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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-TLG100TELESCOPIC LIFTING GANTRY
JM
SG
PD
SAB
INFORMATION AS SHOWN
4-POINT LIFT SYSTEMGENERAL ARRANGEMENT AND SPECIFICATION
DL-TLG100-001 AC:\VaultWorkspace\Designs\_R021 4 Point Lift System\DL-TLG100-001.idw
MAIN FEATURES
100 TONNES GROSS LIFTING CAPACITY PER TELESCOPIC LIFTING UNIT. 400 TONNES TOTALHIGH LATERAL LOAD CAPACITYADJUSTABLE TRACK WIDTH FOR INCREASED STABILITYTRACKS CAN BE AT DIFFERENT LEVELSCENTRAL WIRELESS CONTROL WITH MANY SAFETY FEATURESACCURATE ADJUSTMENT OF THE LOAD POSITION TO +/-1mm IN ALL DIRECTIONSMANY UNIQUE SAFETY FEATURESALL COMPONENTS SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS
A 25.11.11 INF INFORMATION SG SABRev Date Status Description By Chkd
SPECIFICATIONDL-TLG100, 4-POINT LIFT SYSTEM
MAXIMUM SAFE WORKING LOAD (SWL) AT TOP OF
TELESCOPIC CYLINDERSSTAGE 1 = 400 TONNES @ 83 BARSTAGE 2 = 400 TONNES @ 120 BARSTAGE 3 = 276 TONNES @ 120 BARSEE DRAWINGS DL-TLG100-005-01 AND 02 FOR LIFTING ARRANGEMENTS AND DUTY CHARTS
TEST LOAD = 1.25 X SWL AT EACH STAGE
MAXIMUM LATERAL LOAD (IN ANY DIRECTION) = 5% OF VERTICAL LOAD
MAXIMUM SLOPE OF TRACK IN ANY DIRECTION = +/- 1%
MAXIMUM TRANSVERSE SLOPE OF HEAD BEAM = +/- 1% INNORMAL OPERATING CONDITIONS
MAXIMUM WHEEL LOAD = 50 TONNES
SLOPE OF HEAD BEAM = +/- 1% IN NORMAL OPERATING CONDITIONS
MAXIMUM LIFTING SPEED = 0.5 m/minute - CONSTANT FOR ALL TELESCOPIC CYLINDER STAGES
MAXIMUM LOWERING SPEED = 0.5 m/minute - CONSTANT FOR ALL TELESCOPIC CYLINDER STAGES
LONGITUDINAL MOVEMENT SPEED OF TELESCOPIC LIFTING UNITS = 3.0 m/minute (FAST) AND 0.5 m/minute (SLOW)
TRANSVERSE MOVEMENT SPEED OF POWERED TROLLEYS = 0.5 m/minute
POWER SUPPLY = 380-440V, 50-60hz, 3 PHASE + EARTHMAXIMUM POWER CONSUMPTION = 10 kW PER
TELESCOPIC LIFTING UNIT
CONTROL SYSTEM = CENTRAL WIRELESS CONTROL CONSOLE PLUS LOCAL PENDANT CONTROLLER TO EACH TELESCOPIC LIFTING UNIT
OPERATING TEMPERATURE = -20 TO +45 °C
ALL COMPONENTS OF DL-TLG100 SYSTEM SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS
2 No. DL-TLG100 POWERED TROLLEYS PER HEAD BEAMWITH CHAIN DRIVE FOR SECURE LATERAL MOVEMENT.SAFE WORKING LOAD 100 TONNES PER UNITSEE DRG DL-TLG100-003
DL-TLG100-HB11.75HEAD BEAM TO SUIT TRACKCENTRES UP TO 11.3mSEE DRG DL-TLG100-003
4 No. DL-TLG100 TELESCOPICLIFTING UNITSSAFE WORKING LOAD100 / 100 / 69 TONNES PER UNITFOR STAGES 1 / 2 / 3SEE DRG DL-TLG100-002
DL-TLG100 STANDARD TRACK SECTIONSAVAILABLE IN 2.8m AND 5.6m LENGTHSSEE DRG DL-TLG100-004
DL-P40 WIRELESS CONTROLUNIT LINKED TO CENTRALPOWER / CONTROL CABINET
POWER IN (BY OTHERS)40kW MAX RUNNING
CENTRAL POWER / CONTROL CABINET(BY DLT)POWER AND CONTROL CABLESTO DL-TLG100 UNITS (BY DLT)
DIMENSIONS FOR TRANSPORT
UNIT FOLDED FOR TRANSPORT
DIMENSIONS FOR OPERATION
STAGE 3CAPACITY: 69 Tonnes (EACH UNIT)
MAX % TIPPING = 60%
STAGE 2CAPACITY: 100 Tonnes (EACH UNIT)
MAX % TIPPING = 50%
STAGE 1CAPACITY: 100 Tonnes (EACH UNIT)
MAX % TIPPING = 62%
STAGE 0
DETAIL 01WHEEL DETAIL
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-TLG100TELESCOPIC LIFTING GANTRY
PD
AW
JM
SAB
FOR INFORMATION AS SHOWN
DL-TLG100 TELESCOPIC LIFTING UNITGENERAL ARRANGEMENTAND SPECIFICATION
DL-TLG100-002 AC:\VaultWorkspace\Designs\_R021 4 Point Lift System\DLC-TLG100-002.idw
01
A 22.11.11 INF Issued for INFORMATION AW SABRev Date Status Description By Chkd
SPECIFICATIONTELESCOPIC LIFTING UNIT
MAXIMUM SAFE WORKING LOAD (SWL) AT TOP OF TELESCOPIC
CYLINDERSSTAGE 1 = 100 TONNES @ 83 BARSTAGE 2 = 100 TONNES @ 120 BARSTAGE 3 = 69 TONNES @ 120 BARSEE DRAWINGS DL-TLG100-005-01 AND 02 FOR LIFTING ARRANGEMENTS AND DUTY CHARTS
TEST LOAD = 1.25 X SWL AT EACH STAGE
MAXIMUM LATERAL LOAD (IN ANY DIRECTION) = 5% OF VERTICAL LOAD
MAXIMUM SLOPE OF TRACK IN ANY DIRECTION = +/- 1%
MAXIMUM TRANSVERSE SLOPE OF HEAD BEAM = +/- 1% IN NORMAL OPERATING CONDITIONS
THE MAXIMUM % TIPPING FIGURES GIVEN FOR STAGES 1, 2 AND3 ASSUME 5% LATERAL LOAD AT THE TOP OF THE HEADER BEAM PLUS 1% SLOPE IN ANY DIRECTION OF THE TRACK
MAXIMUM WHEEL LOAD = 50 TONNES
MAXIMUM LIFTING SPEED = 0.5 m/minute - CONSTANT FOR ALL TELESCOPIC CYLINDER STAGES
MAXIMUM LOWERING SPEED = 0.5 m/minute - CONSTANT FOR ALL TELESCOPIC CYLINDER STAGES
LONGITUDINAL MOVEMENT SPEED OF TELESCOPIC LIFTING UNITS - FAST / SLOW = 3.0 m/minute / 0.5 m/minute
POWER SUPPLY = 380-440V, 50-60hz, 3 PHASE + EARTHMAXIMUM POWER CONSUMPTION = 10 kW PER TELESCOPIC
LIFTING UNIT
CONTROL SYSTEM = CENTRAL WIRELESS CONTROL CONSOLE PLUS LOCAL PENDANT CONTROLLER TO EACH DL-TLG100 TELESCOPIC LIFTING UNIT
OPERATING TEMPERATURE = -20 TO +45 °C
TELESCOPIC CYLINDER FOLDS AS SHOWN SO THAT COMPLETE DL-TLG100 TELESCOPIC LIFTING UNIT (WITH BOGIE EXTENSION PIECES) IS SUITABLE FOR TRANSPORT IN A STANDARD SHIPPING CONTAINER
WEIGHTSBASE UNIT - STEEL FRAME AND PINS = 2,645 kgBASE UNIT - DRIVEN BOGIES (2 x 385 kg) = 770 kgBASE UNIT - UN-DRIVEN BOGIES (2 x 265 kg) = 530 kgBASE UNIT - OTHER EQUIPMENT = 800 kgTELESCOPIC CYLINDER = 2,670 kgROCKER JOINT ASSEMBLY = 195 kgHYDRAULIC OIL = 600 kg
TOTAL = 8,210 kg
OIL TANK SIZE = 2 x 350 litres = 700 litres
3637
3600
2135
1270 OVERALL
1050 FORK LIFT SLOTS
1900 WHEEL CENTRES
2595 OVERALL
SPRINGCABLE REEL
400WHEELS1000 WHEEL CENTRES
1270 OVERALL
9287
(M
AX
IMU
M)
7787
(M
AX
IMU
M)
5787
(M
AX
IMU
M)
3787
MIN
IMU
M
1700 EXTENDED WHEEL CENTRES
1970 OVERALL (EXTENDED WHEEL CENTRES)
1700 1700 1000 1000
ROCKER JOINT
TELESCOPIC CYLINDERS DESGNED FOR 5% SIDELOAD AT FULL EXTENSION AND FOR THE STAGESTO EXTEND AND RETRACT IN THE CORRECTSEQUENCE UNDER LOAD
2 No HYDRAULICOIL TANKS
ELECTRIC MOTOR ANDHYDRAULIC PUMP
2 No DRIVEN BOGIES2 No UN-DRIVEN BOGIESPER UNIT
3787
MIN
IMU
M
DL-CY16-840-120 TURNING RAMTO CHANGE BETWEEN TRANSPORTAND OPERATING CONFIGURATIONS
ELECTRICALCABINET
400
50
485
60°
23R13
42
190
1970 OVERALL(EXTENDED WHEEL CENTRES)
1500
ST
RO
KE
2000
ST
RO
KE
2000
ST
RO
KE
UNDERSIDEOF HEAD RAM
HEAD BEAM ASSEMBLY IN LIFTING CONFIGURATION ( 1 : 50 )OPERATIONAL WEIGHT 9.89 TONNES
HEAD BEAM ASSEMBLY IN LIFTING CONFIGURATION
HEAD BEAM ASSEMBLY IN TRANSPORT CONFIGURATION ( 1 : 50 )TRANSPORT WEIGHT 10.31 TONNES
A-A ( 1 : 50 )
END ELEVATION ( 1 : 50 )
POWERED TROLLEY(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-TLG100TELESCOPIC LIFTING GANTRY
JM
SG
PD
SAB
INFORMATION AS SHOWN
DL-TLG100-HB11.75 HEAD BEAM ANDPOWERED TROLLEYGENERAL ARRANGEMENT AND SPECIFICATION
DL-TLG100-003 AC:\VaultWorkspace\Designs\_R021 4 Point Lift System\DL-TLG100-003.idw
LIFT POINT LIFT POINT
A
A
PIN
A 25.11.11 INF INFORMATION SG SABRev Date Status Description By Chkd
CHAIN ANCHORAGE ASSEMBLY
DL-TLG100-HB11.75HEAD BEAM
11750
SPECIFICATION DL-TLG100-HB11.75 HEAD BEAM ANDPOWERED TROLLEY
SAFE WORKING LOAD (SWL) = 100 TONNES PER LIFT
POINTSEE DRAWINGS DL-TLG100-005-01 AND 02 FOR LIFTING ARRANGEMENTS AND DUTY CHARTS
MAXIMUM LATERAL LOAD (IN ANY DIRECTION) = 5% OF VERTICAL LOAD
MAXIMUM TRANSVERSE SLOPE OF HEAD BEAM = +/- 1% IN NORMAL OPERATING CONDITIONS
TRANSVERSE MOVEMENT SPEED OF POWERED TROLLEYS = 0.5 m/minute
POWER SUPPLY = 380-440V, 50-60hz, 3 PHASE + EARTH
MAXIMUM POWER CONSUMPTION = 10 kW PER TELESCOPIC LIFTING UNIT
CONTROL SYSTEM = CENTRAL WIRELESS CONTROL CONSOLE PLUS LOCAL PENDANT CONTROLLER TO EACH DL-TLG TELESCOPIC LIFTING UNIT
OPERATING TEMPERATURE = -20 TO +45 °C
DL-TLG100-HB11.75 HEAD BEAM SUPPORTED ON TRANSPORT SUPPORT STOOLS AND COMPLETE WITH ALL EQUIPMENT IS SUITABLE FOR TRANSPORT IN A STANDARD 40' SHIPPING CONTAINER
WEIGHTSDL-TLG100-HB11.75 HEAD BEAM = 6,270 kgPOWERED TROLLEY = 2 x 1,590 kgCHAIN AND CHAIN ANCHORAGE ASSEMBLIES = 440 kgTRANSPORT SUPPORT STOOL = 2 x 210 kg
TOTAL OPERATING WEIGHT = 9,890 kgTOTAL TRANSPORT WEIGHT = 10,310 kg
DL-TLG100-HB11.75HEAD BEAM
2 No. POWERED TROLLEYS PER HEAD BEAMWITH CHAIN DRIVE FOR SECURE LATERAL MOVEMENT
TRANSPORTSUPPORT STOOL
TRANSPORTSUPPORT STOOL
2280
MA
XIM
UM
HE
IGH
T
1580
800
470
522
CLCL
595 970
2 No. POWERED TROLLEYSPER HEAD BEAM WITH CHAINDRIVE FOR SECURELATERAL MOVEMENT
SUPPORT SPAN UP TO 11.3m WITH STANDARD 11.75m HEAD BEAM
POWEREDTROLLEY
HEAD BEAM
CHAINANCHORAGEASSEMBLY
CHAINANCHORAGEASSEMBLY
1050FORK LIFT SLOTS
11750
700
POWEREDTROLLEY
HEAD BEAM
TRANSPORTSUPPORT STOOL
TELESCOPICCYLINDERTELESCOPIC
CYLINDER
ROCKER JOINTASSEMBLYROCKER JOINT
ASSEMBLY
CHAIN DRIVER
ELECTRICGEAR MOTOR
120 TONNESSWL SHACKLE(OPTIONAL)
ROLLER CHAIN
NEEDLE BEAM(WITH SHACKLE REMOVED)
590 590
TELESCOPICCYLINDER
715
LIFT POINT SPACING - 1250 MINIMUM
366 590
178
448
297
CL
2.8m STANDARD TRACK SECTION1.0m RAIL CENTRES
2.8m STANDARD TRACK SECTION1.7m RAIL CENTRES
5.6m STANDARD TRACK SECTION1.0m RAIL CENTRES
5.6m STANDARD TRACK SECTION1.7m RAIL CENTRES
2.8m STANDARD TRACK SECTION1.0m AND 1.7m RAIL CENTRES
5.6m STANDARD TRACK SECTION - 1.0m AND 1.7m RAIL CENTRES
TYPICAL END VIEW1.0m RAIL CENTRES
TYPICAL END VIEW1.7m 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-TLG100TELESCOPIC LIFTING GANTRY
PD
AW
JM
SAB
FOR INFORMATION AS SHOWN
DL-TLG100 STANDARD TRACK SECTIONSGENERAL ARRANGEMENTAND SPECIFICATION
DL-TLG100-004 AC:\VaultWorkspace\Designs\_R021 4 Point Lift System\TRACK SECTIONS\DL-TLG100-004.idw
A 22.11.11 INF Issued for INFORMATION AW SABRev Date Status Description By Chkd
1000
5598 2 NOMINAL GAP17
0019
0
20
DL-TLG100 Standard Track Bearing Pads Max Loads
Maximum Wheel Load on Track 49.3 Tonnes 49.9 Tonnes 39.8 TonnesMaximum Load on each Bearing Pad 49.6 Tonnes 50.1 Tonnes 39.9 TonnesMaximum Average Bearing Pressure under each Bearing Pad
6.2 MPa 6.3 MPa 5.0 MPa
Maximum Peak Bearing Pressure under each Bearing Pad
11.2 MPa 11.6 MPa 8.6 MPa
Telescopic Cylinder Stage 1 1.0m Rail Centres
1000
1700
2798
190
20
TOP OF RAIL
TOP OF RAIL
SPECIFICATIONDL-TLG100 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 1.0mm CENTRES AND WITH INSERT PIECES TO INCREASE RAILS TO 1.7m CENTRES
MAXIMUM SLOPE OF TRACK IN ANY DIRECTION = +/- 1%
FOR MAXIMUM WHEEL LOADS AND BEARING PAD LOADS AND PRESSURES SEE TABLE
OPERATING TEMP = -20 TO +45°C
FULLY ASSEMBLED STANDARD TRACK SECTIONS ARE SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS
WEIGHTS5.6m LONG x 1.0m RAIL CENTRES = 1,400 kg5.6m LONG x 1.7m RAIL CENTRES = 1,470 kg2.8m LONG x 1.0m RAIL CENTRES = 760 kg2.8m LONG x 1.7m RAIL CENTRES = 810 kg
Telescopic Cylinder Stage 2 1.7m Rail Centres
Telescopic Cylinder Stage 3 1.7m Rail Centres
THE MAXIMUM WHEEL LOADS AND BEARING PAD LOADS TABULATED BELOW ASSUME 5% LATERAL LOAD AT THE TOP OF THE HEADER BEAM PLUS 1% SLOPE IN ANY DIRECTION OF THE TRACK
190
20
TOP OF RAIL
1000
1700
190
20
TOP OF RAIL
2 No M16 THREADEDBARS PER RAIL
2 No M16 THREADEDBARS PER RAIL
2 NOMINAL GAP
M12 BOLTASSEMBLIES
2 NOMINAL GAP
5803 MAXIMUM
260
300TYPICAL BEARINGPAD DIMENSIONS
500
500
500
700
500
500
500
500
700
500
300260
TYPICAL BEARINGPAD DIMENSIONS
Ø20 GUIDE BAR
190
20 300
10 NOMINAL GAP
390
Ø20 GUIDE BAR
3003 MAXIMUM
INSERT PIECE
INSERT PIECE
INSERT PIECE
BEARING PAD.FOR MAX. LOADINGSEE TABLE BELOW.
STAGES 1 AND 2 : HEAD BEAM IN OPERATIONAL RANGEFROM LEVEL 3787 TO LEVEL 7787
STAGE 3 : HEAD BEAM IN OPERATIONAL RANGEFROM LEVEL 7787 TO LEVEL 9287
0.00 1.00 2.00 3.00 4.001 AND 2 62.5 63.4 69.7 61.5 55.0
3 62.1 52.5 45.4 40.0 35.71 AND 2 68.0 68.0 69.8 61.5
3 62.1 52.5 45.4 40.01 AND 2 76.7 75.0 69.8 61.5
3 62.1 52.5 45.4 40.01 AND 2 87.9 80.5 69.8
3 62.1 52.5 45.41 AND 2 95.1 80.5 69.8
3 62.1 52.5 45.41 AND 2 95.1 80.5
3 62.1 52.51 AND 2 95.1 80.5
3 62.1 52.51 AND 2 95.1
3 62.11 AND 2 95.1
3 62.1
STAGE
1.25
SPAN 11.30mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]
LOAD CENTRE OFFSET E [m] FROM SPAN CENTRE
LIFT POINTS
SPACING LPS [m]
2.00
3.00
4.00
5.00
6.00
7.00
8.00
9.00
0.00 1.00 2.00 3.001 AND 2 72.5 73.9 67.4 58.8
3 62.1 51.4 43.9 38.21 AND 2 79.8 78.9 67.4 58.8
3 62.1 51.4 43.9 38.21 AND 2 91.9 78.9 67.4 58.8
3 62.1 51.4 43.9 38.21 AND 2 95.1 78.9 67.4
3 62.1 51.4 43.91 AND 2 95.1 78.9 67.4
3 62.1 51.4 43.91 AND 2 95.1 78.9
3 62.1 51.41 AND 2 95.1 78.9
3 62.1 51.41 AND 2 95.1
3 62.11 AND 2 95.1
3 62.1
LIFT POINTS
SPACING LPS [m]
1.25
2.00
3.00
LOAD CENTRE OFFSET E [m] FROM SPAN CENTRE
8.00
9.00
SPAN 10.00mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]
4.00
5.00
6.00
7.00
STAGE 0.00 1.00 2.00 3.001 AND 2 82.5 77.5 65.3 56.4
3 62.1 50.5 42.5 36.61 AND 2 91.9 77.5 65.3 56.4
3 62.1 50.5 42.5 36.61 AND 2 95.1 77.5 65.3
3 62.1 50.5 42.51 AND 2 95.1 77.5 65.3
3 62.1 50.5 42.51 AND 2 95.1 77.5
3 62.1 50.51 AND 2 95.1 77.5
3 62.1 50.51 AND 2 95.1
3 62.11 AND 2 95.1
3 62.1
1.25
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
7.00
8.00
3.00
4.00
5.00
6.00
0.00 1.00 2.001 AND 2 95.1 75.7 62.8
3 62.1 49.3 40.81 AND 2 95.1 75.7 62.8
3 62.1 49.3 40.81 AND 2 95.1 75.7 62.8
3 62.1 49.31 AND 2 95.1 75.7
3 62.1 49.31 AND 2 95.1 75.7
3 62.1 49.31 AND 2 95.1
3 62.11 AND 2 95.1
3 62.1
1.25
LIFT POINTS
SPACING LPS [m]
LOAD CENTRE OFFSET E [m] FROM SPAN
CENTRE
SPAN 8.00mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]
STAGE
6.00
7.00
2.00
3.00
4.00
5.00
0.00 1.00 2.001 AND 2 95.1 73.6 59.9
3 62.1 47.9 38.91 AND 2 95.1 73.6 59.9
3 62.1 47.9 38.91 AND 2 95.1 73.6
3 62.1 47.91 AND 2 95.1 73.6
3 62.1 47.91 AND 2 95.1
3 62.11 AND 2 95.1
3 62.1
LIFT POINTS
SPACING LPS [m]
LOAD CENTRE OFFSET E [m] FROM SPAN
CENTRE
5.00
6.00
SPAN 7.00mSAFE WORKING LOAD (SWL)
PER LIFT POINT [TONNES]
1.25
2.00
3.00
4.00
STAGE
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-TLG100TELESCOPIC LIFTING GANTRY
JM
SG
PD
SAB
INFORMATION AS SHOWN
LIFTING ARRANGEMENT AND DUTY CHARTS2 No. LIFT POINTS LOADED PER HEAD BEAM
DL-TLG100-005-01 AC:\VaultWorkspace\Designs\_R021 4 Point Lift System\DL-TLG100-005-01.idw
LOAD
SPAN
LOADSPAN
A 25.11.11 INF INFORMATION SG SABRev Date Status Description By Chkd
DUTY CHARTS ASSUME THE FOLLOWING:-
STANDARD DL-TLG100 COMPONENTS WITHDL-TLG100-HB11.75 HEAD BEAM
2 No. LIFT POINTS EQUALLY LOADED PER HEAD BEAM
MAXIMUM LATERAL LOAD (IN ANY DIRECTION) = 5% OF VERTICAL LOAD
MAXIMUM SLOPE OF TRACK IN ANY DIRECTION = +/- 1%
MAXIMUM TRANSVERSE SLOPE OF HEAD BEAM = +/- 1% IN NORMAL OPERATING CONDITIONS
TABULATED LOADS APPLIED TO SHACKLE OR, IF SHACKLE NOT USED, TO NEEDLE BEAM.
7072
MA
XIM
UM
ST
AG
E 2
9367
7787
MA
XIM
UM
ST
AG
E 2
1580
3787
MIN
IMU
MS
TA
GE
0
SPAN - 11300 MAXIMUM= =
CL
SAFE WORKINGLOAD (SWL)PER LIFT POINTTABULATED BELOWMAXIMUM LIFTLOAD PER HEAD BEAM= 2xTABULATED LOAD
CL
E LOAD CENTRE OFFSET FROM SPAN CENTRE
LIFT POINTS SPACING (LPS)1250 MINIMUM
= =
TOP OF RAIL
3072
MIN
IMU
MS
TA
GE
0
1086
7
CL
TOP OF RAIL
= =
LIFT POINTS SPACING (LPS)1250 MINIMUM
E (LOAD CENTRE OFFSET FROM SPAN CENTRE)
CL
= =
SPAN - 11300 MAXIMUM
8572
MA
XIM
UM
ST
AG
E 370
72
9287
MA
XIM
UM
ST
AG
E 3
1580
8572
MA
XIM
UM
ST
AG
E 370
72
SAFE WORKINGLOAD (SWL)PER LIFT POINTTABULATED BELOWMAXIMUM LIFTLOAD PER HEAD BEAM= 2xTABULATED LOAD
9287
MA
XIM
UM
ST
AG
E 3
1580
7787
ST
AG
E 2
STAGE 3 : HEAD BEAM IN OPERATIONAL RANGEFROM LEVEL 7787 TO LEVEL 9287
STAGES 1 AND 2 : HEAD BEAM IN OPERATIONAL RANGEFROM LEVEL 3787 TO LEVEL 7787
0.00 1.00 2.00 3.00 4.00 1 AND 2 100.0 100.0 100.0 100.0 100.0
3 100.0 100.0 90.3 79.6 72.8
SPAN 11.30m
STAGE
LIFT POINT OFFSET E [m] FROM SPAN CENTRE
SINGLE LIFT POINT LOADED
SAFE WORKING LOAD (SWL)PER LIFT POINT [TONNES]
0.00 1.00 2.00 3.00 4.00 1 AND 2 100.0 100.0 100.0 100.0 100.0
3 100.0 100.0 87.2 76.1 69.0
SPAN 10.00m
STAGELIFT POINT OFFSET E [m] FROM SPAN CENTRE
SINGLE LIFT POINT LOADED
SAFE W ORKING LOAD (SW L)PER LIFT POINT [TONNES]
0.00 1.00 2.00 3.00 4.00 1 AND 2 100.0 100.0 100.0 100.0 100.0
3 100.0 100.0 84.4 74.7 65.7
SPAN 9.00m
STAGE
LIFT POINT OFFSET E [m] FROM SPAN CENTRE
SINGLE LIFT POINT LOADED
SAFE WORKING LOAD (SWL)PER LIFT POINT [TONNES]
0.00 1.00 2.00 3.00 1 AND 2 100.0 100.0 100.0 100.0
3 100.0 97.8 81.3 71.0
SPAN 8.00m
STAGE
SAFE WORKING LOAD (SWL)
SINGLE LIFT POINT LOADED
LIFT POINT OFFSET E [m] FROM SPAN CENTRE
PER LIFT POINT [TONNES]
0.00 1.00 2.00 3.00 1 AND 2 100.0 100.0 100.0 100.0
3 100.0 95.1 79.3 66.8
SPAN 7.00m
STAGE
LIFT POINT OFFSET E [m] FROM SPAN CENTRE
SAFE WORKING LOAD (SWL)PER LIFT POINT [TONNES]
SINGLE LIFT POINT LOADED
0.00 1.00 2.00 1 AND 2 100.0 100.0 100.0
3 100.0 91.7 74.6
SPAN 6.00m
STAGE
LIFT POINT OFFSET E [m] FROM SPAN CENTRE
SAFE WORKING LOAD (SWL)PER LIFT POINT [TONNES]
SINGLE LIFT POINT LOADED
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
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DL-TLG100TELESCOPIC LIFTING GANTRY
JM
SG
PD
SAB
INFORMATION AS SHOWN
LIFTING ARRANGEMENT AND DUTY CHARTSSINGLE LIFT POINT LOADED PER HEAD BEAM
DL-TLG100-005-02 AC:\VaultWorkspace\Designs\_R021 4 Point Lift System\DL-TLG100-005-02.idw
LIFT POINTSPAN
SPAN LIFT POINT
A 25.11.11 INF INFORMATION SG SABRev Date Status Description By Chkd
DUTY CHARTS ASSUME THE FOLLOWING:-
STANDARD DL-TLG100 COMPONENTS WITHDL-TLG100-HB11.75 HEAD BEAM
1 No. LIFT POINT LOADED PER HEAD BEAM
MAXIMUM LATERAL LOAD (IN ANY DIRECTION) = 5% OF VERTICAL LOAD
MAXIMUM SLOPE OF TRACK IN ANY DIRECTION = +/- 1%
MAXIMUM TRANSVERSE SLOPE OF HEAD BEAM = +/- 1% IN NORMAL OPERATING CONDITIONS
TABULATED LOADS APPLIED TO SHACKLE OR, IF SHACKLE NOT USED, TO NEEDLE BEAM.
9287
MA
XIM
UM
ST
AG
E 3
1580
SPAN - 11300 MAXIMUM
= =
CL
1086
7
TOP OF RAIL
E LIFT POINT OFFSET FROM SPAN CENTRE
SAFE WORKING LOAD(SWL) FOR SINGLELIFT POINTTABULATED BELOW
7072
8572
MA
XIM
UM
ST
AG
E 3
SAFE WORKING LOAD(SWL) FOR SINGLELIFT POINTTABULATED BELOW
E LIFT POINT OFFSET FROM SPAN CENTRE
CL
= =
SPAN - 11300 MAXIMUM
3073
MIN
IMU
MS
TA
GE
0
7072
MA
XIM
UM
ST
AG
E 2
7787
MA
XIM
UM
ST
AG
E 2
1580
9367
TOP OF RAIL
3073
MIN
IMU
MS
TA
GE
0
7072
MA
XIM
UM
ST
AG
E 2
7787
MA
XIM
UM
ST
AG
E 2
1580
9367
3787
MIN
IMU
MS
TA
GE
0
TOP OF RAIL
CL
CL
7787
ST
AG
E 2