41 22 13.13-002 Bp 6 TPS Bridge Crane - Returned Revise Resubmit

Garney Construction 

785 E Warren 

Gardner, KS 66030 

Phone: 816-278-5950 

Fax: 816-278-5931 

SUBMITTAL ITEM 

O. 41 2213.13-002 

PACKAGE O: 41 2213.13 

TITLE: 

PROJECT: 

DRAWIG: 

STATUS: 

BIC: 

Bp 6 TPS Bridge Crane 

Ward County Pump Station Project 

R&R 

KC 

REQUIRED START: 

REQUIRED FIISH: 

DAYS HELD: 0 

DAYS ELAPSED: 18 

DAYS OVERDUE: 0 

RECEIVED FROM 

KC DOP 

SET TO 

FNI 

NL 

RETURED BY 

FNI NL 

FORWARDED TO 

KC DOP 

Revision 

o. Description / Remarks Received Sent Returned Forwarded Status Sepias Prints 

Drawing 

Date HeldElapsed 

001 Bp 6 TPS Bridge Crane 5/21/2012 5/22/2012 6/8/2012 6/8/2012 R&R 0 0 0 18 

Dan, 

This is a copy of your returned bridge crane submittal for the Ward County Transmission Pump Station. It has been returned 

for corrections. Please provide the following for a resubmittal: 

Rebecca Sandoval's Review: 

Refer to James Johnson for additional comments. 

1. Not Approved. Provide Additional Information. Revise and Resubmit. 

2. Provide data sheets for miscellaneous equipment (disconnect, cable, pushbutton station, etc.) as indicated in section 41 22 

13.13-1, 1.03.A.1.c. Data sheets shall clearly indicate the model number being provided. 

3. Provide motor cut sheets. Data sheets shall clearly indicate the model number being provided. 

4. Motors shall be rated for 30 minute duty. 

James Johnson's Review: 

1) Not approved 

2) Verify hoist can lift from 2645.0' to 2680.3' 

3) Can hoisting speed of 15/45 fpm be provided. If not then the lower range shown is acceptable. 

4) Trolley traversing speed of 65 fpm is to fast. Provide 15/45 fpm 2-speed or variable speed. 

5) Bridge traversing speed of 100 fpm is to fast. Provide 15/45 fpm 2-speed or variable speed. 

6) Add Service Platform/Catwalk. It shall be lcoated along the full length of the drive girder on the opposite side the bridge 

festoon. The platform shall have safety rails and shall provide easy access to control panels, grease fittings, trolleys, hoist, 

motors, etc. The service platform shall be located on the side of the bridge that faces the electrical room and the bridge 

access platform. Coordinate the height of the platform with the bridge access platform. 

Thanks, 

Expedition ® 



Submittal o. 41 2213.13-002 

This submittal has been reviewed and approved with respect to 

the contract documents and specification section41 2213.13 

Approval or acceptance of the submittal does not relieve the 

vendor of their responsibility to comply with the contract 

documents. 

Supplier/Sub: KC


785 E Warren 

Gardner, KS 66030 

Phone: 816-278-5950 

Fax: 816-278-5931 

SUBMITTAL ITEM 

O. 41 2213.13-002 

PACKAGE O: 41 2213.13 

TITLE: 

PROJECT: 

DRAWIG: 

STATUS: 

BIC: 

Bp 6 TPS Bridge Crane 


OPN 

FNI 

REQUIRED START: 

REQUIRED FIISH: 

DAYS HELD: 0 

DAYS ELAPSED: 1 

DAYS OVERDUE: 0 

RECEIVED FROM 

KC DOP 

SET TO 

FNI 

NL 

RETURED BY 

FNI NL 

FORWARDED TO 

KC DOP 

Revision 

o. Description / Remarks Received Sent Returned Forwarded Status Sepias Prints 

Drawing 

Date HeldElapsed 

001 Bp 6 TPS Bridge Crane 5/21/2012 5/22/2012 OPN 0 0 0 1 

Please mark submittal RUSH. 

To whom it may concern: 

This submittal contains information and shop drawings pertaining to specification section 41 22 13.13, Bridge Cranes. 

Please note: 

1. This submittal contains the crane components, shop drawings, and electrical components, but the electrical and control 

wiring schematics will be submitted under a separate cover at a later date. 

2. Factory test will be followed per section 41 22 13.13-1.02.C 

3. Manufacturer's Representative for Startup and Testing will be provided per section 41 22 13.13-1.02.D. 

If you have any questions or need any additional information please contact Luke Messer at 816-536-7187. 

Thanks, 



Submittal o. 41 2213.13-002 

This submittal has been reviewed and approved with respect to 

the contract documents and specification section41 2213.13 

Approval or acceptance of the submittal does not relieve the 

vendor of their responsibility to comply with the contract 

documents. 

Supplier/Sub: KC 

Date: ______________ Reviewed by: _________________ 

Expedition ®

Calculation number: 

DO12041702 

Printed by .................... PRGDOP 

Printing date: ............. 05/22/2012 

Printing time: ............ 7:33 AM Page: 1 (2) 

CRANE DATA 

1 General 

Crane type ..............................................................................CXTD20-TON x 39ft Hol:25.77ft 

Span ..........................................................................................39'-0" 

Crane load (SWL) ...............................................................40 000 lbs 

Number of hoists ................................................................1 pc 

Hoist 1 

Trolley type ........................................................................Standard 

Hoist load ..........................................................................40 000 lbs 

Hoisting height .............................................................25'-9 1/8" [max 36'-1 1/16" ] 

Hoist type .........................................................................CXT60410200P74FED0F 

Hoist group ......................................................................FEM M4 (1Am) 

Hoisting speed ..............................................................19/3.3 ft/min 2 - speed 

Trolley traversing speed ..............................................65 ft/min Stepless 

Weight of one hoist and trolley ..............................3 030 lbs 

Trolley rail gauge...............................................................5'-6 15/16" 

Crane use ................................................................................Indoor 

Crane group ...........................................................................CMAA C 

Bridge traveling group .....................................................FEM M5 (2m) 

Bridge traveling speed......................................................100 ft/min 

Stepless 

Dynamic coefficient for load .......................................1.15 

Dynamic coefficient dead load ...................................1.10 

Crane acceleration time..................................................4.7 s 

Weight of crane (with hoists) .......................................14 280 lbs 

Weight of crane bridge (without hoists) .................11 250 lbs 

Weight of one end carriage ...........................................790 lbs 

Weight of one crane traveling machinery .............40 lbs 

Weight of bridge panel ....................................................60 lbs 

Weight of one main girder ............................................4 430 lbs 

Weight of crane service platform ................................N/A 

Note! The maximum current of crane includes the starting current of hoisting motor(s) 

and nominal current of trolley and bridge traveling motors. The nominal current of 

crane includes the nominal current of hoisting, trolley and bridge motors. Maximum or 

nominal currents of crane do not include the currents of additional accessories, such as 

lamps, magnets etc.






Main girder type (Profile) .............................................W24x104-MatA572 

Service platform type........................................................N/A 

Surface preparation / painting type ........................Standard / RAL1028 

2 Electrical 

Main voltage .........................................................................460 V /60 Hz 

Control voltage .....................................................................115 V 

Nominal power of crane .................................................32.2 hp 

Main fuse size at bridge panel ...................................60 A 

Maximum current of crane *) ........................................215.2 A 

Nominal current of crane *) ...........................................46.2 A 

Power factor at starting current .................................0.55 

Power factor at nominal current ...............................0.92 

Note! The maximum current of crane includes the starting current of hoisting motor(s) 

and nominal current of trolley and bridge traveling motors. The nominal current of 

crane includes the nominal current of hoisting, trolley and bridge motors. Maximum or 

nominal currents of crane do not include the currents of additional accessories, such as 

lamps, magnets etc.






COMPONENTS AND ADDITIONAL FEATURES DATA 

1 Selected components and additional features 

(Included in the component package) 

Electric hoist 1: 1 x CXT60410200P74FED0F 

- 1 pcs Overload protector (HS03) 

- 1 pcs Drum brake (HS07); STD 

- 1 pcs Mechanical overload device (LOA08) 

- 1 pcs Trolley travel inverter braking resistor type (FC02); STD 

End Carriages: 2 x ECN20B1264SL41180B0552-N 

- Joint: P-TOP-L_-STD-S 

- Buffer: D2240 

- 1 pcs End carriages with primer paint only (PAI05); S 

Traveling machinery: 2 x GES472PS3BOF06LB200-6460N 

Bridge panel: 1 x CRANELP7-1QM400-76JE 

- 1 pcs 2-step limit switch, bridge traveling (slow+stop) (LIM12); YES 

- 1 pcs Stainless steel bridge control panel (PAN04) 

- 1 pcs Bridge travel inverter braking resistor type (FC03); DMHR01F90 

Trolley speed control (Hoist 1): 1 x DYNADRIVE022FXXTNS 

Bridge speed control: 1 x DYNAMOVE3-002FTXXB0S 

Trolley power supply [- festoon] package: 1 x QQSMD14M60P776119- 

- 1 pcs Sticker set (ST09); 4 

- 1 pcs Length of hoist cable free end to bridge panel(E1) (PS22); 7200 

- 1 pcs Length of hoist cable free end to hoist panel (E2) (PS23); 6200 

-AddNam (AddLm_Cod); AddFeaSubVar 

Push button station: 1 x PENDAX08-2221NC00-076P0

Calculation number: ... DO12041702 

Printed by ...................... PRGDOP 

Printing date: ................ 05/22/2012 

Printing time: ................. 7:33 AM Page: 2 (2) 

- 1 pcs Plug-in connector for pendant cable (ELE16); PE3 

2 NOT selected components 

(NOT included in the component package) 

3 Local additional features 

(Supplied locally. NOT included in the component package)






CRANE WHEEL LOAD DATA 

1 Wheel load drawing 

2 Crane information 

Crane type CXTD20-TON x 39ft Buffer type 

D2240 

Hol:25.77ft 

Span (Spa) 39'-0" Wheel base (Wb) 9'-8 1/4" 

Load (SWL) 40 000 lbs Crane rail in calculati ASCE40 

Crane group CMAA C Wheel groove 2 1/2" 

Crane speed 100 ft/min Guide Rol – wheel Dis 0" 

Note! The inertia forces are acting on the crane structure only during acceleration 

and deceleration of the crane movement. Inertia forces and guiding forces do not act 

simultaneously. Guiding force S can also locate in wheel NR4.






Crane weight 14 280 lbs Crane travel limit switc2-step 

3 Hoist information 

Hoist Hoist type Hoist group Hoisting speed 

Hoist 1 Main CXT60410200P7 FEM M4 (1Am) 19/3.3 ft/min 

Hoist 1 Aux 

4 Vertical wheel loads 

Wheel NR1 NR2 NR3 NR4 NR5 NR6 NR7 NR8 

Rmax 10.6 10.0 - - 11.9 12.9 - - 

Stc 

kips kips 

kips kips 

Rmin Stc - - 2.1 kips 2.1 kips - - 2.2 kips 2.3 kips 

Rmax 12.1 11.4 - - 13.6 14.8 - - 

Dyn 

kips kips 

kips kips 

Rmin 

Dyn 

- - 2.4 kips 2.3 kips - - 2.5 kips 2.6 kips 

5 Horizontal wheel loads (according to DIN 4132 + 15018 and FEM) 

5.1 Inertia forces (from driving mechanism HM2 = 1.6 kips 

5.2 Max. Wheel loads along each crane runway Kr = 0.7 kips 

5.3 Buffer force for dimensioning the crane runway end stopBf = 9 kips 

5.4 Forces coming from skewing 

5.4.1 Guiding (contact) force (S= HS2 +….+HS8) S = 5.0 kips 

5.4.2 Friction forces due to oblique travel 

Wheel NR1 NR2 NR3 NR4 NR5 NR6 NR7 NR8 

HSNR= 

kips 

1.4 3.1 0.3 0.6 -1 0.7 -0.2 0.1 

Note! The inertia forces are acting on the crane structure only during acceleration 

and deceleration of the crane movement. Inertia forces and guiding forces do not act 

simultaneously. Guiding force S can also locate in wheel NR4.






TROLLEY WHEEL LOAD DATA 

Hoist 1 

1 General 

Hoist load (SWL) ................................................................40 000 lbs 

Hoisting height .................................................................25'-9 1/8" [max 36'-1 1/16" ] 

Hoist type .............................................................................CXT60410200P74FED0F 

Hoist group .........................................................................FEM M4 (1Am) 

Trolley traversing duty group ......................................FEM M5 (2m) 

Hoisting speed ...................................................................19/3.3 ft/min 2-speed 

Trolley traversing speed ..................................................65 ft/min Stepless 

Weight of hoist and trolley ...........................................3 030 lbs 

2 Wheel load drawing 

3 Wheel load data 

Distance between wheel centers (L15).....................4'-11" 

Trolley rail gauge (Gau__)..............................................5'-6 15/16"






Static Wheel load (load + trolley / trolley only) (NR1) 12 096 lbs / 887 

lbs 

Static Wheel load (load + trolley / trolley only) (NR2) 11 903 lbs / 546 

lbs 

Static Wheel load (load + trolley / trolley only) (NR3) 9 591 lbs / 986 lbs 

Static Wheel load (load + trolley / trolley only) (NR4) 9 438 lbs / 607 lbs 

Dynamic Wheel load (load and trolley wgt.) (NR1) 13.9 kips 



Dynamic Wheel load (load and trolley wgt.) (NR4) 10.8 kips






ELECTRICAL COMPONENT DATA 

1 General 


Crane main / control voltage.......................................460 V /60 Hz / Control 115 V 

Nominal power of crane .................................................32.2 hp 

Maximum / nominal current of crane *) ................215.2 A / 46.2 A 

Power factor at starting / nominal current .........0.55 / 0.92 

2 Bridge panel 

Bridge panel type ...............................................................CRANELP7-1QM400-76JE 

Bridge panel length / weight (preliminary)........3'-11" / 60 lbs 

Main fuse size at bridge panel ...................................60 A 

3 Hoist speed control 

Hoist 1 

Type MAIN.........................................................................2 – speed 

Control method / Location .........................................2SP / Trolley panel 

4 Trolley speed control 

Hoist 1 

Type ........................................................................................DYNADRIVE022FXXTNS, stepless 

Control method / Location .........................................EP / Trolley panel 

Adjusted acceleration time .........................................3.6 s 

Nominal current margin ............................................1.4 

Maximum current margin .........................................1.1 

5 Bridge speed control 

Type ...........................................................................................DYNAMOVE3-002FTXXB0S, stepless 

Voltage ......................................................................................460 V 

Control method / Location ............................................EP / Bridge panel 

Adjusted acceleration time ............................................5.2 s 

Nominal current margin ...............................................1.1 

Maximum current margin ...........................................1.1






6 Trolley power supply [festoon] 

Hoist 1 

Type ........................................................................................QQSMD14M60P776119- 

Hoist main power cable type .....................................FC0604 FLAT 

Distance between cable trolleys ...............................6'-0" 

Cable trolley type ............................................................KC-023571 

Free cable length at bridge panel end .................23'-7" 

Free cable length at hoist panel end ....................20'-4" 

Voltage drop of trolley power supply ....................






MOTOR DATA 

1 General 


Span ..........................................................................................39'-0" 


Crane voltage ........................................................................460 V 

2 Hoisting motor 

Hoist 1 

Motor code .......................................................................P7 

Motor type ........................................................................1 x MF13X-106 

Synchronized speed ....................................................3 600 / 600 r/min 

Duty group ......................................................................FEM M4 (1Am) 

Nominal power .............................................................28.2/4.7 hp 

Duty factor ......................................................................60 % ED 

Starting torque (High Speed) ..................................84.1 lbf-ft 

Starting current (High Speed) ................................207.0 A 

Nominal current (High Speed) ..............................38.0 A 

Power factor at starting current ...........................0.55 

Power factor at nominal current .........................0.92 

3 Trolley traversing motor 

Hoist 1 

Motor type ...........................................................................MF06LA20P 

Motor voltage .....................................................................264 V 

Number of motors ............................................................2 ps 

Synchronized speed .......................................................1 800 / r/min 

Nominal speed ..................................................................1 830 / r/min 

Duty group ..........................................................................FEM M5 (2m) 

Nominal power ................................................................0.5 hp 

Duty factor .........................................................................40 % ED 

Starting torque (High Speed) .....................................5.2 lbf-ft 

Starting current (High Speed) ...................................3.4 A 

Note! The supplied motor data plates have typically power and current values labeled 

for 40%ED (S3) use and hoisting motor for FEM M4 (1Am) duty. Therefore the data plate 

values might vary from the above-calculated actual values, which are based on the 

actual use and duty group of the crane.






Nominal current (High Speed) .................................1.9 A 

4 Bridge traveling motor 

Motor type ................................................................................... MF06LB200 

Motor voltage.............................................................................. 460 V 

Number of motors .................................................................... 2 ps 

Synchronized speed ............................................................... 3 600 / r/min 

Nominal speed .......................................................................... 3 370 / r/min 

Duty group .................................................................................. FEM M5 (2m) 

Nominal power ......................................................................... 1.5 hp 

Duty factor .................................................................................. 40 % ED 

Starting torque (High Speed) ............................................. 7.7 lbf-ft 

Starting current (High Speed) ........................................... 3.4 A 

Nominal current (High Speed) ......................................... 2.2 A 

Note! The supplied motor data plates have typically power and current values labeled 

for 40%ED (S3) use and hoisting motor for FEM M4 (1Am) duty. Therefore the data plate 

values might vary from the above-calculated actual values, which are based on the 

actual use and duty group of the crane.






END CARRIAGE AND TRAVELING MACHINERY DATA 

1 General 


Span ..........................................................................................39'-0" 


2 End carriage 

End carriage type ...............................................................ECN20B1264SL41180B0552-N 

Bridge traveling group .....................................................FEM M5 (2m) 

Maximum static wheel load ........................................12.9 kips 

Maximum dynamic wheel load .................................14.8 kips 

Maximum wheel load along rail ..............................0.7 kips 

CMAA Equivalent durability wheel load - Pe ..9 162 lbs 

CMAA Guide for max. durability wheel load - P 13 133 lbs > Pe 

Wheel Hardness ...................................................................280.0 BHN 

Runway rail type ..............................................................ASCE40 

Minimum allowed wheel diameter ..........................7 1/16" 

Calculated bearing life time ........................................71 950 h 

Bending stress of end carriage .....................................8.7 ksi 

Deflection of end carriage .............................................0" 

Wheel groove .........................................................................2 1/2" 

Joint type ...............................................................................P-TOP-L_-STD-S 

Buffer type .............................................................................D2240 

Buffer length ........................................................................2 5/8" 

Buffer diameter ...................................................................3 1/8" 

Buffer center from top of crane rail .........................5 7/8" 

3 Traveling machinery 

Machinery type ...................................................................GES472PS3BOF06LB200-6460N 

Number of traveling machinery ................................2 pc 

Nominal power of motor (High / Low Speed) ......1.5 hp






Synchronized speed of motor (High / Low Speed) 3 600 / r/min 

Nominal speed of motor (High / Low Speed) .......3 370 / r/min 

Nominal torque of motor (High Speed) ...................2.3 lbf-ft 

Gear ratio ...............................................................................72.8 

Nominal bridge speed (High / Low Speed)............100 ft/min 

Practical bridge speed (High Speed) .........................99.0 ft/min 

Stepless 

Acceleration time ...............................................................5.2 s (< 4.7 s) 

Electrical braking distance ..........................................5'-1 1/4" 

Mechanical braking distance ......................................2'-0" 

Thermal loading per motor ..........................................0.81 hp 

Number of starts per hour .............................................N/A 

Torque margin .....................................................................1.52 (>=1) 

Power margin .......................................................................1.82 (>=1)






MAIN GIRDER DATA 

1 Main girder data 


Main girder type code (Profile) ..................................W24x104-MatA572 

Flange width (B__)..............................................................1'-3/4" 

Girder height (H__) ............................................................2'-1/16" 

Thickness of web (T1_) ....................................................1/2" (Material: 50.0 ksi) 

Thickness of bottom flange (T2_)................................3/4" (Material: 50.0 ksi) 

Thickness of top flange (T4_)........................................3/4" (Material: 50.0 ksi) 

Actual web height at girder end (JoiMinWebHgtT1_) 1'-11 5/16" 

Min. web height at girder end (MinWebHgt) .......4 5/16" 

Trolley rail type (item 10) ............................................2"x1" 

Trolley end stop distance from runway rail center Panel s.: 0" / Non panel s.: 

3/16" 

2 Main girder dimensions 

Note! The shape of girder end is not to scale and not according to crane layout.






3 Main girder welding 

Main girder welding ........................................................CSW01_1B1 – standard crane welding 

Trolley rail welding .........................................................Step weld - Indoor use 

4 Main girder (and service platform) weights and area 

Number or main girders .................................................2 ps 

Weight or one main girder / length unit ..............112 lbs/ft 

Weight of one main girder ............................................4 430 lbs 

Weight of crane service platform ................................N/A 

Service platform type........................................................N/A 

Surface area of main girder .........................................760 ft² 

Surface area of crane service platform ...................N/A 

5 Calculated values 

Vertical deflection (load and trolley) ......................15/32" < 17/32" 

Vertical deflection (overall)..........................................17/32" < 1 13/32" 

Horizontal deflection .......................................................1/16" < 15/16" 

Vertical frequency without load ................................10.91 > 2.00 Hz 

Vertical frequency with load .......................................4.31 > 2.47 Hz 

Horizontal frequency .......................................................4.2 > 1.80 Hz 

Max allowed buffer force ...............................................37.0 kips 

Lateral buckling factor ...................................................0.90






Note! The surface areas include the multipliers for painting wastage (i.e. the 

area is not actual area if the wastage multiplier is not =1). The surface area of 

main girder includes the area of end carriages.






6 Calculated values 


Main girder type code (Profile) ..................................W24x104-MatA572 

Points Normal Shear Flange X Flange Z Equivalen Allowed Eq. 

t 

1 -12.4 0 12.4 30.0 

2 11.6 0 11.6 30.0 

3 11.5 0 11.5 30.0 

4 -9.6 0 9.6 30.0 

5 -10 -1.2 -6.5 10.1 30.0 

6 11.5 -1.2 11.5 30.0 

7 

8 

All values in ksi 

7 Stress calculation points 

Single Girder 

PROFILE 

Double 

Girder 

Single 

Girder 

BOX 

Double 

Girder 

BOX





Printing time: ............ 7:32 AM Page: 5 (5)

CLDB01B2 

LOWEST POINT OF ROOF OR OTHER EQUIPMENT (LIGHTS...) 

11’-2 1/8" 31’-1 1/8" 

5’-7 1/8" 

5’-3 1/8" 

9’-8 1/4" 

25’-6" 

5’-6 7/8" 

3’-2 1/4" 

Min. 8" 

26’-7 1/4" 2’-1" 

A 

A 

3’-3" 

25’-5" 

CXT60410200P7 

CABLE CHANNEL 

5’-0" 4" 

25’-9 1/8" 

Min. 2" 

Min. 1 1/8" 

20 Ton 

Min. 3’-0" Min. 3’-0" 

39’-0" 

Max. 1’-1 3/4" 

RAIL ASCE40 

Max. 5 7/8" 

3’-4 7/8" 

Min. 8" 

RAIL ASCE40 

MAX. STATIC WHEEL LOAD 12.9 kips 

3’-11 1/4" 

1’-9 3/4" 

3’-11 1/4" 

ECN20B1264SL41180B0552-N 

INDICATE NORTH DIRECTION 

IMPORTANT 

TECHNICAL DATA 

MODIFY, IF REQUIRED, AND APPROVE ONE 

SET OF PRINTS AND RETURN WITHIN TWO 

WEEKS OF DRAWING DATE. ANY DELAY IN 

RETURNING AN APPROVED PRINT MAY MEAN 

A DELAY IN SHIPMENT. 

APPROVED______________________ 

BY____________________________ 

DATE__________________________ 

= = 

LOAD........................................ 

SPAN........................................ 

LIFTING HEIGHT..................... 

HOISTING SPEED................... 

TROLLEY SPEED.................... 

BRIDGE SPEED...................... 

WEIGHT OF TROLLEY............ 

WEIGHT OF BRIDGE.............. 

POWER SUPPLY..................... 

CRANE GROUP....................... 

PART LIST 

A-A 

4" 

4" 

2’-4" 

3 1/4" 

20 Ton 

39’-0" 

25’-9 1/8" 

19/3.3 ft/min 2-SPEED 

65 ft/min STEPLESS 

100 ft/min STEPLESS 

3030 lbs 

11250 lbs 

460 V / 115 V / 60 Hz 

CMAA C 

5 7/8" 

39’-9 5/8" 

CUSTOMER ORGANIZES SAFE 

PLATFORM FOR CRANE SERVICE 

DRAWING NOT IN SCALE 

DOP/PRG 

4/17/2012 20 Ton CXTD Crane 

20 Ton Crane (TPS) 

DO12041702

SPARE PART CATALOGUE FOR 

CXT PUSHBUTTON CONTROLLER 

Ver. 4, Modified 27/01/2004 

Konecranes 

Konecranes reserves the right to alter or amend the above information without notice. 1

Pushbutton controller 

Konecranes 


POS ITEM CODE DESCRIPTION SPECIFICATION PCS/ 

PENDANT TYPE 

06 08 12 

1 52299990 SLEEVE CABLE SLEEVE 1 1 1 

4 52292954 BUTTON ESTOP 1 1 1 

5 52292949 BUTTON BUTTON ON/HORN 1 1 1 

6 52299970 COVER COVER-8 UPPER 1 1 

6 52299974 COVER COVER-12 UPPER 1 

7 52299987 COVER PLATE FOR 3+3 CONT. 1 1 2 

8 52292951 CONTACT BLOCK CONTACT NC 1 1 1 

9 52292950 CONTACT BLOCK CONTACT NO 2 2 2 

10 52299969 COVER COVER-8 LOWER 1 1 

10 52299973 COVER COVER-12 LOWER 1 

11 52299962 BUTTON BUTTON ARROW BL D 2 3 3 

12 52299964 BUTTON BUTTON ARROW WH D 2 3 3 

13 52299959 BUTTON BUTTON RUBBER DOUBLE 2 3 3 

14 52299960 PLATE BUTTON PLATE DOUBLE 2 3 3 

15 52292952 CONTACT BLOCK CONTACT 2ST 2DIR 2 3 3 

16 52299989 PLUG BLANKING PLUG 2 3 

17 52312604 PENDANT CONTROLLER PBQ062202D00-N 1 

17 52312605 PENDANT CONTROLLER PBQ082222D00-N 1 

17 52312606 PENDANT CONTROLLER PBQ122222DV3-N 1 

19 52292955 SWITCH SELECTOR I,I+II,II 1 

20 52313929 CLAMP CABLE FIXING CLAMP 1 1 1 

ON-HORN complete consist of parts 5, 7, 9 

E-STOP complete consist of parts 4, 7, 8 

OPTIONAL PARTS: 

POS ITEM CODE DESCRIPTION SPECIFICATION PENDANT TYPE 

06 08 12 

1 52299991 SLEEVE CABLE SLEEVE SILICONE X X X 

5 52299965 BUTTON BUTTON RUBBER SINGLE X X X 

5 52299966 BUTTON BUTTON ARROW BLS X X X 

5 52299967 BUTTON BUTTON ARROW WH S X X X 

7 52299986 PLATE PLATE FOR 2+2 CONT. X X X 

7 52299988 PLATE PLATE FOR 3 CONT. X X X 

15 52292953 CONTACT BLOCK CONTACT 1ST 2DIR X X X 

19 52299952 SWITCH SELECTOR 0,1 SPR X X X 

19 52299343 SWITCH SELECTOR 0,1 X X X 

19 52299344 SWITCH SELECTOR 1,0,2 SPR X X X 

19 52299346 SWITCH SELECTOR 0,1 KEY X X X 

19 52299954 SWITCH SELECTOR 0.1 KEY SPR X X X 

52298180 HOLDER LAMP HOLDER X X X 

52299956 LIGHT LAMP RED X X X 

52299957 LIGHT LAMP YELLOW X X X 

52299958 LIGHT LAMP GREEN X X X 

52292512 DISPLAY CID-DISPLAY X X X 

52293292 CABLE CABLE FOR DISPLAY X X X 

52310637 STICKER SEN/FI X X X 

52311235 STICKER US/AUS X X X 

Konecranes

41 22 13.13-002 Bp 6 TPS Bridge Crane - Returned Revise Resubmit

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