INFORMATION joint 1100 wheel centres ... (with bogie extension pieces) is ... dl-tlg600 powered...
Transcript of INFORMATION joint 1100 wheel centres ... (with bogie extension pieces) is ... dl-tlg600 powered...
Project Eng:
Checking Eng:
Drawing No.
Project
Design Eng:
Drawn by:
Drawing Title
Rev.
Copyright c Dorman Long Technology
DO NOT SCALE
NOTES
Scales(At A3)
This drawing has been produced by Dorman Long Technology in accordance with the instructions of the client for their sole and specific use.
Dorman Long Technology shall not be liable for the use of any informationcontained on this drawing for any purpose other than that for which it was specifically prepared and provided.
Should there be any doubt regarding the interpretation of any information given on this drawing, enquiries should be directed to Dorman Long Technology at the address given below before executing such part of the works.
Drawing Status
Original Drawing size: A3
Dorman Long TechnologyThe Charles Parker Building
Midland Road, Higham FerrersNorthamptonshire, NN10 8DN
United KingdomTel: +44 (0) 1933 319133Fax: +44 (0) 1933 319135
www.dormanlongtechnology.com
DL-TLG600TELESCOPIC LIFTING GANTRY
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INFORMATION NTS
4-POINT TELESCOPIC LIFTING GANTRYGENERAL ARRANGEMENT AND SPECIFICATION
DL-TLG600-001 BC:\VaultWorkspace\Designs\_R00\_R058 DL-TLG600 TELESCOPIC GANTRY\DL-TLG600-001.idw
MAIN FEATURES
600 TONNES LIFTING CAPACITY ON FOUR LIFTING UNITS 150 TONNES LIFTING CAPACITY PER LIFTING UNITHIGH HORIZONTAL LOAD CAPACITYADJUSTABLE TRACK WIDTH FOR INCREASED STABILITYTRACKS CAN BE AT DIFFERENT LEVELSCENTRAL WIRELESS CONTROL OF ALL FUNCTIONSACCURATE ADJUSTMENT OF THE LOAD POSITION TO +/-1mm IN ALL DIRECTIONSALL COMPONENTS SUBJECT TO STATIC TEST AT 125% OF SWL AND DYNAMIC TESTS OF ALL
FUNCTIONS AT 110% OF SWL IN ACCORDANCE WITH APPROPRIATE EUROPEAN DIRECTIVESALL COMPONENTS AND COMPLETE DL-TLG600 SYSTEM CE MARKED IN ACCORDANCE WITH
APPROPRIATE EUROPEAN DIRECTIVESALL COMPONENTS SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS
SPECIFICATION FOR DL-TLG600, 4-POINT LIFT SYSTEM
MAXIMUM SAFE WORKING LOAD (SWL) AT TOP OF
TELESCOPIC CYLINDERSSTAGE 1 = 600 TONNES @ 100 BAR WORKING PRESSURESTAGE 2 = 600 TONNES @ 140 BAR WORKING PRESSURESTAGE 3 = 400 TONNES @ 140 BAR WORKING PRESSURESEE DRAWINGS DL-TLG600-005-01 AND 02 FOR LIFTING ARRANGEMENTS AND DUTY CHARTS
STATIC TEST LOAD = 1.25 x SWL + MAXIMUM HORIZONTAL LOAD (TESTS CARRIED OUT AT FULL EXTENSION FOR EACH TELESCOPIC CYLINDER STAGE)
DYNAMIC TEST LOAD = 1.10 x SWL (TESTS CARRIED OUT FOR EACH TELESCOPIC CYLINDER STAGE AND FOR ALL FUNCTIONS)
MAXIMUM HORIZONTAL LOAD = 5% OF VERTICAL LOAD IN ANY DIRECTION (SEE OPERATION AND MAINTENANCE MANUAL FOR DETAILS)
MAXIMUM SLOPE OF TRACK = 1% IN ANY DIRECTION (BOTH TRACKS AT SAME SLOPE WITHIN TOLERANCES SPECIFIED IN OPERATION AND MAINTENANCE MANUAL)
MAXIMUM TRANSVERSE SLOPE OF HEAD BEAM = +/- 1%
MAXIMUM WHEEL LOAD = 41 TONNES
LIFTING AND LOWERING SPEED OF TELESCOPIC CYLINDER = 0.5 m/minute (FAST) AND 0.1 m/minute (SLOW) - CONSTANT FOR ALL TELESCOPIC CYLINDER STAGES
LONGITUDINAL MOVEMENT SPEED OF DL-TLG600 LIFTING UNITS = 3.0 m/minute (FAST) AND 1.0 m/minute (SLOW)
TRANSVERSE MOVEMENT SPEED OF DL-TLG600 POWERED TROLLEYS = 0.5 m/minute
POWER SUPPLY = 380-420 VOLTS AT 50 Hz OR 440-480 VOLTS AT 60 Hz, 3 PHASE + EARTH
MAXIMUM POWER CONSUMPTION = 15 kW RUNNING PER DL-TLG600 LIFTING UNIT
CONTROL FOR ALL FUNCTIONS = CENTRAL WIRELESS CONTROL CONSOLE OR CONTROL PANEL AT THE CENTRAL CONTROL UNIT OR LOCAL CONTROL PANEL AT EACH DL-TLG600 LIFTING UNIT
OPERATING TEMPERATURE = -20 TO +45 °CSUBJECT TO HYDRAULIC OIL GRADE USED
ALL COMPONENTS OF DL-TLG600 SYSTEM SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS
LONGITUDINAL
TRANSVERSE
2 No. DL-TLG600 POWERED TROLLEYS PER HEAD BEAMWITH CHAIN DRIVE FOR SECURE LATERAL MOVEMENT.SAFE WORKING LOAD 150 TONNES PER UNITSEE DRG DL-TLG600-003-01
DL-TLG600HEAD BEAM TO SUIT TRACKCENTRES UP TO 11.3mSEE DRGS DL-TLG600-003-01 & 02
4 No DL-TLG600 LIFTING UNITS EACHWITH 3 STAGE TELESCOPIC CYLINDERSAFE WORKING LOAD.150 TONNES, 150 TONNES AND 100 TONNES PER UNIT FOR TELESCOPIC CYLINDERS STAGES 1, 2 AND 3SEE DRG DL-TLG600-002.
DL-TLG600 STANDARD TRACK SECTIONSAVAILABLE IN 2.8m AND 5.6m LENGTHSSEE DRG DL-TLG600-004.
POWER IN (BY OTHERS)60 kW MAX RUNNING
CENTRAL CONTROL UNIT(BY DLT) COMPRISING POWER DISTRIBUTIONCABINET AND PLC CABINET
WIRELESS CONTROL CONSOLELINKED TO CENTRAL CONTROL UNIT
NOTE:HEAD BEAMS WITH POWERED TROLLIES SHOWN.HEAD BEAMS WITH STATIC HANGERS AVAILABLE.SEE DRG DL-TLG600-003-02
STAGE 3CAPACITY : 100 Tonnes (EACH UNIT)
MAX % TIPPING = 65%
STAGE 2CAPACITY : 150 Tonnes (EACH UNIT)
MAX % TIPPING = 53%
STAGE 1CAPACITY : 150 Tonnes (EACH UNIT)
MAX % TIPPING = 64%
STAGE 0
DIMENSIONS FOR OPERATION
UNIT FOLDED FOR TRANSPORT
DETAIL 01WHEEL DETAIL
DIMENSIONS FOR TRANSPORT
Project Eng:
Checking Eng:
Drawing No.
Project
Design Eng:
Drawn by:
Drawing Title
Rev.
Copyright c Dorman Long Technology
DO NOT SCALE
NOTES
Scales(At A3)
This drawing has been produced by Dorman Long Technology in accordance with the instructions of the client for their sole and specific use.
Dorman Long Technology shall not be liable for the use of any informationcontained on this drawing for any purpose other than that for which it was specifically prepared and provided.
Should there be any doubt regarding the interpretation of any information given on this drawing, enquiries should be directed to Dorman Long Technology at the address given below before executing such part of the works.
Drawing Status
Original Drawing size: A3
Dorman Long TechnologyThe Charles Parker Building
Midland Road, Higham FerrersNorthamptonshire, NN10 8DN
United KingdomTel: +44 (0) 1933 319133Fax: +44 (0) 1933 319135
www.dormanlongtechnology.com
DL-TLG600 TELESCOPIC LIFTING GANTRY
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INFORMATION AS SHOWN
DL-TLG600 TELESCOPIC LIFTING UNITGENERAL ARRANGEMENTAND SPECIFICATION
DL-TLG600-002 AC:\VaultWorkspace\Designs\_R00\_R058 DL-TLG600 TELESCOPIC GANTRY\DL-TLG600-002.idw
01
1900
1600
ST
RO
KE
1900
2000
ST
RO
KE
2000
ST
RO
KE
9075
(M
AX
IMU
M)
7475
(M
AX
IMU
M)
1100
5475
(M
AX
IMU
M)
1100
3475
(M
INIM
UM
)UNDERSIDE
OF HEAD BEAM
ROCKER JOINT
1100 WHEEL CENTRES1490 OVERALL
1900 WHEEL CENTRES
400
2290 OVERALL
1118 FORK LIFT SLOTS
1970 BOGEY CENTRES
225 225 225 225
350WHEEL
3485
MIN
IMU
M
50
505
HYDRAULIC OIL TANK
TURNING RAM RETRACTEDOR REMOVED FOR TRANSPORT
64°
45 25
2150
ELECTRIC MOTOR ANDHYDRAULIC PUMP
ELECTRIC CABINET WITH LOCAL CONTROL CABINET
4 No DRIVEN WHEELS4 No UN-DRIVEN WHEELSPER UNIT
3105 TELESCOPIC CYLINDER
3910
350
2290 OVERALL(EXTENDED WHEEL CENTRES)
1490 OVERALL
TURNING RAMRETRACTED OR REMOVED FOR TRANSPORT
3 STAGE TELESCOPIC CYLINDER DESIGNEDFOR 5% HORIZONTAL LOAD AT FULL EXTENSION ANDFOR THE STAGES TO EXTEND AND RETRACTIN THE CORRECT SEQUENCE UNDER LOAD
TURNING RAM TO CHANGE BETWEEN TRANSPORTAND OPERATING CONFIGURATIONS
SPECIFICATION FOR DL-TLG600 TELESCOPIC LIFTING UNIT
MAXIMUM SAFE WORKING LOAD (SWL) AT TOP OF TELESCOPIC
CYLINDERSTAGE 1 = 150 TONNES @ 100 BAR WORKING PRESSURESTAGE 2 = 150 TONNES @ 140 BAR WORKING PRESSURESTAGE 3 = 100 TONNES @ 140 BAR WORKING PRESSURESEE DRAWINGS DL-TLG600-005-01 AND 02 FOR DETAILS OF LIFTING ARRANGEMENTS AND DUTY CHARTS
TELESCOPIC CYLINDER WORKING PRESSURE ON RETRACT = 70 BAR
STATIC TEST LOAD = 1.25 x SWL + MAXIMUM HORIZONTAL LOAD (TESTS CARRIED OUT AT FULL EXTENSION FOR EACH TELESCOPIC CYLINDER STAGE)
DYNAMIC TEST LOAD = 1.10 x SWL (TESTS CARRIED OUT FOR EACH TELESCOPIC CYLINDER STAGE AND FOR ALL FUNCTIONS)
MAXIMUM HORIZONTAL LOAD = 5% OF VERTICAL LOAD IN ANY DIRECTION. (SEE OPERATION AND MAINTENANCE MANUAL FOR DETAILS)
MAXIMUM SLOPE OF TRACK = 1% IN ANY DIRECTION (BOTH TRACKS AT SAME SLOPE WITHIN TOLERANCES SPECIFIED IN OPERATION AND MAINTENANCE MANUAL)
THE MAXIMUM % TIPPING FIGURES GIVEN FOR STAGES 1, 2 AND 3 ASSUME 5% HORIZONTAL LOAD AT THE ROCKER JOINT PLUS 1% TRANSVERSE SLOPE OF THE TRACK
MAXIMUM WHEEL LOAD = 41 TONNES
LIFTING AND LOWERING SPEED OF TELESCOPIC CYLINDER = 0.5 m/minute (FAST) AND 0.1 m/minute (SLOW) - CONSTANT FOR ALL TELESCOPIC CYLINDER STAGES
LONGITUDINAL MOVEMENT SPEED OF DL-TLG600 LIFTING UNITS = 3.0 m/minute (FAST) AND 1.0 m/minute (SLOW)
POWER SUPPLY = 380-420 VOLTS AT 50 Hz OR 440-480 VOLTS AT 60 Hz, 3 PHASE + EARTH
MAXIMUM POWER CONSUMPTION = 15 kW RUNNING PER DL-TLG600 LIFTING UNIT
CONTROL FOR ALL FUNCTIONS = CENTRAL WIRELESS CONTROL CONSOLE OR CONTROL PANEL AT THE CENTRAL CONTROL UNIT OR LOCAL CONTROL PANEL AT EACH DL-TLG600 LIFTING UNIT
OPERATING TEMPERATURE = -20 TO +45 °CSUBJECT TO HYDRAULIC OIL GRADE USED
TELESCOPIC CYLINDER FOLDS AS SHOWN SO THAT COMPLETE DL-TLG600 LIFTING UNIT (WITH BOGIE EXTENSION PIECES) IS SUITABLE FOR TRANSPORT IN A STANDARD SHIPPING CONTAINER
WEIGHTSBASE UNIT - STEEL FRAME AND PINS = 3,260 kgBASE UNIT - DRIVEN BOGIES (4 x 620 kg) = 2,480 kgBASE UNIT - OTHER EQUIPMENT = 860 kgTELESCOPIC CYLINDER = 3,780 kgROCKER JOINT ASSEMBLY = 250 kgHYDRAULIC OIL = 870 kg
TOTAL = 11,500 kg
HYDRAULIC OIL TANK SIZE = 2x480 litres
R13
170WHEEL
HEAD BEAM ASSEMBLY IN LIFTING CONFIGURATION ( 1 : 50 )OPERATIONAL WEIGHT APPROX 15.2 TONNES
A-A ( 1 : 50 )
POWERED TROLLEY(HEAD BEAM OMITTED FOR CLARITY)
HEAD BEAM ASSEMBLY IN LIFTING CONFIGURATION
SHACKLE BEAM HANGERIN TRANSPORT CONFIGURATION
2 No THUSTRANSPORT WEIGHT = APPROX 1.1 TONNES EACH
HEAD BEAM ASSEMBLY IN TRANSPORT CONFIGURATION ( 1 : 75 )TRANSPORT WEIGHT (WITHOUT ASSEMBLY STOOLS) APPROX 14.5 TONNES
END ELEVATION( 1 : 75 )
Project Eng:
Checking Eng:
Drawing No.
Project
Design Eng:
Drawn by:
Drawing Title
Rev.
Copyright c Dorman Long Technology
DO NOT SCALE
NOTES
Scales(At A3)
This drawing has been produced by Dorman Long Technology in accordance with the instructions of the client for their sole and specific use.
Dorman Long Technology shall not be liable for the use of any informationcontained on this drawing for any purpose other than that for which it was specifically prepared and provided.
Should there be any doubt regarding the interpretation of any information given on this drawing, enquiries should be directed to Dorman Long Technology at the address given below before executing such part of the works.
Drawing Status
Original Drawing size: A3
Dorman Long TechnologyThe Charles Parker Building
Midland Road, Higham FerrersNorthamptonshire, NN10 8DN
United KingdomTel: +44 (0) 1933 319133Fax: +44 (0) 1933 319135
www.dormanlongtechnology.com
DL-TLG600TELESCOPIC LIFTING GANTRY
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INFORMATION AS SHOWN
DL-TLG600 HEAD BEAM ANDDL-TLG600 POWERED TROLLEYGENERAL ARRANGEMENT & SPECIFICATION
DL-TLG600-003-01 AC:\VaultWorkspace\Designs\_R00\_R058 DL-TLG600 TELESCOPIC GANTRY\DL-TLG600-003-01.idw
A
A
1000
655
11750
805CL
LIFT POINTCHAINANCHORAGE
CLLIFT POINT
ROCKER JOINTASSEMBLY75
3330
LIFT POINT SPACING - 1620 MINIMUM
SUPPORT SPAN UP TO 11.3m WITH STANDARD 11.75m HEAD BEAM
180
520
1984
2853
656384
TELESCOPICCYLINDER
ROCKER JOINTASSEMBLY
TELESCOPICCYLINDER
ELECTRICGEAR MOTOR
CHAIN DRIVER
CHAIN
150 TONNESSWL SHACKLE(OPTIONAL)
SHACKLE BEAM(WITH SHACKLE REMOVED)SUITABLE FORALTERNATIVE RIGGING
CHAINANCHORAGE
TELESCOPICCYLINDER
DL-TLG600HEAD BEAM
DL-TLG600HEAD BEAM
CLPIN
2 No DL-TLG600 POWERED TROLLEYSPER HEAD BEAM WITH CHAIN DRIVEFOR SECURE LATERAL MOVEMENT
CHAINANCHORAGE
TELESCOPICCYLINDER
1865
SHACKLE BEAMHANGERS
1500 1420
1984
HE
AD
BE
AM
11750
3900
525 525 FORK LIFT SLOTS
3900
525 525
900
ST
OO
L
1000
900
1984
HEADBEAM
2 No ASSEMBLY SUPPORT STOOLS(TRANSPORTED SEPARATELY - WEIGHT APPROX 0.2 TONNES EACH)
SPECIFICATIONDL-TLG150-HB11.75 HEAD BEAM ANDDL-TLG150 POWERED TROLLEY
MAXIMUM SAFE WORKING LOAD (SWL)
= 150 TONNES PER LIFT POINT= 284 TONNES PER HEAD BEAMSEE DRAWING DL-TLG600-005-01 AND 02 FOR LIFTING ARRANGEMNENTS AND DUTY CHARTS
MAXIMUM HORIZONTAL LOAD = 5% OF VERTICAL LOAD IN ANY DIRECTION
MAXIMUM TRANSVERSE SLOPE OF HEAD BEAM= +/-1%
TRANSVERSE MOVEMENT SPEED OF DL-TLG600 POWERED TROLLEYS = 0.5 m/minute
POWER SUPPLY = 380-420 VOLTS AT 50 Hz OR 440-480 VOLTS AT 60 Hz, 3 PHASE + EARTH
MAXIMUM POWER CONSUMPTION = 1.1 kW RUNNING PER DL-TLG600 POWERED TROLLEY
CONTROL SYSTEM FOR ALL FUNCTIONS = CENTRALWIRELESS CONTROL CONSOLE OR CONTROL PANEL AT THE CENTRAL CONTROL UNIT OR LOCAL CONTROL PANEL AT EACH DL-TLG600 LIFTING UNIT
OPERATING TEMPERATURE = -20°C TO +45°C
WEIGHTS DL-TLG600 HEAD BEAM = 7300 KgPOWERED TROLLEY = 2x3615 KgCHAIN AND CHAIN ANCHORAGES = 645 Kg
TOTAL OPERATING WEIGHT = 15175 Kg
DL-TLG600 HEAD BEAM AND POWERED TROLLEYS SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINER AS SHOWN
TRANSPORT WEIGHT:-HEAD BEAM AND UPPERSECTION OF POWERED TROLLEYS = 14500 Kg
SHACKLE BEAM HANGERS = 1050 Kg(INCLUDING TRANSPORT FRAMES)
ASSEMBLY SUPPORT STOOLS = 2 x 200 Kg
HEAD BEAM ASSEMBLY IN LIFTING CONFIGURATION ( 1 : 50 )OPERATIONAL WEIGHT APPROX 9.1 TONNES
A-A ( 1 : 50 )
HEAD BEAM ASSEMBLY IN LIFTING CONFIGURATION
HEAD BEAM ASSEMBLY IN TRANSPORT CONFIGURATION ( 1 : 75 )TRANSPORT WEIGHT APPROX 9.50 TONNES
END ELEVATION( 1 : 75 )
STATIC HANGER(HEAD BEAM OMITTED FOR CLARITY)
Project Eng:
Checking Eng:
Drawing No.
Project
Design Eng:
Drawn by:
Drawing Title
Rev.
Copyright c Dorman Long Technology
DO NOT SCALE
NOTES
Scales(At A3)
This drawing has been produced by Dorman Long Technology in accordance with the instructions of the client for their sole and specific use.
Dorman Long Technology shall not be liable for the use of any informationcontained on this drawing for any purpose other than that for which it was specifically prepared and provided.
Should there be any doubt regarding the interpretation of any information given on this drawing, enquiries should be directed to Dorman Long Technology at the address given below before executing such part of the works.
Drawing Status
Original Drawing size: A3
Dorman Long TechnologyThe Charles Parker Building
Midland Road, Higham FerrersNorthamptonshire, NN10 8DN
United KingdomTel: +44 (0) 1933 319133Fax: +44 (0) 1933 319135
www.dormanlongtechnology.com
DL-TLG600TELESCOPIC LIFTING GANTRY
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INFORMATION AS SHOWN
DL-TLG600 HEAD BEAM ANDDL-TLG600 STATIC HANGERSGENERAL ARRANGEMENT & SPECIFICATION
DL-TLG600-003-02 BC:\VaultWorkspace\Designs\_R00\_R058 DL-TLG600 TELESCOPIC GANTRY\DL-TLG600-003-02.idw
A
A
11750
LIFT POINT LIFT POINT
ROCKER JOINTASSEMBLY75
3
SUPPORT SPAN UP TO 11.3m WITH STANDARD 11.75m HEAD BEAM
180
520
1330
TELESCOPICCYLINDER
ROCKER JOINTASSEMBLY
TELESCOPICCYLINDER
TELESCOPICCYLINDER
DL-TLG600HEAD BEAM
DL-TLG600HEAD BEAM
PIN
TELESCOPICCYLINDER
11750
3900525 525
FORK LIFT SLOTS
3900525 525
900
ST
OO
L
1000
900
1330 HEAD
BEAM
2 No TRANSPORT SUPPORT STOOLS
SPECIFICATIONDL-TLG150-HB11.75 HEAD BEAM ANDDL-TLG150 STATIC HANGERS
MAXIMUM SAFE WORKING LOAD (SWL)
= 150 TONNES PER LIFT POINT= 290 TONNES PER HEAD BEAMSEE DRAWING DL-TLG600-005-01 AND 02 FOR LIFTING ARRANGEMNENTS AND DUTY CHARTS
MAXIMUM HORIZONTAL LOAD = 5% OF VERTICAL LOAD IN ANY DIRECTION
MAXIMUM TRANSVERSE SLOPE OF HEAD BEAM= +/-1%
OPERATING TEMPERATURE = -20°C TO +45°C
DL-TLG600 HEAD BEAM SUPPORTED ON 2 No. SUPPORT STOOL ASSEMBLIES AND COMPLETE WITH ALL EQUIPMENT IS SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINER AS SHOWN.
WEIGHTS DL-TLG600 HEAD BEAM = 7300 kgSTATIC HANGER ASSEMBLY = 2x900 kgSUPPORT STOOLS = 2x200 kg
TOTAL OPERATING WEIGHT = 9100 kgTOTAL TRANSPORT WEIGHT = 9500 kg
415 415
330
CL
CL CL
2199
LIFT POINT SPACING - 650 MINIMUM
2 No. DL-TLG600 STATIC HANGERSPER HEAD BEAM
SHACKLE BEAM(WITH SHACKLE REMOVED)SUITABLE FORALTERNATIVE RIGGING
UPPER SECTION
LOWER SECTIONOF STATIC HANGERIS IDENTICAL TOPOWERED TROLLEYTO ALLOW FOR FUTUREUPGRADE IF REQUIRED
300 300
2230
MA
XIM
UM
TR
AN
SP
OR
T H
EIG
HT
150 TONNESSWL SHACKLE(OPTIONAL)
330
1000
2.8m STANDARD TRACK SECTION1.1m RAIL CENTRES
2.8m STANDARD TRACK SECTION1.9m RAIL CENTRES
5.6m STANDARD TRACK SECTION1.1m RAIL CENTRES
5.6m STANDARD TRACK SECTION1.9m RAIL CENTRES
2.8m STANDARD TRACK SECTION1.1m AND 1.9m RAIL CENTRES
5.6m STANDARD TRACK SECTION - 1.1m AND 1.9m RAIL CENTRES
TYPICAL END VIEW1.1m RAIL CENTRES
TYPICAL END VIEW1.9m RAIL CENTRES
CONNECTION DETAILSBETWEEN RAIL SECTIONS
CONNECTION DETAILSBETWEEN RAIL SECTIONS
SIDE ELEVATION
CONNECTION DETAILSBETWEEN RAIL SECTIONS
AND INSERT PIECES
Project Eng:
Checking Eng:
Drawing No.
Project
Design Eng:
Drawn by:
Drawing Title
Rev.
Copyright c Dorman Long Technology
DO NOT SCALE
NOTES
Scales(At A3)
This drawing has been produced by Dorman Long Technology in accordance with the instructions of the client for their sole and specific use.
Dorman Long Technology shall not be liable for the use of any informationcontained on this drawing for any purpose other than that for which it was specifically prepared and provided.
Should there be any doubt regarding the interpretation of any information given on this drawing, enquiries should be directed to Dorman Long Technology at the address given below before executing such part of the works.
Drawing Status
Original Drawing size: A3
Dorman Long TechnologyThe Charles Parker Building
Midland Road, Higham FerrersNorthamptonshire, NN10 8DN
United KingdomTel: +44 (0) 1933 319133Fax: +44 (0) 1933 319135
www.dormanlongtechnology.com
DL-TLG400TELESCOPIC LIFTING GANTRY
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INFORMATION NTS
DL-TLG600 STANDARD TRACK SECTIONSGENERAL ARRANGEMENTAND SPECIFICATION
DL-TLG600-004 AC:\VaultWorkspace\Designs\_R00\_R058 DL-TLG600 TELESCOPIC GANTRY\DL-TLG600-004.idw
1100
5598
2 NOMINAL GAP
1900
200
20
DL-TLG600 Standard Track - Maximum Loads
Maximum Wheel Load on Track 40.8 Tonnes 41.0 Tonnes 31.4 TonnesMaximum Load on each Bearing Pad 71.9 Tonnes 74.8 Tonnes 57.1 TonnesMaximum Average Bearing Pressure under each Bearing Pad
6.1 MPa 6.4 MPa 4.9 MPa
Maximum Peak Bearing Pressure under each Bearing Pad
7.6 MPa 8.9 MPa 8.3 MPa
Telescopic Cylinder Stage 1 1.1m Rail Centres
1100
1900
2798
200
20
TOP OF RAIL
TOP OF RAIL
SPECIFICATION FOR DL-TLG600 STANDARD TRACK SECTIONS
STANDARD TRACK SECTIONS SUPPLIED IN
LENGTHS GIVING EFFECTIVE TRACK LENGTHS OF 5.6m AND 2.8m (OVERALL LENGTHS OF 5,803mm AND 3,003mm)
STANDARD TRACK SECTIONS SUPPLIED WITH RAILS AT 1.1m CENTRES AND WITH INSERT PIECES TO INCREASE RAILS TO 1.9mCENTRES
MAXIMUM SLOPE OF TRACK = 1% IN ANY DIRECTION (BOTH TRACKS AT SAME SLOPE WITHIN TOLERANCES SPECIFIED IN OPERATION AND MAINTENANCE MANUAL)
SEE TABLE FOR MAXIMUM WHEEL LOADS AND BEARING PAD LOADS AND PRESSURES
OPERATING TEMPERATURE = -20 TO +45°C
FULLY ASSEMBLED STANDARD TRACK SECTIONS ARE SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS
WEIGHTS5.6m LONG x 1.1m RAIL CENTRES = 1,870 kg5.6m LONG x 1.9m RAIL CENTRES = 1,950 kg2.8m LONG x 1.1m RAIL CENTRES = 1,000 kg2.8m LONG x 1.9m RAIL CENTRES = 1,055 kg
Telescopic Cylinder Stage 2 1.9m Rail Centres
Telescopic Cylinder Stage 3 1.9m Rail Centres
THE MAXIMUM WHEEL LOADS AND BEARING PAD LOADS AND PRESSURES TABULATED BELOW ASSUME 5% HORIZONTAL LOAD PLUS 1% SLOPE OF THE TRACK, BOTH AT 45 DEGREES ORIENTATION.THE PROJECT SPECIFIC VALUES WILL DEPEND ON THE ACTUAL LOADS TO BE APPLIED TO THE SYSTEM.SEE OPERATION AND MAINTENCE MANUAL FOR FURTHER INFORMATION.
200
20
TOP OF RAIL
1100
1900
200
20
TOP OF RAIL
2 No M16 THREADEDBARS PER RAIL
2 No M16 THREADEDBARS PER RAIL
2 NOMINAL GAP
2 NOMINAL GAP
5803 MAXIMUM
330
350TYPICAL BEARINGPAD DIMENSIONS
550
550
550
800
550
550
550
550
800
550
350
330
TYPICAL BEARINGPAD DIMENSIONS
Ø20 GUIDE BAR
200
20 300
10 NOMINAL GAP
390
Ø20 GUIDE BAR
3003 MAXIMUM
INSERT PIECE
INSERT PIECE
INSERT PIECE
BEARING PAD.FOR MAX. LOADINGSEE TABLE BELOW.
1100 1100 800 1100 1100149
800 800 800149
STAGE 1 : HEAD BEAM IN OPERATIONAL RANGEFROM LEVEL 3475 TO LEVEL 5475
STAGE 2 : HEAD BEAM IN OPERATIONAL RANGE TO LEVEL 7475STAGE 3 : HEAD BEAM IN OPERATIONAL RANGE TO LEVEL 9075
0.00 1.00 2.00 3.001 AND 2 90.3 90.9 99.6 91.8
3 90.3 78.0 67.3 59.11 AND 2 94.3 94.3 102.7 91.8
3 92.4 78.0 67.3 59.11 AND 2 106.5 104.2 104.2 91.8
3 92.4 78.0 67.3 59.11 AND 2 122.2 116.2 104.2
3 92.4 78.0 67.31 AND 2 142.4 120.4 104.2
3 92.4 78.0 67.31 AND 2 142.4 120.4
3 92.4 78.01 AND 2 142.4 120.4
3 92.4 78.01 AND 2 142.4
3 92.41 AND 2 142.4
3 92.4
8.00
9.00
4.00
5.00
6.00
7.00
SPAN 11.30mSAFE WORKING LOAD (SWL)
2.00
3.00
PER LIFT POINT [TONNES]
STAGE
1.62
LIFT POINTS
SPACING LPS [m]
LOAD CENTRE OFFSET E [m] FROM SPAN CENTRE
0.00 1.00 2.00 3.001 AND 2 105.4 106.5 100.7 87.6
3 92.4 76.4 65.0 56.41 AND 2 110.8 110.8 100.7 87.6
3 92.4 76.4 65.0 56.41 AND 2 127.7 118.1 100.7 87.6
3 92.4 76.4 65.0 56.41 AND 2 142.4 118.1 100.7
3 92.4 76.4 65.01 AND 2 142.4 118.1 100.7
3 92.4 76.4 65.01 AND 2 142.4 118.1
3 92.4 76.41 AND 2 142.4 118.1
3 92.4 76.41 AND 2 142.4
3 92.41 AND 2 142.4
3 92.4
8.00
9.00
SPAN 10.00mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]
4.00
5.00
6.00
7.00
STAGE
1.62
2.00
3.00
LOAD CENTRE OFFSET E [m] FROM SPAN CENTRE
LIFT POINTS
SPACING LPS [m] 0.00 1.00 2.00 3.00
1 AND 2 120.8 115.9 97.5 84.03 92.4 74.9 62.9 54.0
1 AND 2 127.7 115.9 97.5 84.03 92.4 74.9 62.9 54.0
1 AND 2 142.4 115.9 97.53 92.4 74.9 62.9
1 AND 2 142.4 115.9 97.53 92.4 74.9 62.9
1 AND 2 142.4 115.93 92.4 74.9
1 AND 2 142.4 115.93 92.4 74.9
1 AND 2 142.43 92.4
1 AND 2 142.43 92.4
7.00
8.00
3.00
4.00
5.00
6.00
1.62
2.00
STAGE
SPAN 9.00mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]
LIFT POINTS
SPACING LPS [m]
LOAD CENTRE OFFSET E [m] FROM SPAN CENTRE
0.00 1.00 2.001 AND 2 140.9 113.2 93.7
3 92.4 73.2 60.41 AND 2 142.4 113.2 93.7
3 92.4 73.2 60.41 AND 2 142.4 113.2 93.7
3 92.4 73.2 60.41 AND 2 142.4 113.2
3 92.4 73.21 AND 2 142.4 113.2
3 92.4 73.21 AND 2 142.4
3 92.41 AND 2 142.4
3 92.4
6.00
7.00
2.00
3.00
4.00
5.00
1.62
LIFT POINTS
SPACING LPS [m]
LOAD CENTRE OFFSET E [m] FROM SPAN CENTRE
SPAN 8.00mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]
STAGE0.00 1.00 2.00
1 AND 2 142.4 110.0 89.33 92.4 71.1 57.5
1 AND 2 142.4 110.0 89.33 92.4 71.1 57.5
1 AND 2 142.4 110.03 92.4 71.1
1 AND 2 142.4 110.03 92.4 71.1
1 AND 2 142.43 92.4
1 AND 2 142.43 92.4
SPAN 7.00mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]
1.62
STAGE
LIFT POINTS
SPACING LPS [m]
LOAD CENTRE OFFSET E [m] FROM
SPAN CENTRE
5.00
6.00
2.00
3.00
4.00
0.00 1.001 AND 2 142.4 105.9
3 92.4 68.41 AND 2 142.4 105.9
3 92.4 68.41 AND 2 142.4 105.9
3 92.4 68.41 AND 2 142.4
3 92.41 AND 2 142.4
3 92.45.00
2.00
3.00
4.00
SPAN 6.00mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]
1.62
STAGE
LIFT POINTS
SPACING LPS [m]
LOAD CENTRE OFFSET E [m] FROM
SPAN CENTRE
Project Eng:
Checking Eng:
Drawing No.
Project
Design Eng:
Drawn by:
Drawing Title
Rev.
Copyright c Dorman Long Technology
DO NOT SCALE
NOTES
Scales(At A3)
This drawing has been produced by Dorman Long Technology in accordance with the instructions of the client for their sole and specific use.
Dorman Long Technology shall not be liable for the use of any informationcontained on this drawing for any purpose other than that for which it was specifically prepared and provided.
Should there be any doubt regarding the interpretation of any information given on this drawing, enquiries should be directed to Dorman Long Technology at the address given below before executing such part of the works.
Drawing Status
Original Drawing size: A3
Dorman Long TechnologyThe Charles Parker Building
Midland Road, Higham FerrersNorthamptonshire, NN10 8DN
United KingdomTel: +44 (0) 1933 319133Fax: +44 (0) 1933 319135
www.dormanlongtechnology.com
DL-TLG600TELESCOPIC LIFTING GANTRY
PD
AW
JM
SAB
INFORMATION AS SHOWN
LIFTING ARRANGEMENT AND DUTY CHARTS2 No LIFT POINTS LOADED PER HEAD BEAM
DL-TLG600-005-01 AC:\VaultWorkspace\Designs\_R00\_R058 DL-TLG600 TELESCOPIC GANTRY\DL-TLG600-005.idw
DUTY CHARTS ASSUME THE FOLLOWING:-
STANDARD DL-TLG600 COMPONENTS
WITH DL-TLG600 HEAD BEAM
2 No LIFT POINTS EQUALLY LOADED PER
HEAD BEAM
MAXIMUM HORIZONTAL LOAD = 5% OF VERTICAL LOAD IN ANY DIRECTION
MAXIMUM SLOPE OF TRACK = 1% IN ANY DIRECTION (BOTH TRACKS AT SAME SLOPE WITHIN TOLERANCE SPECIFIED IN OPERATION AND MAINTENANCE MANUAL)
MAXIMUM TRANSVERSE SLOPE OF HEAD BEAM = +/- 1%
DL-TLG600 STANDARD TRACK SECTIONS USED WITH 1.1m RAIL CENTRES FOR TELESCOPIC CYLINDER STAGE 1 AND 1.9m RAIL CENTRES FOR TELESCOPIC CYLINDER STAGE 2 AND 3
TABULATED LOADS APPLIED TO SHACKLE OR, IF SHACKLE NOT USED, TO SHACKLE BEAM
IF THE DL-TLG600 TELESCOPIC LIFTING GANTRY IS TO BE USED IN A CONFIGURATION NOT SHOWN ON THE DRAWING, CONTACT DORMAN LONG TECHNOLOGY FOR SPECIFIC SAFE WORKING LOADS AND ANY SPECIAL CONDITIONS THAT MAY APPLY
TOP OF RAIL
1100 OR 1900WHEEL CENTRES
6732
MA
XIM
UM
ST
AG
E 2
= =
= =
1900WHEEL CENTRES
E
CL SPAN
TOP OF RAIL
CL LOAD SAFE WORKING LOAD (SWL)PER LIFT POINTTABULATED BELOW.MAXIMUM LIFTLOAD PER HEAD BEAM= 2 x TABULATED LOAD.
(LOAD CENTRE OFFSETFROM SPAN CENTRE)
LIFT POINTS SPACING (LPS)2000 SHOWN
1620 MINIMUM
8332
MA
XIM
UM
ST
AG
E 3
7475
MA
XIM
UM
- S
TA
GE
2
9075
MA
XIM
UM
- S
TA
GE
319
84
1105
9
SPAN - 11300 MAXIMUMSPAN - 6000 MINIMUM
= =
SPAN - 11300 MAXIMUMSPAN - 6000 MINIMUM
3475
MA
XIM
UM
- S
TA
GE
0
5475
MA
XIM
UM
- S
TA
GE
119
84
7459
E
==
LIFT POINTS SPACING (LPS)2000 SHOWN
1620 MINIMUM
4732
MA
XIM
UM
- S
TA
GE
1
CL CLSPAN LOAD(LOAD CENTRE OFFSETFROM SPAN CENTRE)
INTERPOLATION BETWEEN TABULATED VALUES PERMISSABLESEE ALSO OPERATION AND MAINTENANCE MANUAL
SAFE WORKING LOAD (SWL)PER LIFT POINTTABULATED BELOW.MAXIMUM LIFTLOAD PER HEAD BEAM= 2 x TABULATED LOAD.
STAGE 1 : HEAD BEAM IN OPERATIONAL RANGEFROM LEVEL 3475 TO LEVEL 5475
STAGE 2 : HEAD BEAM IN OPERATIONAL RANGE TO LEVEL 7475STAGE 3 : HEAD BEAM IN OPERATIONAL RANGE TO LEVEL 9075
0.00 1.00 2.00 3.00 4.00 1 - 2 150.0 150.0 150.0 150.0 150.0
3 150.0 150.0 133.4 117.5 108.5
SPAN 11.30m
SINGLE LIFT POINT LOADED
POWERED TROLLEY OFFSET E [m] FROM SPAN CENTRE
SAFE WORKING LOAD (SWL) PER LIFT POINT [TONNES]
STAGE 0.00 1.00 2.00 3.00 4.00 1 - 2 150.0 150.0 150.0 150.0 150.0
3 150.0 150.0 128.6 112.1 102.9
SPAN 10.00m
SINGLE LIFT POINT LOADEDSAFE WORKING LOAD (SWL) PER LIFT POINT [TONNES]
STAGE
POWERED TROLLEY OFFSET E [m] FROM SPAN CENTRE
0.00 1.00 2.00 3.00 4.00 1 - 2 150.0 150.0 150.0 150.0 150.0
3 150.0 147.9 124.6 111.4 97.8
SPAN 9.00m
SINGLE LIFT POINT LOADED
STAGE
POWERED TROLLEY OFFSET E [m] FROM SPAN CENTRE
SAFE WORKING LOAD (SWL) PER LIFT POINT [TONNES]
0.00 1.00 2.00 3.00 1 - 2 150.0 150.0 150.0 150.0
3 150.0 144.6 119.9 105.9
SPAN 8.00m
SINGLE LIFT POINT LOADED
POWERED TROLLEY OFFSET E [m] FROM SPAN CENTRE
SAFE WORKING LOAD (SWL) PER LIFT POINT [TONNES]
STAGE 0.00 1.00 2.00 3.00 1 - 2 150.0 150.0 150.0 150.0
3 150.0 140.5 118.3 99.5
SPAN 7.00m
SINGLE LIFT POINT LOADED
STAGE
POWERED TROLLEY OFFSET E [m] FROM SPAN CENTRE
SAFE WORKING LOAD (SWL) PER LIFT POINT [TONNES]
0.00 1.00 2.00 1 - 2 150.0 150.0 150.0
3 150.0 135.4 111.3
SPAN 6.00m
SINGLE LIFT POINT LOADED
STAGE
POWERED TROLLEY OFFSET E [m] FROM SPAN
CENTRE
SAFE WORKING LOAD (SWL) PER LIFT POINT [TONNES]
Project Eng:
Checking Eng:
Drawing No.
Project
Design Eng:
Drawn by:
Drawing Title
Rev.
Copyright c Dorman Long Technology
DO NOT SCALE
NOTES
Scales(At A3)
This drawing has been produced by Dorman Long Technology in accordance with the instructions of the client for their sole and specific use.
Dorman Long Technology shall not be liable for the use of any informationcontained on this drawing for any purpose other than that for which it was specifically prepared and provided.
Should there be any doubt regarding the interpretation of any information given on this drawing, enquiries should be directed to Dorman Long Technology at the address given below before executing such part of the works.
Drawing Status
Original Drawing size: A3
Dorman Long TechnologyThe Charles Parker Building
Midland Road, Higham FerrersNorthamptonshire, NN10 8DN
United KingdomTel: +44 (0) 1933 319133Fax: +44 (0) 1933 319135
www.dormanlongtechnology.com
DL-TLG600TELESCOPIC LIFTING GANTRY
PD
AW
JM
SAB
INFORMATION AS SHOWN
LIFTING ARRANGEMENT AND DUTY CHARTSSINGLE LIFT POINT LOADED PER HEAD BEAM
DL-TLG600-005-02 AC:\VaultWorkspace\Designs\_R00\_R058 DL-TLG600 TELESCOPIC GANTRY\DL-TLG600-005.idw
DUTY CHARTS ASSUME THE FOLLOWING:-
STANDARD DL-TLG600 COMPONENTS
WITH DL-TLG600 HEAD BEAM
1 No LIFT POINT LOADED PER HEAD BEAM
MAXIMUM HORIZONTAL LOAD = 5% OF VERTICAL LOAD IN ANY DIRECTION
MAXIMUM SLOPE OF TRACK = 1% IN ANY DIRECTION (BOTH TRACKS AT SAME SLOPE WITHIN TOLERANCE SPECIFIED IN OPERATION AND MAINTENANCE MANUAL)
MAXIMUM TRANSVERSE SLOPE OF HEAD BEAM = +/- 1%
DL-TLG600 STANDARD TRACK SECTIONS USED WITH 1.1m RAIL CENTRES FOR TELESCOPIC CYLINDER STAGE 1 AND 1.9m RAIL CENTRES FOR TELESCOPIC CYLINDER STAGE 2 AND 3
TABULATED LOADS APPLIED TO SHACKLE OR, IF SHACKLE NOT USED, TO SHACKLE BEAM
IF THE DL-TLG600 TELESCOPIC LIFTING GANTRY IS TO BE USED IN A CONFIGURATION NOT SHOWN ON THE DRAWING, CONTACT DORMAN LONG TECHNOLOGY FOR SPECIFIC SAFE WORKING LOADS AND ANY SPECIAL CONDITIONS THAT MAY APPLY
= =
SPAN - 11300 MAXIMUMSPAN - 6000 MINIMUM
1100 OR 1900WHEEL CENTRES
E
CL SPAN CL LIFT POINT
LIFT POINT OFFSETFROM SPAN CENTRE
3475
MIN
IMU
M-
ST
AG
E 0
5475
MA
XIM
UM
- S
TA
GE
119
84
7459
TOP OF RAIL
1900WHEEL CENTRES
=
SPAN - 11300 MAXIMUMSPAN - 6000 MINIMUM
=
E
CLCL
7475
- S
TA
GE
2
9075
MA
XIM
UM
- S
TA
GE
319
84
1105
9
LIFT POINT OFFSETFROM SPAN CENTRE
LIFT POINTSPAN
TOP OF RAIL
SAFE WORKING LOAD (SWL)FOR SINGLE LIFT POINTTABULATED BELOW
4732
MA
XIM
UM
- S
TA
GE
1
6732
MA
XIM
UM
- S
TA
GE
2
8332
MA
XIM
UM
- S
TA
GE
3
SAFE WORKING LOAD (SWL)FOR SINGLE LIFT POINTTABULATED BELOW
INTERPOLATION BETWEEN TABULATED VALUES PERMISSABLESEE ALSO OPERATION AND MAINTENANCE MANUAL