6
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 information contained 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 Technology The Charles Parker Building Midland Road, Higham Ferrers Northamptonshire, NN10 8DN United Kingdom Tel: +44 (0) 1933 319133 Fax: +44 (0) 1933 319135 www.dormanlongtechnology.com DL-TLG100 TELESCOPIC LIFTING GANTRY JM SG PD SAB INFORMATION AS SHOWN 4-POINT LIFT SYSTEM GENERAL ARRANGEMENT AND SPECIFICATION DL-TLG100-001 A C:\VaultWorkspace\Designs\_R021 4 Point Lift System\DL-TLG100-001.idw MAIN FEATURES 100 TONNES GROSS LIFTING CAPACITY PER TELESCOPIC LIFTING UNIT. 400 TONNES TOTAL HIGH LATERAL LOAD CAPACITY ADJUSTABLE TRACK WIDTH FOR INCREASED STABILITY TRACKS CAN BE AT DIFFERENT LEVELS CENTRAL WIRELESS CONTROL WITH MANY SAFETY FEATURES ACCURATE ADJUSTMENT OF THE LOAD POSITION TO +/-1mm IN ALL DIRECTIONS MANY UNIQUE SAFETY FEATURES ALL COMPONENTS SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS A 25.11.11 INF INFORMATION SG SAB Rev Date Status Description By Chkd SPECIFICATION DL-TLG100, 4-POINT LIFT SYSTEM MAXIMUM SAFE WORKING LOAD (SWL) AT TOP OF TELESCOPIC CYLINDERS STAGE 1 = 400 TONNES @ 83 BAR STAGE 2 = 400 TONNES @ 120 BAR STAGE 3 = 276 TONNES @ 120 BAR SEE 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 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 + EARTH MAXIMUM 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 BEAM WITH CHAIN DRIVE FOR SECURE LATERAL MOVEMENT. SAFE WORKING LOAD 100 TONNES PER UNIT SEE DRG DL-TLG100-003 DL-TLG100-HB11.75 HEAD BEAM TO SUIT TRACK CENTRES UP TO 11.3m SEE DRG DL-TLG100-003 4 No. DL-TLG100 TELESCOPIC LIFTING UNITS SAFE WORKING LOAD 100 / 100 / 69 TONNES PER UNIT FOR STAGES 1 / 2 / 3 SEE DRG DL-TLG100-002 DL-TLG100 STANDARD TRACK SECTIONS AVAILABLE IN 2.8m AND 5.6m LENGTHS SEE DRG DL-TLG100-004 DL-P40 WIRELESS CONTROL UNIT LINKED TO CENTRAL POWER / CONTROL CABINET POWER IN (BY OTHERS) 40kW MAX RUNNING CENTRAL POWER / CONTROL CABINET (BY DLT) POWER AND CONTROL CABLES TO DL-TLG100 UNITS (BY DLT)

DL-TLG100-001 - dormanlong.comdormanlong.com/Download_files/DL-TLG100.pdfProject Eng: Checking Eng: Drawing No. Project Design Eng: Drawn by: Drawing Title Rev. Copyright c Dorman

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Page 1: DL-TLG100-001 - dormanlong.comdormanlong.com/Download_files/DL-TLG100.pdfProject Eng: Checking Eng: Drawing No. Project Design Eng: Drawn by: Drawing Title Rev. Copyright c Dorman

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)

Page 2: DL-TLG100-001 - dormanlong.comdormanlong.com/Download_files/DL-TLG100.pdfProject Eng: Checking Eng: Drawing No. Project Design Eng: Drawn by: Drawing Title Rev. Copyright c Dorman

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

Page 3: DL-TLG100-001 - dormanlong.comdormanlong.com/Download_files/DL-TLG100.pdfProject Eng: Checking Eng: Drawing No. Project Design Eng: Drawn by: Drawing Title Rev. Copyright c Dorman

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

Page 4: DL-TLG100-001 - dormanlong.comdormanlong.com/Download_files/DL-TLG100.pdfProject Eng: Checking Eng: Drawing No. Project Design Eng: Drawn by: Drawing Title Rev. Copyright c Dorman

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.

Page 5: DL-TLG100-001 - dormanlong.comdormanlong.com/Download_files/DL-TLG100.pdfProject Eng: Checking Eng: Drawing No. Project Design Eng: Drawn by: Drawing Title Rev. Copyright c Dorman

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

Page 6: DL-TLG100-001 - dormanlong.comdormanlong.com/Download_files/DL-TLG100.pdfProject Eng: Checking Eng: Drawing No. Project Design Eng: Drawn by: Drawing Title Rev. Copyright c Dorman

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

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 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