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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-TLG1200 TELESCOPIC LIFTING GANTRY
JM
AW
PD
SAB
INFORMATION NTS
4-POINT TELESCOPIC LIFTING GANTRYGENERAL ARRANGEMENT & SPECIFICATION
DL-TLG1200-001 DC:\VaultWorkspace\Designs\_R00\_R029 DL-TLG1200 Telescopic Lifting Gantry\DL-TLG1200-001.idw
2 No. DL-TLG1200 POWERED TROLLEYS PER HEAD BEAMWITH CHAIN DRIVE FOR SECURE LATERAL MOVEMENT.SAFE WORKING LOAD 300 TONNES PER UNITSEE DRG DL-TLG1200-003-01
CENTRAL CONTROL UNIT (BY DLT)COMPRISING POWER DISTRIBUTIONCABINET AND PLC CABINET
POWER IN (BY OTHERS)120kW MAX RUNNING
DL-TLG1200 STANDARD TRACK SECTIONSAVAILABLE IN 2.8m AND 5.6m LENGTHSSEE DRG DL-TLG1200-004
4 No. DL-TLG1200 LIFTING UNITS EACH WITH 3 STAGE TELESCOPIC CYLINDER.SAFE WORKING LOAD300, 195 AND 118 TONNES PER UNIT FORTELESCOPIC CYLINDER STAGES 1, 2 AND 3SEE DRG DL-TLG1200-002
DL-TLG1200HEAD BEAM TO SUIT TRACKCENTRES UP TO 11.2mSEE DRGS DL-TLG1200-003-01 & 02
SPECIFICATIONDL-TLG1200, 4-POINT LIFT SYSTEM
MAXIMUM SAFE WORKING LOAD (SWL) AT TOP OF
TELESCOPIC CYLINDERSSTAGE 1 = 1200 TONNES @ 145 BAR WORKING PRESSURESTAGE 2 = 780 TONNES @ 145 BAR WORKING PRESSURESTAGE 3 = 472 TONNES @ 145 BAR WORKING PRESSURESEE DRAWINGS DL-TLG1200-005-01 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 (BOTHTRACKS AT SAME SLOPE WITHIN TOLERANCES SPECIFIED IN OPERATION AND MAINTENANCE MANUAL)
MAXIMUM TRANSVERSE SLOPE OF HEAD BEAM = +/- 1%
MAXIMUM WHEEL LOAD = 78 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-TLG1200 LIFTINGUNITS = 3.0 m/minute (FAST) AND 1.0 m/minute (SLOW)
TRANSVERSE MOVEMENT SPEED OF DL-TLG1200 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 = 30 kW RUNNING PER DL-TLG1200 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-TLG1200 LIFTING UNIT
OPERATING TEMPERATURE = -20 TO +45 °C(SUBJECT TO HYDRAULIC OIL GRADE USED)
ALL COMPONENTS OF DL-TLG1200 SYSTEM SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS.
MAIN FEATURES
1200 TONNES LIFTING CAPACITY ON FOUR LIFTING UNITS300 TONNES LIFTING CAPACITY PER TELESCOPIC 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 DIRECTIVESCOMPLETE DL-TLG1200 SYSTEM CE MARKED IN ACCORDANCE WITH APPROPRIATE
EUROPEAN DIRECTIVESALL COMPONENTS SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS
POWER AND CONTROL CABLESTO DL-TLG1200 LIFTING UNITS (BY DLT)
LONGITUDINAL
TRANSVERSE
WIRELESS CONTROLCONSOLE LINKED TO CENTRALCONTROL UNIT
NOTE:HEAD BEAMS WITH POWERED TROLLIES SHOWN.HEAD BEAMS WITH STATIC HANGERS AVAILABLE.SEE DRG DL-TLG1200-003-02
UNIT FOLDED FOR TRANSPORT
DIMENSIONS FOR TRANSPORT
DIMENSIONS FOR OPERATION
STAGE 0STAGE 1CAPACITY: 300 Tonnes (EACH UNIT)
MAX % TIPPING = 60%
STAGE 2CAPACITY: 195 Tonnes (EACH UNIT)
MAX % TIPPING = 51%
STAGE 3CAPACITY: 118 Tonnes (EACH UNIT)
MAX % TIPPING = 63%
DETAIL 01
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-TLG1200TELESCOPIC LIFTING GANTRY
PD
AW
JM
SAB
INFORMATION NTS
DL-TLG1200 TELESCOPIC LIFTING UNITGENERAL ARRANGEMENTAND SPECIFICATION
DL-TLG1200-002 CC:\VaultWorkspace\Designs\_R00\_R029 DL-TLG1200 Telescopic Lifting Gantry\DL-TLG1200-002.idw
01
5275
1400
COMPLETE DL-TLG1200 LIFTING UNIT(WITHOUT BOGIE EXTENSION PIECES)
SUITABLE FOR TRANSPORT INSTANDARD SHIPPING CONTAINER.
2600 BOGIE CENTRES
3740 OVERALL
500
ROCKER JOINT
3 STAGE TELESCOPIC CYLINDER DESIGNEDFOR 5% HORIZONTAL LOAD AT FULL EXTENSION AND FOR THE STAGES TO EXTEND AND RETRACTIN THE CORRECT SEQUENCE UNDER LOAD
TURNING RAM TO CHANGE BETWEEN TRANSPORTAND OPERATING CONFIGURATION
ELECTRICCABINET
1400 WHEEL CENTRES
2250 EXTENDED WHEEL CENTRES
2 No HYDRAULICOIL TANKS
2800
ST
RO
KE
2800
ST
RO
KE
2200
ST
RO
KE
4500
(M
INIM
UM
)
2250 2250 1400 1400
UNDERSIDEOF HEAD BEAM
7300
(M
AX
IMU
M)10
100
(MA
XIM
UM
)
1230
0 (M
AX
IMU
M)
SPECIFICATION FOR DL-TLG1200 TELESCOPIC LIFTING UNIT
MAXIMUM SAFE WORKING LOAD (SWL) AT TOP OF TELESCOPIC
CYLINDERSTAGE 1 = 300 TONNES @ 145 BAR WORKING PRESSURESTAGE 2 = 195 TONNES @ 145 BAR WORKING PRESSURESTAGE 3 = 118 TONNES @ 145 BAR WORKING PRESSURESEE DRAWINGS DL-TLG1200-005-01 AND 02 FOR DETAILS OF LIFTING ARRANGEMENTS AND DUTY CHARTS
TELESCOPIC CYLINDER WORKING PRESSURE ON RETRACT = 145 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 = 78 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-TLG1200 LIFTING UNITS = 3.0 m/minute (FAST) AND 0.5 m/minute (SLOW)
POWER SUPPLY = 380-420 VOLTS AT 50 Hz OR 440-480 VOLTS AT 60 Hz, 3 PHASE + EARTH
MAXIMUM POWER CONSUMPTION =30 kW RUNNING PER DL-TLG1200 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-TLG1200 LIFTING UNIT
OPERATING TEMPERATURE = -20 TO +45 °C(SUBJECT TO HYDRAULIC OIL GRADE USED)
TELESCOPIC CYLINDER FOLDS AS SHOWN SO THAT COMPLETE DL-TLG1200 LIFTING UNIT (WITHOUT BOGIE EXTENSION PIECES) IS SUITABLE FOR TRANSPORT IN A STANDARD SHIPPING CONTAINER
WEIGHTS:BASE UNIT - STEEL FRAME AND PINS = 5,500 kgBASE UNIT - DRIVEN BOGIES (4 x 965 kg) = 3,860 kgBASE UNIT - OTHER EQUIPMENT = 1,000 kgTELESCOPIC CYLINDER = 6,100 kgROCKER JOINT ASSEMBLY = 400 kgHYDRAULIC OIL = 1,470 kgTOTAL = 18,330 kg
HYDRAULIC OIL TANK SIZE = 2 x 850 litres = 1,700 litres
560
400WHEELS
1840 OVERALL
2690 OVERALL (EXTENDED WHEEL CENTRES)
4500
(M
INIM
UM
)
ELECTRIC MOTOR ANDHYDRAULIC PUMP
4 No DRIVEN BOGIESPER UNIT
4025 (TELESCOPIC CYLINDER)
265 265
34
30°
46
230 WHEEL
335 1840 OVERALL
2250
HEAD BEAM ASSEMBLY IN LIFTING CONFIGURATION ( 1 : 50 )OPERATIONAL WEIGHT 23.04 TONNES
HEAD BEAM ASSEMBLY IN LIFTING CONFIGURATION
HEAD BEAM ASSEMBLY IN TRANSPORT CONFIGURATION ( 1 : 75 )TRANSPORT WEIGHT 18.90 TONNES
A-A ( 1 : 50 )
END ELEVATION( 1 : 75 )
POWERED TROLLEY(HEAD BEAM OMITTED FOR CLARITY)
SHACKLE BEAM HANGER INTRANSPORT CONFIGURATION
2 No THUSTRANSPORT WEIGHT = 2.26 TONNES EACH
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-TLG1200TELESCOPIC LIFTING GANTRY
JM
SG
PD
SAB
INFORMATION AS SHOWN
DL-TLG1200 HEAD BEAM ANDDL-TLG1200 POWERED TROLLEYGENERAL ARRANGEMENT AND SPECIFICATION
DL-TLG1200-003-01 AC:\VaultWorkspace\Designs\_R00\_R029 DL-TLG1200 Telescopic Lifting Gantry\DL-TLG1200-003-01.idw
LIFT POINT A
A
CHAIN ANCHORAGE
DL-TLG1200HEAD BEAM
11750
SPECIFICATION DL-TLG1200 HEAD BEAM ANDDL-TLG1200 POWERED TROLLEY
MAXIMUM SAFE WORKING LOAD (SWL)
= 300 TONNES PER LIFT POINT= 577 TONNES PER HEAD BEAMSEE DRAWINGS DL-TLG1200-005-01 AND 02 FOR LIFTING ARRANGEMENTS 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-TLG300 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 = 2.2 kW RUNNING PER DL-TLG1200 POWERED TROLLEY
CONTROL SYSTEM FOR ALL FUNCTIONS = CENTRAL WIRELESS CONTROL CONSOLE OR CONTROL PANEL AT THE CENTRAL CONTROL UNIT OR LOCAL CONTROLPANEL AT EACH DL-TLG1200 LIFTING UNIT
OPERATING TEMPERATURE = -20 TO +45 °C
WEIGHTS:-DL-TLG1200 HEAD BEAMPOWERED TROLLEYCHAIN & CHAIN ANCHORAGES
TOTAL OPERATING WEIGHT
DL-TLG1200 HEAD BEAM AND POWERED TROLLEYS SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS AS SHOWN
TRANSPORT WEIGHTS:-HEAD BEAM AND UPPERSECTION OF POWERED TROLLEYS
SHACKLE BEAM HANGERS(INCLUDING TRANSPORT FRAMES)
ASSEMBLY SUPPORT STOOLS
DL-TLG1200HEAD BEAM
2 No. DL-TLG1200 POWERED TROLLEYSPER HEAD BEAM WITH CHAIN DRIVEFOR SECURE LATERAL MOVEMENT
1200
540
512
CL CL1030
SUPPORT SPAN UP TO 11.2m WITH STANDARD 11.75m HEAD BEAM
HEAD BEAM
CHAINANCHORAGE
11750
HEAD BEAM
TELESCOPICCYLINDER
TELESCOPICCYLINDER
ROCKER JOINTASSEMBLY
ROCKER JOINTASSEMBLY
CHAIN DRIVER
300 TONNESSWL SHACKLE(OPTIONAL)
SHACKLE BEAM(WITH SHACKLE REMOVED)SUITABLE FOR ALTERNATIVE RIGGING
TELESCOPICCYLINDER
1025
LIFT POINT SPACING - 2100 MINIMUM
305
675 50
0
CL
SHACKLE BEAM HANGERS
2190
2190
HE
AD
BE
AM
3345
= 11,100 kg= 2x 5,350 kg= 1,240 kg
= 23,040 kg
= 18,900 kg
= 2 x 2,260 kg
= 2 x 350 kg
3900
52552522
602096 2068
3900
525 525
471 670
670 670
ELECTRICGEAR MOTOR
PIN
CHAIN
1625
ST
OO
L
10002 No ASSEMBLY SUPPORT STOOLS(TRANSPORTED SEPARATELY - WEIGHT = 0.35 TONNES EACH)
CHAINANCHORAGE
1625
ST
OO
L
1000
2190
HE
AD
BE
AM
LIFT POINT
FORK LIFT SLOTS
HEAD BEAM ASSEMBLY IN LIFTING CONFIGURATION ( 1 : 50 )OPERATIONAL WEIGHT 15.00 TONNES
HEAD BEAM ASSEMBLY IN LIFTING CONFIGURATION
HEAD BEAM ASSEMBLY IN TRANSPORT CONFIGURATION ( 1 : 75 )TRANSPORT WEIGHT 15.50 TONNES (INCLUDING SHACKLES)
A-A ( 1 : 50 )
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-TLG1200TELESCOPIC LIFTING GANTRY
JM
SG
PD
SAB
INFORMATION AS SHOWN
DL-TLG1200 HEAD BEAM ANDDL-TLG1200 STATIC HANGERSGENERAL ARRANGEMENT AND SPECIFICATION
DL-TLG1200-003-02 BC:\VaultWorkspace\Designs\_R00\_R029 DL-TLG1200 Telescopic Lifting Gantry\DL-TLG1200-003-02.idw
LIFT POINT A
A
DL-TLG1200HEAD BEAM
11750
SPECIFICATION DL-TLG1200 HEAD BEAM ANDDL-TLG1200 STATIC HANGERS
MAXIMUM SAFE WORKING LOAD (SWL)
= 300 TONNES PER LIFT POINT= 585 TONNES PER HEAD BEAMSEE DRAWINGS DL-TLG1200-005-01 AND 02 FOR LIFTING ARRANGEMENTS AND DUTY CHARTS
MAXIMUM HORIZONTAL LOAD = 5% OF VERTICAL LOAD IN ANY DIRECTION
MAXIMUM TRANSVERSE SLOPE OF HEAD BEAM= +/-1%
OPERATING TEMPERATURE = -20 TO +45 °C
DL-TLG1200 HEAD BEAM SUPPORTED ON 2 No. SUPPORT STOOL ASSEMBLIES AND COMPLETE WITH ALL EQUIPMENT IS SUITABLE FOR TRANSPORT IN A STANDARD 40' SHIPPING CONTAINER.
WEIGHTS:-DL-TLG1200 HEAD BEAMSTATIC HANGERSSUPPORT STOOL ASSEMBLIES
TOTAL OPERATING WEIGHTTOTAL TRANSPORT WEIGHT
DL-TLG1200HEAD BEAM
1200
SUPPORT SPAN UP TO 11.2m WITH STANDARD 11.75m HEAD BEAM
11750
HEAD BEAM
TELESCOPICCYLINDER
TELESCOPICCYLINDER
ROCKER JOINTASSEMBLY
ROCKER JOINTASSEMBLY
TELESCOPICCYLINDER
1025
305
1600
= 11,100 kg= 2x 1,950 kg= 2x 250 kg
= 15,000 kg= 15,500 kg
3900
525525
3900525 525
670 670
PIN
1600
HE
AD
BE
AM
LIFT POINT
FORK LIFT SLOTS
2755
CLCL
CL
500
400
1155
675
700
1600
HE
AD
BE
AM
2300
MA
XIM
UM
TR
AN
SP
OR
T H
EIG
HT
2 No. DL-TLG1200STATIC HANGERSPER HEAD BEAM
350350 2 No. DL-TLG1200STATIC HANGERSPER HEAD BEAM
HEADBEAM
458
LOWER SECTIONOF STATIC HANGERIS IDENTICAL TOPOWERED TROLLEYTO ALLOW FOR FUTUREUPGRADE IF REQUIRED
300 TONNESSWL SHACKLE(OPTIONAL)
SHACKLE BEAM(WITH SHACKLE REMOVED)SUITABLE FOR ALTERNATIVE RIGGING
LIFT POINT SPACING - 750 MINIMUM
SHACKLES REMOVEDFOR TRANSPORTATION
5.6m STANDARD TRACK SECTION - 1.4m AND 2.25m RAIL CENTRES
2.8m STANDARD TRACK SECTION1.4m AND 2.25m RAIL CENTRES
TYPICAL END VIEW2.25m RAIL CENTRES
TYPICAL END VIEW1.4m RAIL CENTRES
5.6m STANDARD TRACK SECTION1.4m RAIL CENTRES
5.6m STANDARD TRACK SECTION2.25m RAIL CENTRES
2.8m STANDARD TRACK SECTION1.4m RAIL CENTRES
2.8m STANDARD TRACK SECTION2.25m RAIL CENTRES
CONNECTION DETAILSBETWEEN RAIL SECTIONS
AND INSERT PIECES
CONNECTION DETAILBETWEEN RAIL SECTIONS
CONNECTION DETAIL
BETWEEN RAIL SECTIONSSIDE ELEVATION
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-TLG1200TELESCOPIC LIFTING GANTRY
PD
AW
JM
SAB
INFORMATION NTS
DL-TLG1200 STANDARD TRACK SECTIONSGENERAL ARRANGEMENTAND SPECIFICATION
DL-TLG1200-004 CC:\VaultWorkspace\Designs\_R00\_R029 DL-TLG1200 Telescopic Lifting Gantry\DL-TLG1200-004.idw
700
850
700
2250
1400
700
700
5729 MAXIMUM
5598
270
30
TOP OF RAIL
2 NOMINAL GAP
350
450 TYPICAL BEARING
PAD DIMENSIONS
700
700
1400
27982929 MAXIMUM
2 NOMINAL GAP
700
850
700
2250
270
30
TOP OF RAIL
3027
0
TOP OF RAIL
2250
INSERT PIECE
1400
Ø30 GUIDE BARS
30
270
TOP OF RAIL
SPECIFICATION FOR DL-TLG1200 STANDARD TRACK SECTIONS
STANDARD TRACK SECTIONS SUPPLIED IN
LENGTHS GIVING EFFECTIVE TRACK LENGTHS OF 5.6m AND 2.8m (OVERALL LENGTHS OF 5,804mm AND 3,004mm)
STANDARD TRACK SECTIONS SUPPLIED WITH RAILS AT 1.4m CENTRES AND WITH INSERT PIECES TO INCREASE RAILS TO 2.25m CENTRES
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
TRACK SECTION COMPONENTS ARE SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS
WEIGHTS5.6m LONG x 1.4m RAIL CENTRES = 2,900 kg5.6m LONG x 2.25m RAIL CENTRES = 3,020 kg2.8m LONG x 1.4m RAIL CENTRES = 1,590 kg2.8m LONG x 2.25m RAIL CENTRES = 1,660 kg
DL-TLG1200 Standard Track - Maximum Loads
Maximum Wheel Load on Track 78 Tonnes 55 Tonnes 38 TonnesMaximum Load on each Bearing Pad 144 Tonnes 100 Tonnes 71 TonnesMaximum Average Bearing Pressure under each Bearing Pad
9.0 MPa 6.3 MPa 4.4 MPa
Maximum Peak Bearing Pressure under each Bearing Pad
11.5 MPa 9.4 MPa 7.6 MPa
Telescopic Cylinder Stage 1 1.4m Rail Centres
Telescopic Cylinder Stage 2 2.25m Rail Centres
Telescopic Cylinder Stage 3 2.25m Rail Centres
TYPICAL BEARINGPAD DIMENSIONS
INSERT PIECE
M16 BOLTASSEMBLIES
350
450
Ø30 GUIDE BARS
2 No M20 THREADEDBARS PER RAILS
2 NOMINAL GAP2 No M20 THREADEDBARS PER RAILS
350 350
50 NOMINAL GAP
270
30
149 1100 1100 800 1100 1100
149 800 800 800
BEARING PAD.FOR MAX. LOADINGSEE TABLE BELOW.
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 MAINTENANCE MANUAL FOR FURTHER INFORMATION.
STAGE 2 : HEAD BEAM IN OPERATIONAL RANGE TO LEVEL 10100STAGE 3 : HEAD BEAM IN OPERATIONAL RANGE TO LEVEL 12300
STAGE 1 : HEAD BEAM IN OPERATIONAL RANGEFROM LEVEL 4500 TO LEVEL 7300
0.00 1.00 2.00 3.001 203.4 203.0 211.7 186.62 184.0 155.4 134.4 118.23 107.0 90.1 77.6 68.01 227.0 221.9 211.72 184.0 155.4 134.43 107.0 90.1 77.61 260.0 244.5 211.72 184.0 155.4 134.43 107.0 90.1 77.61 289.0 244.5 211.72 184.0 155.4 134.43 107.0 90.1 77.61 289.0 244.52 184.0 155.43 107.0 90.11 289.0 244.52 184.0 155.43 107.0 90.11 289.02 184.03 107.0
2.10
LIFT POINTS
SPACING LPS [m]
LOAD CENTRE OFFSET E [m] FROM SPAN CENTRE
Stage
SPAN 11.20mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]
7.00
8.00
3.00
4.00
5.00
6.00
0.00 1.00 2.00 3.001 236.0 235.4 205.1 178.92 184.0 152.6 130.1 113.23 107.0 88.4 75.1 65.11 267.7 240.1 205.1 178.92 184.0 152.6 130.1 113.23 107.0 88.4 75.1 65.11 289.0 240.1 205.12 184.0 152.6 130.13 107.0 88.4 75.11 289.0 240.1 205.12 184.0 152.6 130.13 107.0 88.4 75.11 289.0 240.12 184.0 152.63 107.0 88.41 289.0 240.12 184.0 152.63 107.0 88.41 289.02 184.03 107.0
7.00
8.00
3.00
4.00
5.00
6.00
Stage
SPAN 10.00mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]
2.10
LIFT POINTS
SPACING LPS [m]
LOAD CENTRE OFFSET E [m] FROM SPAN CENTRE
0.00 1.00 2.00 3.001 271.8 235.6 198.6 171.52 184.0 149.7 125.9 108.53 107.0 86.7 72.6 62.31 289.0 235.6 198.62 184.0 149.7 125.93 107.0 86.7 72.61 289.0 235.6 198.62 184.0 149.7 125.93 107.0 86.7 72.61 289.0 235.62 184.0 149.73 107.0 86.71 289.0 235.62 184.0 149.73 107.0 86.71 289.02 184.03 107.01 289.02 184.03 107.0
SPAN 9.00mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]
Stage
LIFT POINTS
SPACING LPS [m]
LOAD CENTRE OFFSET E [m] FROM SPAN CENTRE
6.00
7.00
8.00
2.10
3.00
4.00
5.00
0.00 1.00 2.001 289.0 230.3 191.12 184.0 146.3 121.13 107.0 84.7 69.81 289.0 230.3 191.12 184.0 146.3 121.13 107.0 84.7 69.81 289.0 230.32 184.0 146.33 107.0 84.71 289.0 230.32 184.0 146.33 107.0 84.71 289.02 184.03 107.01 289.02 184.03 107.0
6.00
7.00
2.10
3.00
4.00
5.00
SPAN 8.00mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]LOAD CENTRE
OFFSET E [m] FROM SPAN CENTRE
Stage
LIFT POINTS
SPACING LPS [m] 0.00 1.00 2.00
1 289.0 223.8 182.22 184.0 142.1 115.43 107.0 82.2 66.41 289.0 223.82 184.0 142.13 107.0 82.21 289.0 223.82 184.0 142.13 107.0 82.21 289.02 184.03 107.01 289.02 184.03 107.0
SPAN 7.00mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]LOAD CENTRE
OFFSET E [m] FROM SPAN CENTRE
Stage
LIFT POINTS
SPACING LPS [m]
6.00
2.10
3.00
4.00
5.00
0.00 1.001 289.0 215.62 184.0 136.83 107.0 79.11 289.0 215.62 184.0 136.83 107.0 79.11 289.02 184.03 107.01 289.02 184.03 107.0
SPAN 6.00mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]
LOAD CENTRE OFFSET E [m] FROM
SPAN CENTREStage
LIFT POINTS
SPACING LPS [m]
2.10
3.00
4.00
5.00
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-TLG1200TELESCOPIC LIFTING GANTRY
JM
SG
PD
SAB
INFORMATION AS SHOWN
LIFTING ARRANGEMENT AND DUTY CHARTS2 No. LIFT POINTS LOADED PER HEAD BEAM
DL-TLG1200-005-01 CC:\VaultWorkspace\Designs\_R00\_R029 DL-TLG1200 Telescopic Lifting Gantry\DL-TLG1200-005-01.idw
SPAN
LOAD
SAFE WORKING LOAD (SWL)PER LIFT POINT TABULATED BELOW.MAXIMUM LIFT LOAD PER HEAD BEAM= 2xTABULATED LOAD.
LIFT POINT SPACING (LPS)2100 MINIMUM
= =
SPAN = 11.2 MAXIMUM - 6.0m MINIMUM
1449
0
1230
0 M
AX
IMU
M -
ST
AG
E 3
2190
SAFE WORKING LOAD (SWL)PER LIFT POINT TABULATED BELOW.MAXIMUM LIFT LOAD PER HEAD BEAM= 2xTABULATED LOAD.
= =
LIFT POINT SPACING (LPS)2100 MINIMUM
TOP OF RAIL
= =
SPAN 11.2m MAXIMUM - 6.0m MINIMUM
4500
MIN
IMU
M -
ST
AG
E 0
6220
MA
XIM
UM
- S
TA
GE
1
7300
MA
XIM
UM
- S
TA
GE
121
90
9490
CLCL
SPAN
LOADLOAD CENTRE OFFSETFROM SPAN CENTRE
E
CLCL
LOAD CENTRE OFFSETFROM SPAN CENTRE
E
1010
0 M
AX
IMU
M -
ST
AG
E 2
9020
MA
XIM
UM
- S
TA
GE
2
TOP OF RAIL
1122
0 M
AX
IMU
M -
ST
AG
E 3
3420
MIN
IMU
NS
TA
GE
0
2250WHEEL CENTRES
DUTY CHARTS ASSUME THE FOLLOWING:-
STANDARD DL-TLG1200 COMPONENTS WITH DL-TLG1200 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 TOLERANCES SPECIFIED IN OPERATION AND MAINTENANCE MANUAL)
MAXIMUM TRANSVERSE SLOPE OF HEAD BEAM = +/- 1%
DL-TLG1200 STANDARD TRACK SECTIONS USED WITH 1.4m RAIL CENTRES FOR TELESCOPIC CYLINDER STAGE 1 AND 2.25mRAIL CENTRES FOR TELESCOPIC CYLINDERSTAGES 2 AND 3
TABULATED LOADS APPLIED TO SHACKLE OR, IF SHACKLE NOT USED, TO SHACKLE BEAM
IF THE DL-TLG1200 TELESCOPIC LIFTING GANTRY IS TO BE USED IN A CONFIGURATION NOT SHOWN ON THIS DRAWING, CONTACT DORMAN LONG TECHNOLOGY FOR SPECIFIC SAFE WORKING LOADS AND ANY SPECIAL CONDITIONS THAT MAY APPLY
= =
INTERPOLATION BETWEEN TABULATED VALUES PERMISSIBLESEE ALSO OPERATION AND MAINTENANCE MANUAL
1400 OR 2250WHEEL CENTRES
STAGE 1 : HEAD BEAM IN OPERATIONAL RANGEFROM LEVEL 4500 TO LEVEL 7300
STAGE 2 : HEAD BEAM IN OPERATIONAL RANGE TO LEVEL 10100STAGE 3 : HEAD BEAM IN OPERATIONAL RANGE TO LEVEL 12300
0.00 1.00 2.00 3.00 4.00
1 300.0 300.0 300.0 300.0 300.02 300.0 300.0 267.4 240.3 214.83 210.6 178.0 153.9 140.0 124.9
SPAN 11.20m
STAGE
SAFE W ORKING LOAD (SW L)PER LIFT POINT [TONNES]
SINGLE LIFT POINT LOADED
LIFT POINT OFFSET E [m] FROM SPAN CENTRE
0.00 1.00 2.00 3.00 4.001 300.0 300.0 300.0 300.0 300.02 300.0 300.0 258.8 230.7 204.53 210.3 174.4 148.8 134.4 118.9
SAFE W ORKING LOAD (SWL)PER LIFT POINT [TONNES]
SINGLE LIFT POINT LOADED
STAGE
LIFT POINT OFFSET E [m] FROM SPAN CENTRE
SPAN 10.00m
0.00 1.00 2.00 3.00 4.001 300.0 300.0 300.0 300.0 300.02 300.0 296.8 250.4 221.5 194.93 209.9 170.8 143.8 129.1 113.3
SAFE WORKING LOAD (SW L)PER LIFT POINT [TONNES]
SPAN 9.00m
LIFT POINT OFFSET E [m] FROM SPAN CENTRE
SINGLE LIFT POINT LOADED
STAGE
0.00 1.00 2.00 3.001 300.0 300.0 300.0 300.02 300.0 290.2 246.6 210.73 209.9 167.0 143.9 122.7
SINGLE LIFT POINT LOADED
STAGE
LIFT POINT OFFSET E [m] FROM SPAN CENTRE
SAFE W ORKING LOAD (SW L)PER LIFT POINT [TONNES]
SPAN 8.00m
0.00 1.00 2.00 3.001 300.0 300.0 300.0 300.02 300.0 282.1 235.1 198.23 210.0 162.3 137.1 115.3
SAFE W ORKING LOAD (SW L)PER LIFT POINT [TONNES]
SINGLE LIFT POINT LOADED
SPAN 7.00m
STAGE
LIFT POINT OFFSET E [m] FROM SPAN CENTRE
0.00 1.00 2.001 300.0 300.0 300.02 300.0 277.9 221.33 210.1 162.4 128.9
SAFE WORKING LOAD (SWL)PER LIFT POINT [TONNES]
SINGLE LIFT POINT LOADED
LIFT POINT OFFSET E[m] FROM SPAN CENTRE
STAGE
SPAN 6.00m
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-TLG1200TELESCOPIC LIFTING GANTRY
JM
SG
PD
SAB
INFORMATION AS SHOWN
LIFTING ARRANGEMENT AND DUTY CHARTSSINGLE LIFT POINT LOADED PER HEAD BEAM
DL-TLG1200-005-02 CC:\VaultWorkspace\Designs\_R00\_R029 DL-TLG1200 Telescopic Lifting Gantry\DL-TLG1200-005-02.idw
SPAN
SAFE WORKING LOAD (SWL)FOR SINGLE LIFT POINTTABULATED BELOW.
2190
SAFE WORKING LOAD (SWL)FOR SINGLE LIFT POINTTABULATED BELOW.
= =
SPAN = 11.2m MAXIMUM - 6.0m MINIMUM SPAN = 11.2m MAXIMUM - 6.0m MINIMUM
2190
DUTY CHARTS ASSUME THE FOLLOWING:-
STANDARD DL-TLG1200 COMPONENTS WITH DL-TLG1200 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 TOLERANCES SPECIFIED IN OPERATION AND MAINTENANCE MANUAL)
MAXIMUM TRANSVERSE SLOPE OF HEAD BEAM = +/- 1%
DL-TLG1200 STANDARD TRACK SECTIONS USED WITH 1.4m RAIL CENTRES FOR TELESCOPIC CYLINDER STAGE 1 AND 2.25mRAIL CENTRES FOR TELESCOPIC CYLINDERSTAGES 2 AND 3
TABULATED LOADS APPLIED TO SHACKLE OR, IF SHACKLE NOT USED, TO SHACKLE BEAM
IF THE DL-TLG1200 TELESCOPIC LIFTING GANTRY IS TO BE USED IN A CONFIGURATION NOT SHOWN ON THIS DRAWING, CONTACT DORMAN LONG TECHNOLOGY FOR SPECIFIC SAFE WORKING LOADS AND ANY SPECIAL CONDITIONS THAT MAY APPLY.
TOP OF RAIL
6220
MA
XIM
UM
- S
TA
GE
1
7300
MA
XIM
UM
- S
TA
GE
1
4500
MIN
IMU
M -
ST
AG
E 0
LIFT POINT OFFSETFROM SPAN CENTRE
3420
MIN
IMU
MS
TA
GE
0
9490
CL
E
LIFT POINT
9020
MA
XIM
UM
- S
TA
GE
2
1010
0 M
AX
IMU
M -
ST
AG
E 2
2250WHEEL CENTRES
1122
0 M
AX
IMU
M -
ST
AG
E 3
1230
0 M
AX
IMU
M -
ST
AG
E 3
TOP OF RAIL
CL
1449
0
LIFT POINT OFFSETFROM SPAN CENTRE
E
CL CLSPAN LIFT POINT
INTERPOLATION BETWEEN TABULATED VALUES PERMISSIBLESEE ALSO OPERATION AND MAINTENANCE MANUAL
= =
1400 OR 2250WHEEL CENTRES