

• For the execuition of maintenance work, tools and workshopequipment adapted to the task on hand are absolutely indispensable.


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Selection and qualification of personnel - basic responsibilities


**

**

**

**

*****

*****

* Product-relevant /Repetition essential as special safety warning/concrete safety warning ** Information for the user enterprise and its personnel authorized to give instructions *** Instructions for the operating personnel

• Any work on/with the tower crane must be executed by reliablepersonnel only.Statutory minimum age limits must be observed.

• Employ only trained or instructed staff and set out clearly theindividual responsibilities of the personnel for operation, transport,assembly, inspection, maintenance, repair and dismantling.

• Make sure that only authorized personnel works on the tower crane.

• Define the crane operator’s responsibilities - also with regard toobserving traffic regulations - giving the operator the authority torefuse instructions by third parties that are contrary to safety.

• Do not allow persons to be trained or instructed or persons takingpart in a general training course to work on or with the tower cranewithout being permanently supervised by an experienced person.

• Work on the electrical system and equipment of the tower cranemust be carried out only by a skilled electrician or by instructed

persons under the supervision and guidance of a skilled electricianand in accordance with electrical engineering rules and regulations.

• Work on mechanical components, such as gearboxes, chassis,braking and steering systems, may be carried out by specially trainedpersonal only.

• Work on hydraulic systems must be carried out only by personnelwith special knowledge and experience of hydraulic or pneumaticequipment.


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Safety instructions governing specific operational phases


Operation

*****

*****

**

***

***


• Observe the regulations applicable to the respective location.

• Prior to starting work, get to know the on-site working environmentincludes, for example, obstructions in the working and driving range,the load capacity of the soil and any barriers needed to separate thesite from the area accessible to the general public.

• Take the necessary precautions to ensure that the tower crane isused only when in a safe and reliable state.

• Before starting up or setting the tower crane in motion, make surethat nobody is at risk.

• Operate the tower crane only if all protective and safety-orienteddevices, emergency shut-off equipment are in place and fullyfunctional.

• Never operate the crane in any way that might be prejudicial to safety.

• During start-up and shut-down procedures always watch theindicators in accordance with the operating manual.

• The crane operator must always have a good view of the workingrange and the load. In poor visibility of darkness, adequate lightingmust be provided on the site.

• Never work in any way that might prejudice the stability of the tower crane. The crane steering system must not be switched off when aload is suspended from the hook.

• The fastening of loads and the instructing of crane operators shouldbe entrusted to experienced persons only. The marshaller giving theinstructions must be within sight or sound of the operator.#

• Check the tower crane at least once per working shift for obviousdamage and defects. Report any changes (incl. changes in workingbehaviour) to the competent organization/person immediately andlock it.


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Safety instructions governing specific operational phases(continuation)


Operation

***


• In the event of malfunctions, stop the tower crane immediately andlock it. Have any defects rectified immediately.

• Always keep tools and loose objects in a safe place.

• Keep all handles, steps, handrails, platforms, landings and laddersfree from dirt, snow and ice.

• Crane operation must be stopped whenever wind forces areprejudicial to safety. The maximum wind velocity at which the tower crane may be operated is 20 m/s (66 ft/s) or 72 km/h (45 mph),corresponding to wind force 8. It should be borne in mind that gusts of wind may reach as much as20 m/s (66 ft/s) even with a moderate wind velocity of 12 to 13 m/s(39 to 43 ft/s), corresponding to wind force 6).

• When leaving the tower crane, always secure it against inadvertent

and unauthorized use and ensure that it is left in the state specified inthe operating manual.

• Any other or farther-reaching use, such as:

- pulling away loads that are not standing free,- horizontal movement of loads that are not freely suspended,- increasing the load after it has already been lifted from the firmground,- swinging or vibrating the load,- any loading beyond the authorized load rating,- oblique pulling,

- carrying persons on the load or on the load-holding deviceis not a designated use and is accordingly prohibited.


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Transporting the tower

crane

Maintenance of the

tower crane

***

**

***


• Prior to transport, check that the transport devices (self-erecting crane), suchas axles, brakes, steering, signal and lighting systems, are in working order.

• Prior to transporting the tower crane always check that the accessories aresafely stowed away and that all loose parts are fixed.

• When driving on any public highways, tracks or places, observe the validregulations and ensure in advance that the tower crane complies withregulations authorizing the use of vehicles for road traffic.

• When driving through underpasses, bridges or tunnels or below overheadpower lines, always ensure that there is adequate clearance (headroom).

• Never drive with the suspension mechanism transversely positioned. Always keep well clear of building pits and slopes.

• Special work in conjunction with utilizationof the slewing tower crane andmaintenance and repairs during operation; disposal of parts andconsumables.

• Observe the adjusting, maintenance and inspection activities and intervals setout in the operating manual, including information on the replacement of partsand equipment. These activities may be executed by skilled personnel only.

• Brief operating personnel before beginning special operations and

maintenance work, and appoint a person to supervise the activities.

• In any work concerning the operation, conversion or adjustment of the tower crane and its safety-oriented devices or any work related to inspection,maintenance and repair, always observe the start-up and shut-downprocedures set out in the operating manual and the information onmaintenance work.


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Maintenance of the tower crane (continuation)

*****

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• Ensure that the maintenance area is adequately secured.

• If the tower crane is completely shut down for maintenance and repair work, it must be secured against inadvertent starting by:

- locking the principal control elements and removing the ignitionkey and/or - attaching a warning sign to the main switch.

• For carrying out overhead assembly and maintenance work alwaysuse specially designed or otherwise safety-oriented ladders andworking platforms. Never use machine parts as a climbing aid.

• If safety devices have to be dismantled in assembly, maintenance or repair work, they must be reinstalled and checked immediately onconclusion of the work.

• To avoid the risk of accidents, individual parts and large assembliesbeing moved for replacement purposes should be carefully attachedto lifting tackle and secured. Use only suitable and technically perfectlifting gear and suspension systems with adequate lifting capacity.

• Never work or stand under suspended loads.

• Always tighten any screwed connections that have been loosenedduring maintenance and repair.

• Before cleaning the tower crane with water, steam-jet (high-pressure

cleaning) or detergents, cover or tape up all openings which - for safety and functional reasons - must be protected against water,steam or detergent penetration. Special care must be taken withelectric motors and switchgear cabinets, limit switches, ball bearingsand slewing ring.

• After cleaning, remove all covers and tapes applied for that purpose.


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Maintenance of the tower crane (continuation)

*****

Electric energy

*****

**

***


• Rectify any defects immediately. Check that all safety devices are inworking order. Check that hydraulic and pneumatic lines are notleaking.

• After cleaning, examine all electrical, hydraulic and pneumatic lines

for chafe marks and damage.

• Ensure that all consumables and replaced parts are disposed of safely and with minimum environmental impact.

• Use only original fuses with the specified current rating.

• Keep an adequate distance from overhead power lines with the tower crane. When working close to overhead power lines, the tower craneand its load must not come close to the lines. Keep informed of prescribed safety clearances.

• After contacting power lines:

- remain in the tower crane,- drive the tower crane out of the danger zone- warn uninvolved persons not to come nearer or touch the tower crane,- have the voltage switched off,- never leave the tower crane until the contacted/damaged line hasbeen switched off with absolute certainty.

• Work on electrical systems or equipment may only be carried out bya skilled electrician himself or by specially instructed personnel under the control and supervision of such an electrician and in accordance

Warning of special dangers


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Warning of special dangers(continuation)


Electric energy (continuation)

***

*****

*****

Hydraulic and pneumatic equipment

*****

*****

***

* Product-relevant / Repetition essential as special safety warning/concrete safety warning ** Information for the user enterprise and its personnel authorized to give instructions

*** Instructions for the operating personnel

• If provided for in the regulations, the power supply to parts of machines and plants, on which maintenance work is to be carried outmust cut off.

• Before starting work, check the de-energized parts for the presenceof power and ground or short-circuit them in addition to insulatingadjacent live parts and elements.

• The electrical equipment of a tower crane is to be inspected atregular intervals. Defects, such as loose connections or damagedcables, must be rectified immediately.

• Necessary work on live parts and elements must be carried out onlyin the presence of a second person - with whom constant visual andverbal contact must be ensured - who can cut off the power supply incase of danger by actuating the emergency shut-off or main power switch. Secure the working area with a red-and-white safety chainand a warning sign. Use insulated tools only.

• Before starting work on high-voltage assemblies and after cutting outthe power supply, the feeder cable must be grounded andcomponents, such as capacitors, short-circuited with a groundingrod.

• Work on hydraulic and pneumatic equipment may be carried out onlyby persons with special know-how and experience in hydraulicsystems.

• Check all lines, hoses and screwed connections regularly for leaksand obvious damage. Repair damage immediately. Splashed oil maycause injury, environmental pollution and fire.

• Depressurize all system sections and pressure pipes (hydraulicsystem, compressed air system) to be removed in accordance withthe specific instructions for the unit concerned before carrying out anyrepair work.


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Warning of special dangers(continuation)


Hydraulic and pneumatic equipment (continuation)

***

Noise

***

Oil, grease and other chemical substances

*****

***

* Product-relevant / Repetition essential as special safety warning/concrete safety warning** Information for the user enterprise and its personnel authorized to give instructions

*** Instructions for the operating personnel

• Hydraulic and compressed-air lines must be laid and fitted properly.Ensure that no connections are interchanged. The fittings, lengthsand quality of the hoses must comply with the technicalrequirements.

• During operation, all sound baffles on the tower crane must beclosed.

• When handling oil, grease and other chemical substances, observethe product-related safety and environmental protection regulations.

• Be careful when handling hot consumables (risk of burning or scalding).


24/367


01.00 1/1 Identification plate


SK / SN 1.1 / 00 23.03.

01.00 c:\eigene dateien\betriebsanleitungen\sprache\englisch\sk_sn\kp01\kp0100.doc 01.00

When making technical inquires as well aswhen ordering spare parts, refer to the cranemodel, the serial number of the crane and theyear of manufacture. All these datas you can see on theidentification plate in the operator's cab.


25/367


01.01 1/1 Tower crane – overview and nomenclature


SK 575 •! 001 !• 1.1 / 00 12.12.

01.01 d:\eigene dateien\betriebsanleitungen\sprache\englisch\sk575\kp01\kp0101.doc 01.01

Version: A F E

1 Foundation anchors FF 2 Spread foundation 3 Undercarriage U 4 Foundation block BF 5 Movable undercarriage UF

6Travel bogies (driven and non-driven)with rail-clamps

7 Tower section TSV 8 Central ballast BZ 9 Tower section TS 10 Climbing section SE 11 Climbing traverse 12 Climbing hydraulic 13 Slewing ring 14 Slewing gear 15 Turntable 16 Counterjib I 17 Counterjib II 18 Counterweight BG 19 Hoisting gear 20 Electrical panels 21 Counterjib suspension 22 Tower top 23 Operator's cab 24 Rear jib suspension 25 A-frame 26 Front jib suspension 27 Jib section I – VIII 28 Jib tip X 29 Inner / Outer trolley 30 Load hook 31 Trolley traveling gear 32 Gearstep monitoring 33 Load torque limiter


26/367


01.02 1/4 Lift ing capacities


SK 575 •! 001 !• 2.2 / 02 19.02.

01.02 \\qs449331a\bier\eigenedateien\betriebsanleitungen\sprache\englisch\sk575\kp01\kp0102.doc 01.02

4-part – double trolley – max. capacity 32.0 t / 70.5 kipsJib L9 L8 L7 L6 L5 L4 L3 L2 L1

[m] [ft] t kips t kips t kips t kips t kips t kips t kips t kips t kips

12.0 39'-4'' 32.0 70.5 32.0 70.5 32.0 70.5 32.0 70.5 32.0 70.5 32.0 70.5 32.0 70.5 32.0 70.5 32.0 70.5

15.0 49'-2'' 28.9 63.7 29.9 66.0 32.0 70.5 32.0 70.5 32.0 70.5 32.0 70.5 32.0 70.5 32.0 70.5 32.0 70.5

18.0 59'-1'' 23.1 50.9 24.0 52.8 28.1 61.9 30.2 66.6 32.0 70.5 32.0 70.5 32.0 70.5 32.0 70.5 32.0 70.5

21.0 68'-11'' 19.1 42.0 19.8 43.6 23.3 51.3 25.1 55.3 27.2 59.9 28.8 63.4 29.3 64.6 30.2 66.6 30.9 68.0

23.0 75'-6'' 17.0 37.4 17.7 38.9 20.8 45.9 22.5 49.5 24.3 53.7 25.8 56.9 26.3 58.0 27.1 59.8 27.7 61.1

25.0 82'-0'' 15.3 33.6 15.9 35.0 18.8 41.4 20.3 44.7 22.0 48.5 23.3 51.4 23.8 52.5 24.5 54.1 25.1 55.3

28.0 91'-10'' 13.2 29.1 13.7 30.3 16.3 36.0 17.7 38.9 19.2 42.3 20.4 44.9 20.8 45.8 21.4 47.3 21.9 48.3

30.0 98'-5'' 12.0 26.5 12.6 27.7 15.0 33.0 16.2 35.7 17.6 38.9 18.7 41.3 19.1 42.2 19.7 43.5 20.2 44.5

34.0 111'-7'' 10.2 22.4 10.6 23.4 12.7 28.1 13.8 30.5 15.1 33.3 16.1 35.4 16.4 36.1 16.9 37.3 17.3 38.2

35.0 114'-10'' 9.8 21.5 10.2 22.5 12.3 27.0 13.3 29.4 14.5 32.1 15.5 34.1 15.8 34.9 16.3 36.0 16.7 36.9

37.0 121'-5'' 9.0 19.9 9.5 20.8 11.4 25.1 12.4 27.3 13.6 29.9 14.4 31.8 14.7 32.5 15.2 33.6 15.6 34.4

39.0 127'-11'' 8.4 18.5 8.8 19.3 10.6 23.4 11.6 25.5 12.7 27.9 13.5 29.7 13.8 30.4 14.3 31.4 14.6 32.2

40.0 131'-3'' 8.1 17.8 8.5 18.6 10.3 22.6 11.2 24.6 12.2 27.0 13.1 28.8 13.4 29.4 13.8 30.4

43.0 141'-1'' 7.3 16.0 7.6 16.8 9.3 20.4 10.1 22.3 11.1 24.5 11.9 26.2 12.2 26.8 12.6 27.7

44.0 144'-4'' 7.0 15.4 7.4 16.2 9.0 19.8 9.8 21.6 10.8 23.8 11.5 25.4 11.8 26.0 12.2 26.9

45.0 147'-8'' 6.8 14.9 7.1 15.7 8.7 19.2 9.5 21.0 10.5 23.1 11.2 24.7 11.4 25.2

47.0 154'-2'' 6.3 13.9 6.6 14.6 8.2 18.0 9.0 19.7 9.9 21.7 10.6 23.3 10.8 23.8

49.0 160'-9'' 5.9 13.0 6.2 13.7 7.7 16.9 8.4 18.6 9.3 20.5 10.0 22.0 10.2 22.5

50.0 164'-0'' 5.7 12.6 6.0 13.3 7.5 16.4 8.2 18.1 9.0 19.9 9.7 21.4

53.0 173'-11'' 5.2 11.4 5.5 12.1 6.8 15.0 7.5 16.6 8.3 18.3 8.9 19.7

54.0 177'-2'' 5.0 11.1 5.3 11.7 6.6 14.6 7.3 16.1 8.1 17.9 8.7 19.2

55.0 180'-5'' 4.9 10.7 5.1 11.3 6.4 14.2 7.1 15.7 7.9 17.4

57.0 187'-0'' 4.6 10.1 4.8 10.7 6.1 13.4 6.7 14.8 7.5 16.5

59.0 193'-7'' 4.3 9.5 4.6 10.0 5.8 12.7 6.4 14.1 7.1 15.7

60.0 196'-10'' 4.2 9.2 4.4 9.7 5.6 12.3 6.2 13.7

62.0 203'-5'' 3.9 8.6 4.2 9.2 5.3 11.7 5.9 13.0

64.0 210'-0'' 3.7 8.1 3.9 8.6 5.0 11.1 5.6 12.3

65.0 213'-3'' 3.6 7.9 3.8 8.4 4.9 10.8

68.0 223'-1'' 3.3 7.2 3.5 7.6 4.5 10.0

69.0 226'-5'' 3.2 6.9 3.4 7.4 4.4 9.7

70.0 229'-8'' 3.1 6.7 3.3 7.2

72.0 236'-3'' 2.9 6.3 3.1 6.8

74.0 242'-9'' 2.7 6.0 2.9 6.475.0 246'-1'' 2.6 5.8

77.0 252'-7'' 2.5 5.4

79.0 259'-2'' 2.3 5.1

80.0 262'-6''


27/367




SK 575 •! 001 !• 2.2 / 02 19.02.


2-part – single trolley – max. capacity 16.0 t / 35.3 kipsJib L9 L8 L7 L6 L5 L4 L3 L2 L1


12.0 39'-4'' 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3

15.0 49'-2'' 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3

18.0 59'-1'' 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3

21.0 68'-11'' 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3

23.0 75'-6'' 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3

25.0 82'-0'' 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3

28.0 91'-10'' 14.9 32.8 15.2 33.4 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3

30.0 98'-5'' 13.7 30.2 14.0 30.9 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3

34.0 111'-7'' 11.9 26.1 12.1 26.7 14.5 31.9 15.2 33.6 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3

35.0 114'-10'' 11.5 25.2 11.7 25.8 14.0 30.9 14.7 32.5 15.9 35.0 16.0 35.3 16.0 35.3 16.0 35.3 16.0 35.3

37.0 121'-5'' 10.7 23.6 10.9 24.1 13.1 29.0 13.8 30.5 14.9 32.8 15.9 35.0 16.0 35.3 16.0 35.3 16.0 35.3

39.0 127'-11'' 10.1 22.2 10.3 22.7 12.4 27.2 13.0 28.7 14.0 30.9 15.0 33.0 15.1 33.2 15.3 33.8 16.0 35.3

40.0 131'-3'' 9.8 21.5 10.0 22.0 12.0 26.4 12.6 27.8 13.6 30.0 14.5 32.0 14.7 32.3 14.9 32.8 16.0 35.3

43.0 141'-1'' 8.9 19.7 9.1 20.1 11.0 24.3 11.6 25.6 12.5 27.6 13.4 29.5 13.5 29.7 13.7 30.2

44.0 144'-4'' 8.7 19.1 8.9 19.6 10.7 23.6 11.3 24.9 12.2 26.9 13.0 28.7 13.1 28.9 13.3 29.4

45.0 147'-8'' 8.4 18.6 8.6 19.0 10.4 23.0 11.0 24.3 11.9 26.2 12.7 28.0 12.8 28.2 13.0 28.7

47.0 154'-2'' 8.0 17.6 8.2 18.0 9.9 21.8 10.4 23.0 11.3 24.9 12.1 26.6 12.2 26.8

49.0 160'-9'' 7.6 16.7 7.8 17.1 9.4 20.7 9.9 21.9 10.7 23.7 11.5 25.3 11.6 25.5

50.0 164'-0'' 7.4 16.3 7.6 16.7 9.2 20.3 9.7 21.4 10.5 23.1 11.2 24.7 11.3 24.9

53.0 173'-11'' 6.9 15.1 7.0 15.5 8.6 18.8 9.0 19.9 9.8 21.5 10.5 23.0

54.0 177'-2'' 6.7 14.8 6.9 15.1 8.4 18.4 8.8 19.5 9.6 21.1 10.2 22.5

55.0 180'-5'' 6.6 14.4 6.7 14.8 8.2 18.0 8.6 19.0 9.3 20.6 10.0 22.0

57.0 187'-0'' 6.3 13.8 6.4 14.1 7.8 17.2 8.3 18.2 9.0 19.7

59.0 193'-7'' 6.0 13.2 6.1 13.5 7.5 16.5 7.9 17.4 8.6 18.9

60.0 196'-10'' 5.8 12.9 6.0 13.2 7.3 16.1 7.8 17.1 8.4 18.5

62.0 203'-5'' 5.6 12.3 5.7 12.6 7.0 15.5 7.4 16.4

64.0 210'-0'' 5.4 11.8 5.5 12.1 6.7 14.9 7.1 15.7

65.0 213'-3'' 5.2 11.6 5.4 11.8 6.6 14.6 7.0 15.4

68.0 223'-1'' 4.9 10.9 5.1 11.1 6.2 13.7

69.0 226'-5'' 4.8 10.6 5.0 10.9 6.1 13.5

70.0 229'-8'' 4.7 10.4 4.9 10.7 6.0 13.2

72.0 236'-3'' 4.6 10.0 4.7 10.3

74.0 242'-9'' 4.4 9.6 4.5 9.975.0 246'-1'' 4.3 9.5 4.4 9.7

77.0 252'-7'' 4.1 9.1

79.0 259'-2'' 4.0 8.8

80.0 262'-6'' 3.9 8.6


28/367




SK 575 •! 001 !• 2.2 / 02 19.02.


4-part – double trolley – max. capacity 20.0 t / 44.1 kipsJib L9 L8 L7 L6 L5 L4 L3 L2 L1


18.0 59'-1'' 20.0 44.1 20.0 44.1 20.0 44.1 20.0 44.1 20.0 44.1 20.0 44.1 20.0 44.1 20.0 44.1 20.0 44.1

32.0 105'-0'' 10.4 22.9 12.2 26.9 14.1 31.1 15.2 33.5 16.5 36.4 17.4 38.4 18.2 40.1 18.8 41.5 19.4 42.8

33.0 108'-3'' 10.0 22.0 11.8 26.0 13.6 30.0 14.7 32.4 16.0 35.3 16.8 37.0 17.6 38.8 18.2 40.1 18.8 41.5

34.0 111'-7'' 9.7 21.4 11.4 25.1 13.2 29.1 14.2 31.3 15.4 34.0 16.2 35.7 17.0 37.5 17.6 38.8 18.2 40.1

35.0 114'-10'' 9.4 20.7 11.0 24.3 12.8 28.2 13.8 30.4 14.9 32.9 15.7 34.6 16.5 36.4 17.0 37.5 17.6 38.8

37.0 121'-5'' 8.8 19.4 10.3 22.7 12.0 26.5 13.0 28.7 14.0 30.9 14.8 32.6 15.5 34.2 16.0 35.3 16.5 36.4

39.0 127'-11'' 8.2 18.1 9.7 21.4 11.3 24.9 12.2 26.9 13.2 29.1 13.9 30.6 14.6 32.2 15.1 33.3 15.6 34.4

40.0 131'-3'' 8.0 17.6 9.4 20.7 11.0 24.3 11.8 26.0 12.9 28.4 13.5 29.8 14.2 31.3 14.7 32.4

43.0 141'-1'' 7.3 16.1 8.7 19.2 10.1 22.3 10.9 24.0 11.8 26.0 12.5 27.6 13.1 28.9 13.6 30.0

44.0 144'-4'' 7.1 15.7 8.4 18.5 9.8 21.6 10.6 23.4 11.5 25.5 12.2 26.9 12.8 28.2 13.2 29.1

45.0 147'-8'' 6.9 15.2 8.2 18.1 9.6 21.2 10.3 22.7 11.2 24.7 11.8 26.0 12.5 27.6

47.0 154'-2'' 6.6 14.6 7.8 17.2 9.1 20.1 9.8 21.6 10.7 23.6 11.3 24.9 11.9 26.2

49.0 160'-9'' 6.2 13.7 7.4 16.3 8.7 19.2 9.4 20.7 10.2 22.5 10.7 23.6 11.3 24.9

50.0 164'-0'' 6.1 13.5 7.2 15.9 8.4 18.5 9.1 20.1 10.0 22.1 10.5 23.2

53.0 173'-11'' 5.6 12.3 6.7 14.8 7.9 17.4 8.5 18.7 9.3 20.5 9.8 21.6

54.0 177'-2'' 5.5 12.1 6.6 14.6 7.7 17.0 8.3 18.3 9.1 20.1 9.6 21.2

55.0 180'-5'' 5.4 11.9 6.4 14.1 7.5 16.5 8.2 18.1 8.9 19.6

57.0 187'-0'' 5.1 11.3 6.2 13.7 7.2 15.9 7.8 17.2 8.5 18.7

59.0 193'-7'' 4.9 10.8 5.9 13.0 6.9 15.2 7.5 16.5 8.2 18.1

60.0 196'-10'' 4.8 10.6 5.8 12.8 6.8 15.0 7.4 16.3

62.0 203'-5'' 4.6 10.1 5.5 12.1 6.5 14.3 7.1 15.7

64.0 210'-0'' 4.4 9.7 5.3 11.7 6.3 13.9 6.8 15.0

65.0 213'-3'' 4.3 9.5 5.2 11.5 6.1 13.5

68.0 223'-1'' 4.1 9.0 4.9 10.8 5.8 12.8

69.0 226'-5'' 4.0 8.8 4.8 10.6 5.7 12.6

70.0 229'-8'' 3.9 8.6 4.7 10.4

72.0 236'-3'' 3.8 8.4 4.6 10.1

74.0 242'-9'' 3.6 7.9 4.4 9.7

75.0 246'-1'' 3.5 7.7

77.0 252'-7'' 3.4 7.5

79.0 259'-2'' 3.3 7.3

80.0 262'-6''


29/367




SK 575 •! 001 !• 2.2 / 02 19.02.


2-part – single trolley – max. capacity 10.0 t / 22.0 kipsJib L9 L8 L7 L6 L5 L4 L3 L2 L1


18.0 59'-1'' 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0

32.0 105'-0'' 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0

33.0 108'-3'' 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0

34.0 111'-7'' 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0

35.0 114'-10'' 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0

37.0 121'-5'' 9.8 21.6 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0

39.0 127'-11'' 9.2 20.3 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0

40.0 131'-3'' 9.0 19.8 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0

43.0 141'-1'' 8.3 18.3 9.7 21.4 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0

44.0 144'-4'' 8.1 17.9 9.4 20.7 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0

45.0 147'-8'' 7.9 17.4 9.2 20.3 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0

47.0 154'-2'' 7.5 16.5 8.8 19.4 9.9 21.8 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0

49.0 160'-9'' 7.2 15.9 8.4 18.5 9.5 20.9 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0

50.0 164'-0'' 7.0 15.4 8.2 18.1 9.3 20.5 10.0 22.0 10.0 22.0 10.0 22.0 10.0 22.0

53.0 173'-11'' 6.6 14.6 7.7 17.0 8.7 19.2 9.6 21.2 10.0 22.0 10.0 22.0

54.0 177'-2'' 6.4 14.1 7.5 16.5 8.5 18.7 9.4 20.7 10.0 22.0 10.0 22.0

55.0 180'-5'' 6.3 13.9 7.4 16.3 8.4 18.5 9.3 20.5 9.8 21.6 10.0 22.0

57.0 187'-0'' 6.1 13.5 7.1 15.7 8.0 17.6 8.9 19.6 9.4 20.7

59.0 193'-7'' 5.8 12.8 6.8 15.0 7.7 17.0 8.6 19.0 9.1 20.1

60.0 196'-10'' 5.7 12.6 6.7 14.8 7.6 16.8 8.4 18.5 8.9 19.6

62.0 203'-5'' 5.5 12.1 6.5 14.3 7.3 16.1 8.1 17.9

64.0 210'-0'' 5.3 11.7 6.2 13.7 7.1 15.7 7.8 17.2

65.0 213'-3'' 5.2 11.5 6.1 13.5 7.0 15.4 7.7 17.0

68.0 223'-1'' 5.0 11.0 5.8 12.8 6.6 14.6

69.0 226'-5'' 4.9 10.8 5.7 12.6 6.5 14.3

70.0 229'-8'' 4.8 10.69 5.6 12.3 6.4 14.1

72.0 236'-3'' 4.6 10.1 5.5 12.1

74.0 242'-9'' 4.5 9.9 5.3 11.7

75.0 246'-1'' 4.4 9.7 5.2 11.5

77.0 252'-7'' 4.3 9.5

79.0 259'-2'' 4.2 9.3

80.0 262'-6'' 4.1 9.0


30/367


31/367


01.06 1/2 Version A – Forces and moments (on foundation)


SK 575 •! 001 !• 1.2 / 00 12.12.


Crane on spread foundationTS 213 (not climbable)

102 WB – 32.0 t / 70.5 kips (4-part)

CRANE REACTING FORCES

IN OPERATION OUT OF OPERATION

CRANE LOAD CORNER POST LOAD CRANE LOAD CORNER POST LOAD

SIZE OF

FOUNDATION

HH

Tower

elements

MX N Q H D Z MX N Q H D Z b hF

[m] [kNm] [kN] [kN] [kN] [kN] [kN] [kNm] [kN] [kN] [kN] [kN] [kN] [m] [m]

[ft]TS 213.1

[ft kips] [kips] [kips] [kips] [kips] [kips] [ft kips] [kips] [kips] [kips] [kips] [kips] [ft] [ft]

4.0 4339 759 10 151 -1617 1237 -4158 759 20 5 -1557 1178 9.1 1.7

13'-1''

1 x

3200 806 2 34 -364 278 -3067 171 4 1 -350 265 29'-10'' 5'-7''9.9 4425 806 13 152 -1665 1254 -3909 806 36 9 -1487 1084 9.1 1.7

32'-6''2 x

3264 901 3 34 -374 282 -2883 181 8 2 -334 244 29'-10'' 5'-7''

15.8 4538 854 16 152 -1743 1279 -3670 854 44 11 -1420 994 9.1 1.7

51'-10''3 x

3347 1409 4 34 -392 288 -2707 192 10 2 -319 223 29'-10'' 5'-7''

21.7 4681 901 18 153 -1834 1314 -3128 901 64 16 -1254 804 9.1 1.7

71'-2''4 x

3452 203 4 34 -412 295 -2307 203 14 4 -282 181 29'-10'' 5'-7''

27.6 4860 1362 34 154 -1939 1360 -2663 948 75 19 -1113 639 9.1 1.7

90'-6''5 x

3584 306 8 35 -436 306 -1964 213 17 4 -250 144 29'-10'' 5'-7''

33.5 5188 1409 37 154 -2059 1417 -2131 995 87 22 -950 452 9.1 1.7

109'-11''

6 x3826 317 8 35 -463 319 -1572 224 20 5 -214 102 29'-10'' 5'-7''

39.4 5569 1456 39 155 -2195 1487 -1526 1043 99 25 -763 241 9.1 1.7129'-3''

7 x4107 327 9 35 -493 334 -1125 234 22 6 -172 54 29'-10'' 5'-7''

45.3 6010 1503 42 156 -2352 1601 1785 1245 112 28 -898 -289 9.1 1.7

148'-7''8 x

4432 338 9 35 -529 360 1316 280 25 6 -202 -65 29'-10'' 5'-7''

51.2 6523 1551 45 156 -2533 1758 2636 1293 124 31 -1190 544 9.1 1.7

168'-0''9 x

4811 349 10 35 -569 395 1944 291 28 7 -268 122 29'-10'' 5'-7''

57.1 7123 1598 47 157 -2742 1943 3597 1340 135 34 -1518 848 9.2 1.7

187'-4''10 x

5253 359 11 35 -616 437 2653 301 30 8 -341 191 30'-2'' 5'-7''

63.0 7829 1645 50 158 -2986 2164 4685 1387 147 37 -1887 1194 9.2 1.7

206'-8''11 x

5774 370 11 36 -671 486 3455 312 33 8 -424 268 30'-2'' 5'-7''

68.9 8669 1692 53 158 -3274 2428 5918 1434 159 40 -2305 1588 9.4 1.7

226'-1''12 x

6394 380 12 36 -736 546 4365 322 36 9 -518 357 30'-10'' 5'-7''

D = I N/4 I + I MX /(a • !!!!2) I

Z = I I N/4 I - I MX / (a • !!!!2) I I

HQ = Q/4

HMT = MT /(2 • a • !!!!2)

H = HQ + HMT

a = 2.15 m (7'- 0 5/8'')

MT = 420 kNm / 310 ft kips (L1 – L4)MT = 630 kNm / 465 ft kips (L5 – L9)


32/367




SK 575 •! 001 !• 1.2 / 00 12.12.


The jib must rotate freely when out of operation.

Foundation Dimensions:The minimum dimensions of the foundationmust ensure adequate stability.Criterion: „wide joint“ (uneven loaddistribution).

hFmin = 5'-7'' (1.7 m)e """" b/3 (e = eccentricity)

e = (Mx + (Q • h

F)) / (N + G

F)

GF = hF • b2 • #### • g

(# = 2400 kg/m3 = 0.15 kips/ft

3; g = 9.81 m/s

2

= 32.2 ft/s2)

CAUTION!The national regulations must be noticed

like the german DIN 1054. The maximum

permissible soil pressure must not be

exceeded. Also take care of ground

seepage danger!

Concrete quality: B 25The reinforcement requirements for thefoundation of maximum size are shown in thedrawing:"Foundation TS 213" , in the appendix.


33/367


01.07 1/1 Version A – Hook heights


SK 575 •! 001 !• 1.1 / 00 12.12.


Crane on spread foundationTS 213 (climbable)

HH Tower elements

6.0 m 19'-8''1 x TS 213.1

1 x TSK 213

11.9 m 39'-0''2 x TS 213.1

1 x TSK 213

17.8 m 58'-5''3 x TS 213.1

1 x TSK 213

23.7 m 77'-9''4 x TS 213.1

1 x TSK 213

29.6 m 97'-1''5 x TS 213.1

1 x TSK 213

35.5 m 116'-5''6 x TS 213.1

1 x TSK 213

41.4 m 135'-10''7 x TS 213.1

1 x TSK 213

47.3 m 155'-2'' 8 x TS 213.11 x TSK 213

53.2 m 174'-6''9 x TS 213.11 x TSK 213

59.1 m 193'-11''10 x TS 213.1

1 x TSK 213

65.0 m 213'-3''11 x TS 213.1

1 x TSK 213

70.9 m 232'-7''12 x TS 213.1

1 x TSK 213

5900/19'-41/4''

2150 / 7'-0 5/8''

TS 213.1

1980

/6'-6''

2150 / 7'-0 5/8''

TSK 213


34/367




SK 575 •! 001 !• 1.2 / 00 12.12.


Crane on spread foundationTS 213 (climbable) without c limbing uni t

102 WB – 32.0 t / 70.5 kips (4-part)

CRANE REACTING FORCES

IN OPERATION OUT OF OPERATION

CRANE LOAD CORNER POST LOAD CRANE LOAD CORNER POST LOAD

SIZE OF

FOUNDATION

HH

Tower

elements

MX N Q H D Z MX N Q H D Z b hF

[m] [kNm] [kN] [kN] [kN] [kN] [kN] [kNm] [kN] [kN] [kN] [kN] [kN] [m] [m]

[ft]TS 213

[ft kips] [kips] [kips] [kips] [kips] [kips] [ft kips] [kips] [kips] [kips] [kips] [kips] [ft] [ft]

4366 791 11 151 -1633 1238 -4014 791 30 8 -1527 1131 9.1 1.76.0

19'-8''

1 x TS 213.1

1 x TSK 213 3220 178 2 34 -367 278 -2960 178 7 2 -343 254 29'-10'' 5'-7''4461 838 14 152 -1694 1258 -3832 838 39 10 -1470 1051 9.1 1.711.9

39'-0''2xTS 213.1

1 x TSK 213 3290 188 3 34 -381 283 -2826 188 9 2 -330 236 29'-10'' 5'-7''

4585 885 16 152 -1777 1286 -3397 885 56 14 -1339 896 9.1 1.717.858'-5''

3xTS 213.1

1 x TSK 213 3382 199 4 34 -399 289 -2505 199 13 3 -301 201 29'-10'' 5'-7''

4739 932 19 153 -1873 1326 -2977 932 68 17 -1212 746 9.0 1.723.777'-9''

4xTS 213.1

1 x TSK 213 3495 210 4 34 -421 298 -2196 210 15 4 -272 168 29'-6'' 5'-7''

4970 1393 35 154 -1983 1375 -2490 980 79 20 -1064 574 9.0 1.729.697'-1''

5xTS 213.1

1 x TSK 213 3665 313 8 35 -446 309 -1836 220 18 4 -239 129 29'-6'' 5'-7''

5316 1440 38 154 -2109 1437 -1933 1027 91 23 -892 379 9.1 1.735.5116'-5''

6xTS 213.1

1 x TSK 213 3921 324 9 35 -474 323 -1426 231 20 5 -201 85 29'-10'' 5'-7''

5719 1488 40 155 -2253 1512 -1303 1074 103 26 -729 -267 9.1 1.741.4135'-10'' 7xTS 213.11 x TSK 213 4218 335 9 35 -506 340 -961 241 23 6 -164 -60 29'-10'' 5'-7''

6186 1535 43 156 -2418 1651 2067 1277 116 29 -999 361 9.1 1.747.3155'-2''

8xTS 213.1

1 x TSK 213 4562 345 10 35 -544 371 1524 287 26 7 -225 81 29'-10'' 5'-7''

6731 1582 45 156 -2609 1818 2956 1324 128 32 -1303 641 9.1 1.753.2174'-6''

9xTS 213.11 x TSK 213 4964 356 10 35 -587 409 2180 298 29 7 -293 144 29'-10'' 5'-7''

7370 1629 48 157 -2831 2017 3961 1371 139 35 -1645 960 9.2 1.759.1193'-11''

10xTS 213.1

1 x TSK 213 5436 366 11 35 -636 453 2921 308 31 8 -370 216 30'-2'' 5'-7''

8125 1677 51 158 -3091 2253 5099 1419 151 38 -2032 1322 9.3 1.765.0213'-3''

11xTS 213.11 x TSK 213 5992 377 11 36 -695 506 3761 319 34 9 -457 297 30'-6'' 5'-7''

9029 1724 53 158 -3400 2538 6393 1466 163 41 -2469 1736 9.5 1.770.9232'-7''

12xTS 213.1

1 x TSK 213 6659 388 12 36 -764 571 4715 330 37 9 -555 390 31'-2' 5'-7''

D = I N/4 I + I MX /(a • !!!!2) I

Z = I I N/4 I - I MX / (a • !!!!2) I I

HQ = Q/4

HMT = MT /(2 • a • !!!!2)

H = HQ + HMT

a = 2.15 m (7'- 0 5/8'')

MT = 420 kNm / 310 ft kips (L1 – L4)MT = 630 kNm / 465 ft kips (L5 – L9)


35/367




SK 575 •! 001 !• 1.2 / 00 12.12.


The jib must rotate freely when out of operation.

Foundation Dimensions:The minimum dimensions of the foundationmust ensure adequate stability.Criterion: „wide joint“ (uneven loaddistribution).

hFmin = 5'-7'' (1.7 m)e """" b/3 (e = eccentricity)

e = (Mx + (Q • h

F)) / (N + G

F)

GF = hF • b2 • #### • g

(# = 2400 kg/m3 = 0.15 kips/ft

3; g = 9.81 m/s

2

= 32.2 ft/s2)

CAUTION!The national regulations must be noticed

like the german DIN 1054. The maximum

permissible soil pressure must not be

exceeded. Also take care of ground

seepage danger!

Concrete quality: B 25The reinforcement requirements for thefoundation of maximum size are shown in thedrawing:"Foundation TS 213" , in the appendix.


36/367


01.11 1/1 Version E – Hook heights


SK 575 •! 001 !• 1.1 / 00 12.12.


Crane on rail mounted undercarriage UF 1021TS 213 (not climbable)

5900/19'-41/4''

2150 / 7'-0 5/8''

TS 213.1

9900/32'-6''

2150 / 7'-0 5/8''

TSV 213

HHTower

elementsCentral bal las t Bal las t b locks

9.1 m 29'-10''1 x TSV 213 52.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

15.0 m 49'-3''1 x TS 213.1

1 x TSV 21352.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

20.9 m 68'-7''2 x TS 213.1

1 x TSV 21352.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

26.8 m 87'-11''3 x TS 213.11 x TSV 213

52.8 t116.4 kips

8 x 6.6 t8 x 14.55 kips

32.7 m 107'-3''

4 x TS 213.1

1 x TSV 213

52.8 t

116.4 kips

8 x 6.6 t

8 x 14.55 kips

38.6 m 126'-8''5 x TS 213.1

1 x TSV 21352.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

44.5 m 146'-0''6 x TS 213.1

1 x TSV 21352.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

50.4 m 165'-4''7 x TS 213.1

1 x TSV 21352.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

56.3 m 184'-9''8 x TS 213.1

1 x TSV 21352.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

62.2 m 204'-1''9 x TS 213.11 x TSV 213

52.8 t116.4 kips

8 x 6.6 t8 x 14.55 kips

68.1 m 223'-5''10 x TS 213.1

1 x TSV 21366.0 t

145.5 kips10 x 6.6 t

10 x 14.55 kips


37/367


01.12 1/2 Version E – Corner loads and horizontal forces


SK 575 •! 001 !• 1.1 / 00 12.12.



102 WB – 32.0 t / 70.5 kips (4-part)

in operation out of operation

I II III HF I II III HFHH Tower elements

Corner

kN kips kN kips kN kips kN kips kN kips kN kips kN kips kN kips

A 488 110 677 152 621 140 379 85 206 46 564 127

B 740 166 627 141 693 156 118 27 206 46 206 46

C 499 112 311 70 366 82 379 85 564 127 206 469.1

29'-10''1xTSV213

D 247 56 361 81 295 66

91 20

639 144 564 127 564 127

24 5

A 497 112 702 158 618 139 379 85 206 46 564 127

B 765 172 626 141 725 163 118 27 206 46 206 46

C 513 115 308 69 392 88 379 85 564 127 206 4615.0

49'-3''TS 213.1

1xTSV213

D 245 55 384 86 285 64

92 21

639 144 564 127 564 127

28 6

A 506 114 728 164 615 138 379 85 206 46 564 127

B 791 178 625 141 758 170 118 27 206 46 206 46C 526 118 304 68 418 94 379 85 564 127 206 46

20.968'-7''

2xTS 213.11xTSV213

D 241 54 408 92 274 62

94 21

639 144 564 127 564 127

38 9

A 515 116 755 170 610 137 379 85 206 46 564 127

B 818 184 623 140 792 178 118 27 206 46 206 46

C 540 121 300 67 445 100 379 85 564 127 206 4626.8

87'-11''3xTS 213.11xTSV213

D 237 53 432 97 263 59

95 21

639 144 564 127 564 127

44 10

A 524 118 782 176 605 136 379 85 206 46 564 127

B 847 190 620 139 827 186 118 27 206 46 206 46

C 554 125 295 66 473 106 379 85 564 127 206 4632.7

107'-3''4xTS 213.11xTSV213

D 231 52 458 103 250 56

96 22

639 144 564 127 564 127

50 11

A 532 120 810 182 599 135 379 85 206 46 564 127B 876 197 616 138 863 194 118 27 206 46 206 46

C 568 128 290 65 501 113 379 85 564 127 206 4638.6

126'-8''5xTS 213.1

1xTSV213

D 224 50 484 109 237 53

98 22

639 144 564 127 564 127

56 13

A 541 122 839 189 592 133 379 85 575 129 391 88

B 907 204 612 138 900 202 118 27 575 129 575 129

C 582 131 283 64 531 119 379 85 391 88 575 12944.5

146'-0''6xTS 213.1

1xTSV213

D 215 48 510 115 222 50

99 22

639 144 391 88 391 88

62 14

C

III

B

III

D

A

9 0 °

10.0 m / 32'-10''

10.0m

/32'-10''


38/367




SK 575 •! 001 !• 1.1 / 00 12.12.



102 WB – 32.0 t / 70.5 kips (4-part)



Corner


A 582 131 901 203 617 139 528 119 658 148 397 89

B 972 219 640 144 971 218 712 160 658 148 658 148

C 629 141 310 70 594 134 528 119 397 89 658 14850.4

165'-4''7xTS 213.1

1xTSV213

D 239 54 571 128 240 54

100 22

343 77 397 89 397 89

67 15

A 591 133 932 210 609 137 539 121 712 160 366 82

B 1006 226 635 143 1010 227 783 176 712 160 712 160

C 643 145 302 68 625 141 539 121 366 82 712 16056.3

184'-9''8xTS 213.1

1xTSV213

D 228 51 599 135 223 50

102 23

294 66 366 82 366 82

73 16

A 599 135 962 216 599 135 550 124 769 173 331 74

B 1040 234 629 141 1050 236 859 193 769 173 769 173C 657 148 294 66 657 148 550 124 331 74 769 173

62.2204'-1''

9xTS 213.11xTSV213

D 216 49 627 141 206 46

103 23

241 54 331 74 331 74

79 18

A 607 136 994 223 589 132 561 126 829 186 293 66

B 1076 242 622 140 1091 245 940 211 829 186 829 186

C 672 151 285 64 689 155 561 126 293 66 829 18668.1

223'-5''10xTS 213.11xTSV213

D 203 46 657 148 187 42

104 23

182 41 293 66 293 66

85 19

HF = max. horizontal force per corner

C

III

B

III

D

A

9 0 °

10.0 m / 32'-10''

10.0m

/32'-10''


39/367


01.13 1/1 Version E – Hook heights


SK 575 •! 001 !• 1.1 / 00 12.12.


Crane on rail mounted undercarriage UF 1021TS 213 (climbable)

HH

Tower

elements

1 x TSV 213

1xTSK213.1

Central bal las t Bal las t b locks

11.1 m 36'-5''52.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

17.0 m 55'-9'' 1 x TS 213.152.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

22.9 m 75'-2'' 2 x TS 213.152.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

28.8 m 94'-6'' 3 x TS 213.152.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

34.7 m113'-10''

4 x TS 213.152.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

40.6 m 133'-2'' 5 x TS 213.152.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

46.5 m 152'-7'' 6 x TS 213.152.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

52.4 m171'-11''

7 x TS 213.152.8 t

116.4 kips8 x 6.6 t

8 x 14.55 kips

58.3 m 191'-3'' 8 x TS 213.166.0 t

145.5 kips10 x 6.6 t

10 x 14.55 kips

64.2 m 210'-8'' 9 x TS 213.166.0 t

145.5 kips10 x 6.6 t

10 x 14.55 kips

70.1 m 230'-0'' 10 x TS 213.166.0 t

145.5 kips10 x 6.6 t

10 x 14.55 kips

TS 213.1

5900

/1

9'-41/4''

' ''

TSV 213

9900/

32'-6''

2150 / 7'-0 5/8''

TSK 213.1

1

9

8

0 /

6

' - 6

' '

2 1 5 0 / 7 ' - 0 5 / 8 ' '


40/367




SK 575 •! 001 !• 1.1 / 00 12.12.


Crane on rail mounted undercarriage UF 1021TS 213 (climbable) without c limbing uni t

102 WB – 32.0 t / 70.5 kips (4-part)



Corner


A 495 111 689 155 624 140 386 87 217 49 568 128

B 752 169 630 142 707 159 131 29 217 49 217 49

C 507 114 314 71 378 85 386 87 568 128 217 4911.1

36'-5''1xTSV213

1xTSK213.1

D 250 56 372 84 295 66

92 21

641 144 568 128 568 128

25 6

A 504 113 714 161 621 140 386 87 217 49 568 128

B 778 175 629 141 740 166 131 29 217 49 217 49

C 521 117 311 70 404 91 386 87 568 128 217 4917.0

55'-9''

TS 213.1

1xTSV2131xTSK213.1

D 247 56 396 89 285 64

93 21

641 144 568 128 568 128

29 7

A 513 115 741 167 617 139 386 87 217 49 568 128

B 804 181 628 141 774 174 131 29 217 49 217 49C 535 120 307 69 431 97 386 87 568 128 217 49

22.975'-2''

2xTS 213.11xTSV213

1xTSK213.1D 243 55 420 94 274 62

94 21

641 144 568 128 568 128

40 9

A 521 117 768 173 612 138 386 87 217 49 568 128

B 832 187 626 141 808 182 131 29 217 49 217 49

C 549 123 302 68 458 103 386 87 568 128 217 4926.8

94'-6''

3xTS 213.1

1xTSV213

1xTSK213.1D 238 54 444 100 262 59

96 22

641 144 568 128 568 128

46 10

A 530 119 795 179 606 136 386 87 217 49 568 128

B 861 194 623 140 844 190 131 29 217 49 217 49

C 562 126 297 67 486 109 386 87 568 128 217 4934.7

113'-10''

4xTS 213.1

1xTSV213

1xTSK213.1D 232 52 470 106 249 56

97 22

641 144 568 128 568 128

52 12

A 539 121 823 185 600 135 386 87 217 49 568 128B 891 200 619 139 880 198 131 29 217 49 217 49

C 576 129 292 66 515 116 386 87 568 128 217 4940.6

133'-2''

5xTS 213.1

1xTSV213

1xTSK213.1D 224 50 496 112 235 53

98 22

641 144 568 128 568 128

58 13

A 547 123 852 192 593 133 386 87 596 134 386 87

B 922 207 615 138 917 206 131 29 596 134 596 134

C 590 133 285 64 545 123 386 87 386 87 596 13446.5

152'-7''

6xTS 213.11xTSV213

1xTSK213.1D 215 48 523 118 220 49

100 22

641 144 386 87 386 87

64 14

C

III

B

III

D

A

9 0 °

10.0 m / 32'-10''

10.0m

/32'-10''


41/367




SK 575 •! 001 !• 1.1 / 00 12.12.


Crane on rail mounted undercarriage UF 1021TS 213 (climbable) without c limbing uni t

102 WB – 32.0 t / 70.5 kips (4-part)



Corner


A 555 125 882 198 585 132 502 113 647 145 357 80

B 955 215 610 137 956 215 707 159 647 145 647 145

C 605 136 278 62 575 129 502 113 357 80 647 14552.4

171'-11''

7xTS 213.1

1xTSV2131xTSK213.1

D 205 46 550 124 204 46

101 23

297 67 357 80 357 80

69 16

A 597 134 945 212 609 137 546 123 735 165 358 80

B102

1230 637 143

102

8231 813 183 735 165 735 165

C 652 147 303 68 639 144 546 123 358 80 735 165

58.3191'-3''

8xTS 213.1

1xTSV213

1xTSK213.1

D 227 51 612 138 220 49

102 23

280 63 358 80 358 80

75 17

A 605 136 976 219 600 135 558 125 793 178 322 72

B105

6237 630 142

106

8240 890 200 793 178 793 178

C 666 150 295 66 671 151 558 125 322 72 793 178

64.2210'-8''

9xTS 213.1

1xTSV213

1xTSK213.1

D 215 48 641 144 203 46

104 23

225 51 322 72 322 72

81 18

A 613 138100

8227 589 132 569 128 854 192 283 64

B109

2245 623 140

111

0250 973 219 854 192 854 192

C 681 153 285 64 704 158 569 128 283 64 854 192

70.1230'-0''

10xTS 213.1

1xTSV2131xTSK213.1

D 201 45 670 151 184 41

105 24

165 37 283 64 283 64

87 20

HF = max. horizontal force per corner

C

III

B

III

D

A

9 0 °

10.0 m / 32'-10''

10.0m

/32'-10''


42/367


01.15 1/1 Version F – Hook heights


SK 575 •! 001 !• 1.1 / 00 12.12.


Crane on stationary undercarriage U 1021TS 213 (not climbable)

5900

/19'-41/4''

2150 / 7'-0 5/8''

TS 213.1

9900/32

'-6''

2150 / 7'-0 5/8''

TSV 213

HHTower

elements

Ballast

BZ + BFBZ BF

8.9 m 29'-2''1xTSV213

52.8 t116.4kips

4 x 6.6 t t4 x 14.55 kips

4 x 6.6 t t4 x 14.55 kips

14.8 m 48'-7''TS 213.1

1xTSV213

52.8 t116.4kips

4 x 6.6 t t4 x 14.55 kips

4 x 6.6 t t4 x 14.55 kips

20.7 m 67'-11''2xTS 213.11xTSV213

52.8 t116.4kips

4 x 6.6 t t4 x 14.55 kips

4 x 6.6 t t4 x 14.55 kips

26.6 m 87'-3''3xTS 213.1

1xTSV213

52.8 t116.4kips

4 x 6.6 t t4 x 14.55 kips

4 x 6.6 t t4 x 14.55 kips

32.5 m 106'-8''4xTS 213.11xTSV213

52.8 t116.4kips

4 x 6.6 t t4 x 14.55 kips

4 x 6.6 t t4 x 14.55 kips

38.4 m 126'-0''5xTS 213.1

1xTSV213

52.8 t116.4kips

4 x 6.6 t t4 x 14.55 kips

4 x 6.6 t t4 x 14.55 kips

44.3 m 145'-4''6xTS 213.11xTSV213

52.8 t116.4kips

4 x 6.6 t t4 x 14.55 kips

4 x 6.6 t t4 x 14.55 kips

50.2 m 164'-8''7xTS 213.1

1xTSV213

52.8 t116.4kips

4 x 6.6 t t4 x 14.55 kips

4 x 6.6 t t4 x 14.55 kips

56.1 m 184'-1''8xTS 213.11xTSV213

52.8 t116.4kips

4 x 6.6 t t4 x 14.55 kips

4 x 6.6 t t4 x 14.55 kips


43/367


01.16 1/2 Version F – Corner loads and horizontal forces


SK 575 •! 001 !• 1.1 / 00 12.12.



102 WB – 32.0 t / 70.5 kips (4-part)


I II III HIO I II III HOO

HH

[m][ft]

Tower elements

Corner

[kN] [kips] [kN] [kips] [kN] [kips] [kN] [kips] [kN] [kips] [kN] [kips] [kN] [kips] [kN] [kips]

A 509 114 697 157 637 143 394 89 220 49 580 130

B 749 168 637 143 697 157 133 30 220 49 220 49

C 509 114 321 72 381 86 394 89 580 130 220 498.9

29'-2''1xTSV213

D 268 60 381 86 321 72

35 8

655 147 580 130 580 130

10 2

A 520 117 724 163 634 143 394 89 220 49 580 130

B 772 174 634 143 724 163 133 30 220 49 220 49

C 520 117 316 71 406 91 394 89 580 130 220 4914.8

48'-7''TS 213.1

1xTSV213

D 268 60 406 91 316 71

36 8

655 147 580 130 580 130

12 3

A 520 117 724 163 634 143 394 89 220 49 580 130

B 772 174 634 143 724 163 133 30 220 49 220 49C 520 117 316 71 406 91 394 89 580 130 220 49

20.767'-11''

2xTS 213.11xTSV213

D 268 60 406 91 316 71

37 8

655 147 580 130 580 130

17 4

A 510 115 749 168 593 133 394 89 220 49 580 130

B 787 177 593 133 749 168 133 30 220 49 220 49

C 510 115 270 61 426 96 394 89 580 130 220 4926.6

87'-3''3xTS 213.1

1xTSV213

D 232 52 426 96 270 61

37 8

655 147 580 130 580 130

20 4

A 521 117 779 175 587 132 394 89 220 49 580 130

B 813 183 587 132 779 175 133 30 220 49 220 49

C 521 117 263 59 454 102 394 89 580 130 220 4932.5

106'-8''4xTS 213.1

1xTSV213

D 228 51 454 102 263 59

38 9

655 147 580 130 580 130

23 5

A 532 120 809 182 581 131 394 89 220 49 580 130B 840 189 581 131 809 182 133 30 220 49 220 49

C 532 120 255 57 483 109 394 89 580 130 220 4938.4

126'-0''5xTS 213.11xTSV213

D 224 50 483 109 255 57

39 9

655 147 580 130 580 130

26 6

A 543 122 841 189 574 129 394 89 220 49 580 130

B 868 195 574 129 841 189 133 30 220 49 220 49

C 543 122 246 55 512 115 394 89 580 130 220 4944.3

145'-4''6xTS 213.11xTSV213

D 218 49 512 115 246 55

39 9

655 147 580 130 580 130

29 7

C

III

B

III

D

A

9 0 °

10.0 m / 32'-10''

10.0

m

/32'-10''


44/367




SK 575 •! 001 !• 1.1 / 00 12.12.



102 WB – 32.0 t / 70.5 kips (4-part)


I II III H I II III H

HH

[m][ft]

Tower elements

Corner


A 555 125 873 196 567 127 477 107 606 136 347 78

B 897 202 567 127 873 196 660 148 606 136 606 136

C 555 125 236 53 542 122 477 107 347 78 606 13650.2

164'-8''7xTS 213.1

1xTSV213

D 212 48 542 122 236 53

40 9

293 66 347 78 347 78

32 7

A 599 135 939 211 591 133 521 117 693 156 349 78

B 961 216 591 133 939 211 764 172 693 156 693 156

C 599 135 258 58 606 136 521 117 349 78 693 15656.1

184'-1''8xTS 213.1

1xTSV213

D 237 53 606 136 258 58

41 9

278 62 349 78 349 78

35 8

A 610 137 973 219 582 131 532 120 749 168 315 71

B 992 223 582 131 973 219 839 189 749 168 749 168C 610 137 247 56 638 143 532 120 315 71 749 168

62.0203'-5''

9xTS 213.11xTSV213

D 228 51 638 143 247 56

41 9

225 51 315 71 315 71

38 9

A 621 140 1008 227 572 129 543 122 810 182 277 62

B 1025 230 572 129 1008 227 920 207 810 182 810 182

C 621 140 235 53 670 151 543 122 277 62 810 18267.9

222'-9''10xTS 213.1

1xTSV213

D 218 49 670 151 235 53

42 9

166 37 277 62 277 62

41 9

A 666 150 1076 242 594 134 588 132 907 204 268 60

B 1091 245 594 134 1076 242 1039 234 907 204 907 204

C 666 150 255 57 737 166 588 132 268 60 907 20473.8

242'-2''11xTS 213.1

1xTSV213

D 240 54 737 166 255 57

43 10

136 31 268 60 268 60

44 10

A 710 160 1145 257 616 138 632 142 1007 226 257 58B 1159 261 616 138 1145 257 1162 261 1007 226 1007 226

C 710 160 274 62 804 181 632 142 257 58 1007 22679.7

261'-6''12xTS 213.11xTSV213

D 260 58 804 181 274 62

43 10

101 23 257 58 257 58

46 10

C

III

B

III

D

A

9 0 °

10.0 m / 32'-10''

10.0

m

/32'-10''


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01.17 1/1 Version F – Hook heights


SK 575 •! 001 !• 1.1 / 00 12.12.


Crane on stationary undercarriage U 1021TS 213 (climbable)

TS 213.1

5

900/

19'-4

1/4''

2150 / 7'-0 5/8''

TSV 213

9900

/32'-6''

2150 / 7'-0 5/8''

TSK 213.1

1

9

8

0 /

6

' - 6

' '

2 1 5 0 / 7 ' - 0 5 / 8 ' '

HH

Tower elements

1xTSV213

1xTSK213.1

Ballast

BZ + BFBZ BF

10.9 m 35'-9''66.0 t

145.5 kips6 x 6.6 t t

6 x 14.55 kips4 x 6.6 t t

4 x 14.55 kips

16.8 m 55'-1'' TS 213.152.8 t

116.4 kips4 x 6.6 t t

4 x 14.55 kips4 x 6.6 t t

4 x 14.55 kips

22.7 m 74'-6'' 2xTS 213.152.8 t

116.4 kips4 x 6.6 t t

4 x 14.55 kips4 x 6.6 t t

4 x 14.55 kips

28.6 m 93'-10'' 3xTS 213.152.8 t

116.4 kips4 x 6.6 t t

4 x 14.55 kips4 x 6.6 t t

4 x 14.55 kips

34.5 m 113'-2'' 4xTS 213.152.8 t

116.4 kips4 x 6.6 t t

4 x 14.55 kips4 x 6.6 t t

4 x 14.55 kips

40.4 m 132'-7'' 5xTS 213.152.8 t

116.4 kips4 x 6.6 t t

4 x 14.55 kips4 x 6.6 t t

4 x 14.55 kips

46.3 m 151'-11'' 6xTS 213.152.8 t

116.4 kips4 x 6.6 t t

4 x 14.55 kips4 x 6.6 t t

4 x 14.55 kips

52.2 m 171''-3'' 7xTS 213.1

52.8 t

116.4 kips

4 x 6.6 t t

4 x 14.55 kips

4 x 6.6 t t

4 x 14.55 kips58.1 m 190'-7'' 8xTS 213.1

52.8 t116.4 kips

4 x 6.6 t t4 x 14.55 kips

4 x 6.6 t t4 x 14.55 kips

64.0 m 210'-0'' 9xTS 213.166.0 t

145.5 kips6 x 6.6 t t

6 x 14.55 kips4 x 6.6 t t

4 x 14.55 kips

69.9 m 229'-4'' 10xTS 213.166.0 t

145.5 kips6 x 6.6 t t

6 x 14.55 kips4 x 6.6 t t

4 x 14.55 kips

75.8 m 248'-8'' 11xTS 213.179.2 t

174.6 kips8 x 6.6 t t

8 x 14.55 kips4 x 6.6 t t

4 x 14.55 kips


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SK 575 •! 001 !• 1.1 / 00 12.12.


Crane on stationary undercarriage U 1021TS 213 (climbable) without c limbing uni t

102 WB – 32.0 t / 70.5 kips (4-part)


I II III H I II III H

HH

[m][ft]

Tower elements

Corner


A 562 126 888 200 568 128 484 109 628 141 340 76

B 911 205 568 128 888 200 687 154 628 141 628 141

C 562 126 236 53 556 125 484 109 340 76 628 14152.2

171'-3''

7xTS 213.11xTSV213

1xTSK213.1D 213 48 556 125 236 53

40 9

281 63 340 76 340 76

33 7

A 573 129 921 207 559 126 495 111 682 153 308 69

B 942 212 559 126 921 207 760 171 682 153 682 153

C 573 129 225 51 588 132 495 111 308 69 682 15358.1

190'-7''

8xTS 213.11xTSV213

1xTSK213.1D 204 46 588 132 225 51

41 9

231 52 308 69 308 69

36 8

A 618 139 988 222 582 131 540 121 773 174 306 69

B 1007 226 582 131 988 222 870 196 773 174 773 174C 618 139 247 56 653 147 540 121 306 69 773 174

64.0210'-0''

9xTS 213.11xTSV2131xTSK213.1

D 228 51 653 147 247 56

42 9

209 47 306 69 306 69

39 9

A 629 141 1023 230 572 129 551 124 835 188 266 60

B 1040 234 572 129 1023 230 953 214 835 188 835 188

C 629 141 234 53 685 154 551 124 266 60 835 18869.9

229'-4''

10xTS 213.1

1xTSV2131xTSK213.1

D 218 49 685 154 234 53

42 9

149 33 266 60 266 60

42 9

A 673 151 1092 245 594 134 595 134 933 210 257 58

B 1107 249 594 134 1092 245 1073 241 933 210 933 210

C 673 151 254 57 752 169 595 134 257 58 933 21075.8

248'-8''

11xTS 213.1

1xTSV213

1xTSK213.1D 239 54 752 169 254 57

43 10

117 26 257 58 257 58

45 10

C

III

B

III

D

A

9 0 °

10.0 m / 32'-10''

10.0

m

/32'-10''


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02.01 1/1 Crane transport


SK / SN •è è• 1.2 / 00 10.02.

02.01 c:\eigene

Grúa Torre Terex SKS575

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Transcript of Grúa Torre Terex SKS575