INFORMATION · 2019. 8. 1. · Tel: +44 (0) 1933 319133 DL-TLG400 TELESCOPIC LIFTING GANTRY PD AW...

7
MAIN FEATURES 400 TONNES LIFTING CAPACITY ON FOUR LIFTING UNITS 100 TONNES LIFTING CAPACITY PER LIFTING UNIT HIGH HORIZONTAL LOAD CAPACITY ADJUSTABLE TRACK WIDTH FOR INCREASED STABILITY TRACKS CAN BE AT DIFFERENT LEVELS CENTRAL WIRELESS CONTROL OF ALL FUNCTIONS ACCURATE ADJUSTMENT OF THE LOAD POSITION TO +/-1mm IN ALL DIRECTIONS ALL COMPONENTS SUBJECT TO STATIC TEST AT 125% OF SWL AND DYNAMIC TESTS OF ALL FUNCTIONS AT 110% OF SWL IN ACCORDANCE WITH APPROPRIATE EUROPEAN DIRECTIVES ALL COMPONENTS AND COMPLETE DL-TLG400 SYSTEM CE MARKED IN ACCORDANCE WITH APPROPRIATE EUROPEAN DIRECTIVES ALL COMPONENTS SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS Project Eng: Checking Eng: Drawing No. Project Design Eng: Drawn by: Drawing Title Rev. Copyright c DLT Engineering Ltd. DO NOT SCALE NOTES Scales (At A3) This drawing has been produced by DLT Engineering in accordance with the instructions of the client for their sole and specific use. DLT Engineering 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 DLT Engineering at the address given below before executing such part of the works. Drawing Status Original Drawing size: A3 DLT Engineering International House Midland Road, Higham Ferrers Northamptonshire, NN10 8DN United Kingdom Tel: +44 (0) 1933 319133 www.dlteng.com DL-TLG400 TELESCOPIC LIFTING GANTRY JM SG PD SAB INFORMATION AS SHOWN 4 POINT TELESCOPIC LIFTING GANTRY GENERAL ARRANGEMENT AND SPECIFICATION DL-TLG400-001 N1 C:\VaultWorkspace\Designs\_R00\_R021 DL-TLG400 Telescopic Gantry\DL-TLG400-001.idw 2 No. DL-TLG400 POWERED TROLLEYS PER HEAD BEAM WITH CHAIN DRIVE FOR SECURE LATERAL MOVEMENT. SAFE WORKING LOAD 100 TONNES PER UNIT SEE DRG DL-TLG400-003-01 DL-TLG400 HEAD BEAM TO SUIT TRACK CENTRES UP TO 11.3m SEE DRGS DL-TLG400-003-01 & 02 4 No. DL-TLG400 LIFTING UNITS EACH WITH 3 STAGE TELESCOPIC CYLINDER. SAFE WORKING LOAD 100, 100 AND 70 TONNES PER UNIT FOR TELESCOPIC CYLINDER STAGES 1, 2 AND 3 SEE DRG DL-TLG400-002 DL-TLG400 STANDARD TRACK SECTIONS AVAILABLE IN 2.8m AND 5.6m LENGTHS SEE DRG DL-TLG40-004 SPECIFICATION FOR DL-TLG400, 4-POINT LIFT SYSTEM MAXIMUM SAFE WORKING LOAD (SWL) AT TOP OF TELESCOPIC CYLINDERS STAGE 1 = 400 TONNES @ 83 BAR WORKING PRESSURE STAGE 2 = 400 TONNES @ 120 BAR WORKING PRESSURE STAGE 3 = 280 TONNES @ 120 BAR WORKING PRESSURE SEE DRAWINGS DL-TLG400-005-01 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 = 53 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-TLG400 LIFTING UNITS = 3.0 m/minute (FAST) AND 1.0 m/minute (SLOW) TRANSVERSE MOVEMENT SPEED OF DL-TLG400 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 = 10 kW RUNNING PER DL-TLG400 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-TLG400 LIFTING UNIT OPERATING TEMPERATURE = -20 TO +45 °C SUBJECT TO HYDRAULIC OIL GRADE USED ALL COMPONENTS OF DL-TLG400 SYSTEM SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS LONGITUDINAL TRANSVERSE POWER AND CONTROL CABLES TO DL-TLG400 LIFTING UNITS (BY DLT) WIRELESS CONTROL CONSOLE LINKED TO CENTRAL CONTROL UNIT POWER IN (BY OTHERS) 40 kW MAX RUNNING CENTRAL CONTROL UNIT (BY DLT) COMPRISING POWER DISTRIBUTION CABINET AND PLC CABINET NOTE: HEAD BEAMS WITH POWERED TROLLIES SHOWN. HEAD BEAMS WITH STATIC HANGERS AVAILABLE. SEE DRG DL-TLG400-003-02

Transcript of INFORMATION · 2019. 8. 1. · Tel: +44 (0) 1933 319133 DL-TLG400 TELESCOPIC LIFTING GANTRY PD AW...

  • MAIN FEATURES

    400 TONNES LIFTING CAPACITY ON FOUR LIFTING UNITS 100 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-TLG400 SYSTEM CE MARKED IN ACCORDANCE WITH

    APPROPRIATE EUROPEAN DIRECTIVESALL COMPONENTS SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS

    Project Eng:

    Checking Eng:

    Drawing No.

    Project

    Design Eng:

    Drawn by:

    Drawing Title

    Rev.

    Copyright c DLT Engineering Ltd.

    DO NOT SCALE

    NOTES

    Scales(At A3)

    This drawing has been produced by DLT Engineering in accordance with the instructions of the client for their sole and specific use.

    DLT Engineering 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 DLT Engineering at the address given below before executing such part of the works.

    Drawing Status

    Original Drawing size: A3

    DLT EngineeringInternational House

    Midland Road, Higham FerrersNorthamptonshire, NN10 8DN

    United KingdomTel: +44 (0) 1933 319133

    www.dlteng.com

    DL-TLG400TELESCOPIC LIFTING GANTRY

    JM

    SG

    PD

    SAB

    INFORMATION AS SHOWN

    4 POINT TELESCOPIC LIFTING GANTRYGENERAL ARRANGEMENT AND SPECIFICATION

    DL-TLG400-001 N1C:\VaultWorkspace\Designs\_R00\_R021 DL-TLG400 Telescopic Gantry\DL-TLG400-001.idw

    2 No. DL-TLG400 POWERED TROLLEYS PER HEAD BEAMWITH CHAIN DRIVE FOR SECURE LATERAL MOVEMENT.SAFE WORKING LOAD 100 TONNES PER UNITSEE DRG DL-TLG400-003-01

    DL-TLG400HEAD BEAM TO SUIT TRACKCENTRES UP TO 11.3mSEE DRGS DL-TLG400-003-01 & 02

    4 No. DL-TLG400 LIFTING UNITS EACH WITH 3 STAGE TELESCOPIC CYLINDER.SAFE WORKING LOAD100, 100 AND 70 TONNES PER UNIT FORTELESCOPIC CYLINDER STAGES 1, 2 AND 3SEE DRG DL-TLG400-002

    DL-TLG400 STANDARD TRACK SECTIONSAVAILABLE IN 2.8m AND 5.6m LENGTHSSEE DRG DL-TLG40-004

    SPECIFICATION FOR DL-TLG400, 4-POINT LIFT SYSTEM

    MAXIMUM SAFE WORKING LOAD (SWL) AT TOP OF

    TELESCOPIC CYLINDERSSTAGE 1 = 400 TONNES @ 83 BAR WORKING PRESSURESTAGE 2 = 400 TONNES @ 120 BAR WORKING PRESSURESTAGE 3 = 280 TONNES @ 120 BAR WORKING PRESSURESEE DRAWINGS DL-TLG400-005-01 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 = 53 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-TLG400 LIFTING UNITS = 3.0 m/minute (FAST) AND 1.0 m/minute (SLOW)

    TRANSVERSE MOVEMENT SPEED OF DL-TLG400 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 = 10 kW RUNNING PER DL-TLG400 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-TLG400 LIFTING UNIT

    OPERATING TEMPERATURE = -20 TO +45 °CSUBJECT TO HYDRAULIC OIL GRADE USED

    ALL COMPONENTS OF DL-TLG400 SYSTEM SUITABLE FOR TRANSPORT IN STANDARD SHIPPING CONTAINERS

    LONGITUDINAL

    TRAN

    SVER

    SE

    POWER AND CONTROL CABLESTO DL-TLG400 LIFTING UNITS (BY DLT)

    WIRELESS CONTROL CONSOLELINKED TO CENTRAL CONTROL UNIT

    POWER IN (BY OTHERS)40 kW MAX RUNNING

    CENTRAL CONTROL UNIT (BY DLT)COMPRISING POWER DISTRIBUTIONCABINET AND PLC CABINET

    NOTE:HEAD BEAMS WITH POWERED TROLLIES SHOWN.HEAD BEAMS WITH STATIC HANGERS AVAILABLE.SEE DRG DL-TLG400-003-02

  • DIMENSIONS FOR TRANSPORT

    UNIT FOLDED FOR TRANSPORT

    DIMENSIONS FOR OPERATION

    STAGE 3CAPACITY: 70 Tonnes (EACH UNIT)

    MAX % TIPPING = 61%

    STAGE 2CAPACITY: 100 Tonnes (EACH UNIT)

    MAX % TIPPING = 50%

    STAGE 1CAPACITY: 100 Tonnes (EACH UNIT)

    MAX % TIPPING = 61%

    STAGE 0

    DETAIL 01WHEEL DETAIL

    01

    Project Eng:

    Checking Eng:

    Drawing No.

    Project

    Design Eng:

    Drawn by:

    Drawing Title

    Rev.

    Copyright c DLT Engineering Ltd.

    DO NOT SCALE

    NOTES

    Scales(At A3)

    This drawing has been produced by DLT Engineering in accordance with the instructions of the client for their sole and specific use.

    DLT Engineering 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 DLT Engineering at the address given below before executing such part of the works.

    Drawing Status

    Original Drawing size: A3

    DLT EngineeringInternational House

    Midland Road, Higham FerrersNorthamptonshire, NN10 8DN

    United KingdomTel: +44 (0) 1933 319133

    www.dlteng.com

    DL-TLG400TELESCOPIC LIFTING GANTRY

    PD

    AW

    JM

    SAB

    INFORMATION AS SHOWN

    DL-TLG400 TELESCOPIC LIFTING UNITGENERAL ARRANGEMENT AND SPECIFICATION

    DL-TLG400-002 N1C:\VaultWorkspace\Designs\_R00\_R021 DL-TLG400 Telescopic Gantry\DL-TLG400-002.idw

    3637

    3205 TELESCOPIC CYLINDER

    2135

    1270 OVERALL

    1050 FORK LIFT SLOTS

    1900 WHEEL CENTRES2895 OVERALL

    400WHEELS1000 WHEEL CENTRES

    1270 OVERALL

    9287

    (M

    AX

    IMU

    M)

    7787

    (M

    AX

    IMU

    M)

    5787

    (M

    AX

    IMU

    M)

    3787

    (M

    INIM

    UM

    )

    1700 EXTENDED WHEEL CENTRES

    1970 OVERALL (EXTENDED WHEEL CENTRES)

    1700 1700 1000 1000

    ROCKER JOINT

    3 STAGE TELESCOPIC CYLINDER DESIGNEDFOR 5% HORIZONTAL LOAD AT FULL EXTENSION ANDFOR THE STAGES TO EXTEND AND RETRACTIN THE CORRECT SEQUENCE UNDER LOAD

    2 No HYDRAULICOIL TANKS

    ELECTRIC MOTOR ANDHYDRAULIC PUMP

    2 No DRIVEN WHEELS2 No UN-DRIVEN WHEELSPER UNIT

    3787

    MIN

    IMU

    M

    TURNING RAM TO CHANGE BETWEEN TRANSPORT AND OPERATING CONFIGURATIONS

    ELECTRIC CABINET WITH LOCAL CONTROL PANEL

    400

    50

    485

    60°

    23R13

    42

    190WHEEL

    1970 OVERALL(EXTENDED WHEEL CENTRES)

    1500

    ST

    RO

    KE

    2000

    ST

    RO

    KE

    2000

    ST

    RO

    KE

    UNDERSIDEOF HEAD BEAM

    275

    SPECIFICATION FOR DL-TLG400 TELESCOPIC LIFTING UNIT

    MAXIMUM SAFE WORKING LOAD (SWL) AT TOP OF TELESCOPIC

    CYLINDERSTAGE 1 = 100 TONNES @ 83 BAR WORKING PRESSURESTAGE 2 = 100 TONNES @ 120 BAR WORKING PRESSURESTAGE 3 = 70 TONNES @ 120 BAR WORKING PRESSURESEE DRAWINGS DL-TLG400-005-01 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 LATERAL LOAD (TESTS CARRIED OUT AT FULL EXTENSION FOR EACH TELESCOPIC CYLINDERSTAGE)

    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% LATERAL LOAD AT THE ROCKER JOINT PLUS 1% TRANSVERSE SLOPE OF THE TRACK

    MAXIMUM WHEEL LOAD = 53 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-TLG400 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 = 10 kW RUNNING PER DL-TLG400 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-TLG400 LIFTING UNIT

    OPERATING TEMPERATURE = -20 TO +45 °CSUBJECT TO HYDRAULIC OIL GRADE USED

    TELESCOPIC CYLINDER FOLDS AS SHOWN SO THAT COMPLETE DL-TLG400 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 425 kg) = 850 kgBASE UNIT - UN-DRIVEN BOGIES (2 x 265 kg) = 530 kgBASE UNIT - OTHER EQUIPMENT = 800 kgTELESCOPIC CYLINDER = 2,670 kgROCKER JOINT ASSEMBLY = 205 kgHYDRAULIC OIL = 650 kg

    TOTAL = 8,350 kg

    HYDRAULIC OIL TANK SIZE = 2 x 350 litres = 700 litres

    305

  • HEAD BEAM ASSEMBLY IN LIFTING CONFIGURATIONOPERATIONAL WEIGHT 9.98 TONNES

    HEAD BEAM ASSEMBLY IN LIFTING CONFIGURATION

    HEAD BEAM ASSEMBLY IN TRANSPORT CONFIGURATIONTRANSPORT WEIGHT 10.40 TONNES

    A-A ( 1 : 50 )

    END ELEVATION ( 1 : 50 )

    POWERED TROLLEY(HEAD BEAM OMITTED FOR CLARITY)

    LIFT POINT LIFT POINT

    A

    A

    PIN

    Project Eng:

    Checking Eng:

    Drawing No.

    Project

    Design Eng:

    Drawn by:

    Drawing Title

    Rev.

    Copyright c DLT Engineering Ltd.

    DO NOT SCALE

    NOTES

    Scales(At A3)

    This drawing has been produced by DLT Engineering in accordance with the instructions of the client for their sole and specific use.

    DLT Engineering 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 DLT Engineering at the address given below before executing such part of the works.

    Drawing Status

    Original Drawing size: A3

    DLT EngineeringInternational House

    Midland Road, Higham FerrersNorthamptonshire, NN10 8DN

    United KingdomTel: +44 (0) 1933 319133

    www.dlteng.com

    DL-TLG400TELESCOPIC LIFTING GANTRY

    JM

    SG

    PD

    SAB

    INFORMATION AS SHOWN

    DL-TLG400 HEAD BEAM ANDDL-TLG400 POWERED TROLLEYSGENERAL ARRANGEMENT AND SPECIFICATION

    DL-TLG400-003-01 N1C:\VaultWorkspace\Designs\_R00\_R021 DL-TLG400 Telescopic Gantry\DL-TLG400-003-01.idw

    CHAIN ANCHORAGE

    DL-TLG400HEAD BEAM

    11750

    DL-TLG400HEAD BEAM

    2 No. DL-TLG400 POWERED TROLLEYS PER HEAD BEAMWITH CHAIN DRIVE FOR SECURE LATERAL MOVEMENT

    TRANSPORTSUPPORT STOOL

    TRANSPORTSUPPORT STOOL

    2300

    MA

    XIM

    UM

    HE

    IGH

    T16

    2080

    047

    0

    522

    CLCL

    595 10482 No. DL-TLG400 POWERED TROLLEYSPER HEAD BEAM WITH CHAINDRIVE FOR SECURELATERAL MOVEMENT

    SUPPORT SPAN UP TO 11.3m WITH STANDARD 11.75m HEAD BEAM

    POWEREDTROLLEY

    HEAD BEAM

    CHAINANCHORAGE

    CHAINANCHORAGE

    11750

    700

    POWEREDTROLLEY

    HEAD BEAM

    TRANSPORTSUPPORT STOOL

    TELESCOPICCYLINDERTELESCOPIC

    CYLINDER

    ROCKER JOINTASSEMBLYROCKER JOINT

    ASSEMBLY

    ELECTRICGEAR MOTOR

    120 TONNESSWL SHACKLE(OPTIONAL)

    SHACKLE BEAM(WITH SHACKLE REMOVED)SUITABLE FORALTERNATIVE RIGGING

    560 560

    TELESCOPICCYLINDER

    715

    LIFT POINT SPACING - 1250 MINIMUM

    556

    178

    448

    297

    CL

    R65

    SPECIFICATIONDL-TLG400 HEAD BEAM ANDDL-TLG400 POWERED TROLLEYS

    MAXIMUM SAFE WORKING LOAD (SWL)

    = 100 TONNES PER LIFT POINT= 190 TONNES PER HEAD BEAMSEE DRAWINGS DL-TLG400-005-01 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-TLG400 POWEREDTROLLEYS = 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 = 0.5 kW RUNNING PER DL-TLG400 POWERED TROLLEY

    CONTROL FOR ALL FUNCTIONS = CENTRAL WIRELESS CONTROL CONSOLE OR CONTROL PANEL AT THE CENTRAL CONTROL UNIT OR LOCAL CONTROL PANEL AT EACH DL-TLG400 LIFTING UNIT

    OPERATING TEMPERATURE = -20 to +45°C

    DL-TLG400 HEAD BEAM SUPPORTED ON 2 No. SUPPORT STOOL ASSEMBLIES AND COMPLETE WITH ALL EQUIPMENT IS SUITABLE FOR TRANSPORT IN A STANDARD 40' SHIPPING CONTAINER

    WEIGHTSDL-TLG400 HEAD BEAM = 6,270 kgPOWERED TROLLEY = 2x1,635 kgCHAIN AND CHAIN ANCHORAGES = 440 kgTRANSPORT SUPPORT STOOLS = 2 x 210 kg

    TOTAL OPERATING WEIGHT = 9,980 kgTOTAL TRANSPORT WEIGHT = 10,400 kg

    525 525 FORK LIFT SLOTS

    CL HEAD BEAM3840 3840

    525 525

  • HEAD BEAM ASSEMBLY IN LIFTING CONFIGURATIONOPERATIONAL WEIGHT 7.570 TONNES

    HEAD BEAM ASSEMBLY IN LIFTING CONFIGURATION

    HEAD BEAM ASSEMBLY IN TRANSPORT CONFIGURATIONTRANSPORT WEIGHT 7.990 TONNES

    A-A ( 1 : 50 )

    END ELEVATION ( 1 : 50 )

    STATIC HANGER(HEAD BEAM OMITTED FOR CLARITY)

    LIFT POINT LIFT POINTA

    APIN

    Project Eng:

    Checking Eng:

    Drawing No.

    Project

    Design Eng:

    Drawn by:

    Drawing Title

    Rev.

    Copyright c DLT Engineering Ltd.

    DO NOT SCALE

    NOTES

    Scales(At A3)

    This drawing has been produced by DLT Engineering in accordance with the instructions of the client for their sole and specific use.

    DLT Engineering 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 DLT Engineering at the address given below before executing such part of the works.

    Drawing Status

    Original Drawing size: A3

    DLT EngineeringInternational House

    Midland Road, Higham FerrersNorthamptonshire, NN10 8DN

    United KingdomTel: +44 (0) 1933 319133

    www.dlteng.com

    DL-TLG400TELESCOPIC LIFTING GANTRY

    JM

    SG

    PD

    SAB

    INFORMATION AS SHOWN

    DL-TLG400 HEAD BEAM ANDDL-TLG400 STATIC HANGERSGENERAL ARRANGEMENT AND SPECIFICATION

    DL-TLG400-003-02 N1C:\VaultWorkspace\Designs\_R00\_R021 DL-TLG400 Telescopic Gantry\DL-TLG400-003-02.idw

    DL-TLG400HEAD BEAM

    11750

    DL-TLG400HEAD BEAM

    TRANSPORTSUPPORT STOOL

    TRANSPORTSUPPORT STOOL

    1130

    800

    SUPPORT SPAN UP TO 11.3m WITH STANDARD 11.75m HEAD BEAM

    HEAD BEAM

    11750

    700

    HEAD BEAM

    TRANSPORTSUPPORT STOOL

    TELESCOPICCYLINDERTELESCOPIC

    CYLINDER

    ROCKER JOINTASSEMBLYROCKER JOINT

    ASSEMBLY

    TELESCOPICCYLINDER

    7151

    76

    448

    SPECIFICATIONDL-TLG400 HEAD BEAM ANDDL-TLG400 STATIC HANGERS

    MAXIMUM SAFE WORKING LOAD (SWL)

    = 100 TONNES PER LIFT POINT= 192 TONNES PER HEAD BEAMSEE DRAWINGS DL-TLG400-005-01 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-TLG400 HEAD BEAM SUPPORTED ON 2 No. SUPPORT STOOL ASSEMBLIES AND COMPLETE WITH ALL EQUIPMENT IS SUITABLE FOR TRANSPORT IN A STANDARD 40' SHIPPING CONTAINER

    WEIGHTSDL-TLG400 HEAD BEAM = 6,270 kgSTATIC HANGER ASSEMBLY = 2x 650 kgTRANSPORT SUPPORT STOOLS = 2 x 210 kg

    TOTAL OPERATING WEIGHT = 7,570 kgTOTAL TRANSPORT WEIGHT = 7,990 kg

    525 525 FORK LIFT SLOTS

    CL HEAD BEAM3840 3840

    525 525

    395395

    CL

    CL CL

    300300

    LIFT POINT SPACING - 650 MINIMUM

    1830

    MA

    XIM

    UM

    HE

    IGH

    T

    2 No. DL-TLG400 STATICHANGERS PER HEAD BEAM

    120 TONNESSWL SHACKLE(OPTIONAL)

    R65

    SHACKLE BEAM(WITH SHACKLE REMOVED)SUITABLE FORALTERNATIVE RIGGING

    2 No. DL-TLG400 STATICHANGERS PER HEAD BEAM

    LOWER SECTIONOF STATIC HANGERIS IDENTICAL TOPOWERED TROLLEYTO ALLOW FOR FUTUREUPGRADE IF REQUIRED

    297

  • 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 DLT Engineering Ltd.

    DO NOT SCALE

    NOTES

    Scales(At A3)

    This drawing has been produced by DLT Engineering in accordance with the instructions of the client for their sole and specific use.

    DLT Engineering 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 DLT Engineering at the address given below before executing such part of the works.

    Drawing Status

    Original Drawing size: A3

    DLT EngineeringInternational House

    Midland Road, Higham FerrersNorthamptonshire, NN10 8DN

    United KingdomTel: +44 (0) 1933 319133

    www.dlteng.com

    DL-TLG400TELESCOPIC LIFTING GANTRY

    PD

    AW

    JM

    SAB

    INFORMATION AS SHOWN

    DL-TLG400 STANDARD TRACK SECTIONSGENERAL ARRANGEMENT AND SPECIFICATION

    DL-TLG400-004 N1C:\VaultWorkspace\Designs\_R00\_R021 DL-TLG400 Telescopic Gantry\DL-TLG400-004.idw

    1000

    5598

    2 NOMINAL GAP17

    0019

    0

    20

    DL-TLG400 Standard Track - Maximum Loads

    Maximum Wheel Load on Track 53.1 Tonnes 52.7 Tonnes 40.1 TonnesMaximum Load on each Bearing Pad 53.5 Tonnes 53.1 Tonnes 40.3 TonnesMaximum Average Bearing Pressure under each Bearing Pad

    6.7 MPa 6.7 MPa 5.1 MPa

    Maximum Peak Bearing Pressure under each Bearing Pad 9.1 MPa 9.0 MPa 6.4 MPa

    Telescopic Cylinder Stage 1 1.0m Rail Centres

    1000

    1700

    2798

    190

    20

    TOP OF RAIL

    TOP OF RAIL

    SPECIFICATION FOR DL-TLG400 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 1.0m CENTRES AND WITH INSERT PIECES TO INCREASE RAILS TO 1.7mCENTRES

    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 1.0m 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 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.

    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.

    1100 1100 800 1100 1100149

    800 800 800149

  • STAGE 1 : HEAD BEAM IN OPERATIONAL RANGEFROM LEVEL 3787 TO LEVEL 5787

    STAGE 2 : HEAD BEAM IN OPERATIONAL RANGE TO LEVEL 7787STAGE 3 : HEAD BEAM IN OPERATIONAL RANGE TO LEVEL 9287

    0.00 1.00 2.00 3.00 4.001 62.5 63.4 69.7 61.5 55.02 62.5 63.4 69.7 61.5 55.03 62.5 55.0 47.6 41.9 37.41 68.0 68.0 69.8 61.52 68.0 68.0 69.8 61.53 65.1 55.0 47.6 41.91 76.7 75.0 69.8 61.52 76.7 75.0 69.8 61.53 65.1 55.0 47.6 41.91 87.9 80.5 69.82 87.9 80.5 69.83 65.1 55.0 47.61 95.1 80.5 69.82 95.1 80.5 69.83 65.1 55.0 47.61 95.1 80.52 95.1 80.53 65.1 55.01 95.1 80.52 95.1 80.53 65.1 55.01 95.12 95.13 65.11 95.12 95.13 65.1

    6.00

    7.00

    8.00

    9.00

    2.00

    3.00

    4.00

    5.00

    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] 0.00 1.00 2.00 3.00

    1 72.5 73.9 67.4 58.823 65.1 53.9 46.0 40.11 79.8 78.9 67.4 58.82 79.8 78.9 67.4 58.83 65.1 53.9 46.0 40.11 91.9 78.9 67.4 58.82 91.9 78.9 67.4 58.83 65.1 53.9 46.0 40.11 95.1 78.9 67.42 95.1 78.9 67.43 65.1 53.9 46.01 95.1 78.9 67.42 95.1 78.9 67.43 65.1 53.9 46.01 95.1 78.92 95.1 78.93 65.1 53.91 95.1 78.92 95.1 78.93 65.1 53.91 95.12 95.13 65.11 95.12 95.13 65.1

    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 82.5 77.5 65.3 56.42 82.5 77.5 65.3 56.43 65.1 52.9 44.5 38.41 91.9 77.5 65.3 56.42 91.9 77.5 65.3 56.43 65.1 52.9 44.5 38.41 95.1 77.5 65.32 95.1 77.5 65.33 65.1 52.9 44.51 95.1 77.5 65.32 95.1 77.5 65.33 65.1 52.9 44.51 95.1 77.52 95.1 77.53 65.1 52.91 95.1 77.52 95.1 77.53 65.1 52.91 95.12 95.13 65.11 95.12 95.13 65.1

    7.00

    8.00

    3.00

    4.00

    5.00

    6.00

    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

    0.00 1.00 2.001 95.1 75.7 62.82 95.1 75.7 62.83 65.1 51.7 42.81 95.1 75.7 62.82 95.1 75.7 62.83 65.1 51.7 42.81 95.1 75.7 62.82 95.1 75.7 62.83 65.1 51.7 42.81 95.1 75.72 95.1 75.73 65.1 51.71 95.1 75.72 95.1 75.73 65.1 51.71 95.12 95.13 65.11 95.12 95.13 65.1

    6.00

    7.00

    2.00

    3.00

    4.00

    5.00

    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 0.00 1.00 2.001 95.1 73.6 59.92 95.1 73.6 59.93 65.1 50.2 40.81 95.1 73.6 59.92 95.1 73.6 59.93 65.1 50.2 40.81 95.1 73.62 95.1 73.63 65.1 50.21 95.1 73.62 95.1 73.63 65.1 50.21 95.12 95.13 65.11 95.12 95.13 65.1

    SPAN 7.00mSAFE WORKING LOAD (SWL)

    PER LIFT POINT [TONNES]

    1.25

    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 95.1 70.92 95.1 70.93 65.1 48.41 95.1 70.92 95.1 70.93 65.1 48.41 95.1 70.92 95.1 70.93 65.1 48.41 95.12 95.13 65.11 95.12 95.13 65.1

    5.00

    2.00

    3.00

    4.00

    SPAN 6.00mSAFE WORKING LOAD (SWL)

    PER LIFT POINT [TONNES]

    1.25

    STAGE

    LIFT POINTS

    SPACING LPS [m]

    LOAD CENTRE OFFSET E [m] FROM

    SPAN CENTRE

    LOAD

    SPAN

    LOADSPAN

    Project Eng:

    Checking Eng:

    Drawing No.

    Project

    Design Eng:

    Drawn by:

    Drawing Title

    Rev.

    Copyright c DLT Engineering Ltd.

    DO NOT SCALE

    NOTES

    Scales(At A3)

    This drawing has been produced by DLT Engineering in accordance with the instructions of the client for their sole and specific use.

    DLT Engineering 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 DLT Engineering at the address given below before executing such part of the works.

    Drawing Status

    Original Drawing size: A3

    DLT EngineeringInternational House

    Midland Road, Higham FerrersNorthamptonshire, NN10 8DN

    United KingdomTel: +44 (0) 1933 319133

    www.dlteng.com

    DL-TLG400TELESCOPIC LIFTING GANTRY

    JM

    SG

    PD

    SAB

    INFORMATION AS SHOWN

    LIFTING ARRANGEMENT AND DUTY CHARTS2 No. LIFT POINTS LOADED PER HEAD BEAM

    DL-TLG400-005-01 N1C:\VaultWorkspace\Designs\_R00\_R021 DL-TLG400 Telescopic Gantry\DL-TLG400-005-01.idw

    DUTY CHARTS ASSUME THE FOLLOWING:-

    STANDARD DL-TLG400 COMPONENTS WITH DL-TLG400 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-TLG400 STANDARD TRACK SECTIONS USED WITH 1.0m RAIL CENTRES FOR TELESCOPIC CYLINDER STAGE 1 AND 1.7m RAIL CENTRES FOR TELESCOPIC CYLINDERSTAGES 2 AND 3

    TABULATED LOADS APPLIED TO SHACKLE OR, IF SHACKLE NOT USED, TO SHACKLE BEAM

    IF THE DL-TLG400 TELESCOPIC LIFTING GANTRY IS TO BE USED IN A CONFIGURATION NOT SHOWN ON THIS DRAWING, CONTACT DLT ENGINEERING FOR SPECIFIC SAFE WORKING LOADS AND ANY SPECIAL CONDITIONS THAT MAY APPLY

    5072

    MA

    XIM

    UM

    ST

    AG

    E 17

    407

    5787

    MA

    XIM

    UM

    ST

    AG

    E 1

    1620

    3787

    MIN

    IMU

    MS

    TA

    GE

    0

    SPAN - 11300 MAXIMUMSPAN - 6000 MINIMUM

    = =

    CL

    SAFE WORKINGLOAD (SWL)PER LIFT POINTTABULATED BELOW.MAXIMUM LIFTLOAD PER HEAD BEAM= 2xTABULATED LOAD.

    CLE LOAD CENTRE OFFSET

    FROM SPAN CENTRE

    2200 SHOWN

    LIFT POINTSSPACING (LPS)

    1250 MINIMUM

    = =

    TOP OF RAIL

    CL

    = =

    E (LOAD CENTRE OFFSET FROM SPAN CENTRE)

    CL

    = =

    SPAN - 11300 MAXIMUMSPAN - 6000 MINIMUM

    8572

    MA

    XIM

    UM

    ST

    AG

    E 3

    9287

    MA

    XIM

    UM

    ST

    AG

    E 3

    1620

    8572

    MA

    XIM

    UM

    ST

    AG

    E 3

    SAFE WORKINGLOAD (SWL)PER LIFT POINTTABULATED BELOW.MAXIMUM LIFTLOAD PER HEAD BEAM= 2xTABULATED LOAD.

    9287

    MA

    XIM

    UM

    ST

    AG

    E 3

    1620

    7787

    MA

    XIM

    UM

    ST

    AG

    E 2

    LIFT POINTS SPACING (LPS)2200 SHOWN

    1250 MINIMUM

    INTERPOLATION BETWEEN TABULATED VALUES PERMISSIBLESEE ALSO OPERATION AND MAINTENANCE MANUAL

    1000 OR 1700 WHEEL CENTRES

    1700WHEEL CENTRES

  • STAGE 2 : HEAD BEAM IN OPERATIONAL RANGE TO LEVEL 7787STAGE 3 : HEAD BEAM IN OPERATIONAL RANGE TO LEVEL 9287

    STAGE 1 : HEAD BEAM IN OPERATIONAL RANGEFROM LEVEL 3787 TO LEVEL 5787

    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 94.7 83.6 76.3

    SPAN 11.30m

    STAGELIFT 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 91.4 79.8 72.4

    SPAN 10.00m

    STAGELIFT 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 88.6 78.3 68.9

    SPAN 9.00m

    STAGELIFT 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

    3 100.0 100.0 85.3 74.5

    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 99.8 83.1 70.1

    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 96.2 78.2

    SPAN 6.00m

    STAGE

    LIFT POINT OFFSET E [m] FROM SPAN CENTRE

    SAFE WORKING LOAD (SWL)PER LIFT POINT [TONNES]

    SINGLE LIFT POINT LOADED

    LIFT POINTSPAN

    SPAN LIFT POINT

    Project Eng:

    Checking Eng:

    Drawing No.

    Project

    Design Eng:

    Drawn by:

    Drawing Title

    Rev.

    Copyright c DLT Engineering Ltd.

    DO NOT SCALE

    NOTES

    Scales(At A3)

    This drawing has been produced by DLT Engineering in accordance with the instructions of the client for their sole and specific use.

    DLT Engineering 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 DLT Engineering at the address given below before executing such part of the works.

    Drawing Status

    Original Drawing size: A3

    DLT EngineeringInternational House

    Midland Road, Higham FerrersNorthamptonshire, NN10 8DN

    United KingdomTel: +44 (0) 1933 319133

    www.dlteng.com

    DL-TLG400TELESCOPIC LIFTING GANTRY

    JM

    SG

    PD

    SAB

    INFORMATION AS SHOWN

    LIFTING ARRANGEMENT AND DUTY CHARTSSINGLE POINT LOADED PER HEAD BEAM

    DL-TLG400-005-02 N1C:\VaultWorkspace\Designs\_R00\_R021 DL-TLG400 Telescopic Gantry\DL-TLG400-005-02.idw

    DUTY CHARTS ASSUME THE FOLLOWING:-

    STANDARD DL-TLG400 COMPONENTS WITH DL-TLG400 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-TLG400 STANDARD TRACK SECTIONS USED WITH 1.0m RAIL CENTRES FOR TELESCOPIC CYLINDER STAGE 1 AND 1.7m RAIL CENTRES FOR TELESCOPIC CYLINDERSTAGES 2 AND 3

    TABULATED LOADS APPLIED TO SHACKLE OR, IF SHACKLE NOT USED, TO SHACKLE BEAM

    IF THE DL-TLG400 TELESCOPIC LIFTING GANTRY IS TO BE USED IN A CONFIGURATION NOT SHOWN ON THIS DRAWING, CONTACT DLT ENGINEERING FOR SPECIFIC SAFE WORKING LOADS AND ANY SPECIAL CONDITIONS THAT MAY APPLY

    9287

    MA

    XIM

    UM

    ST

    AG

    E 3

    1620

    SPAN - 11300 MAXIMUMSPAN - 6000 MINIMUM

    = =

    CLE LIFT POINT OFFSET

    FROM SPAN CENTRE

    SAFE WORKING LOAD(SWL) FOR SINGLELIFT POINTTABULATED BELOW

    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 MAXIMUMSPAN - 6000 MINIMUM

    5072

    MA

    XIM

    UM

    ST

    AG

    E 1

    5787

    MA

    XIM

    UM

    ST

    AG

    E 1

    1620

    7407

    TOP OF RAIL

    5072

    MA

    XIM

    UM

    ST

    AG

    E 1

    5787

    MA

    XIM

    UM

    ST

    AG

    E 1

    1620

    7407

    3787

    MIN

    IMU

    MS

    TA

    GE

    0

    TOP OF RAIL

    CL

    CL

    INTERPOLATION BETWEEN TABULATED VALUES PERMISSIBLESEE ALSO OPERATION AND MAINTENANCE MANUAL

    1000 OR 1700WHEEL CENTRES

    1700WHEEL CENTRES