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(TERM OF REFERENCE : TOR)

(RAIL MOUNTED SHORE SIDE GANTRY CRANE)

40 4

-----------------------------------------------------------------------------------------------------------

1.

(RAIL MOUNTED SHORE SIDE GANTRYCRANE) 40 .. 2552 .. 2553 4

2.

2.1 40

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2.2

3. 3.1

(RAIL MOUNTED SHORE SIDE GANTRY CRANE) 40 4

3.2

- 3.3

-

(Consortium) (Joint Venture)

3.4 ISO 9000 ISO 9001

3.5 3 3

(Customer) 5

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3.6

3.7 / 1.10

3.8

4. 1 1.1

ISO ASA

(FULL LOAD) 40 .-

(WHEEL LOAD AT RIVER SIDE) 28

(WHEEL LOAD AT LAND SIDE) 23

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1.2 (STANDARDS)

BS-BRITISHSTANDARD SPECIFICATION

BS

BS : British Standard SpecificationIEC : International Electrotechnicial CommissionIEE : The Institution of Electrical Engineers, U.K.

FEM: Federation Europeanne DE La ManutentionAWS : American Welding SocietyJIS : Japanese Industrial StandardDIN : Deutsches Institute fur Normung e.V.EIT : The Engineering Institute of Thailand

NEMA : National Electrical ManufacturesAssociation

EN : European NormGB : Chinese StandardSIS : Swedish Institution Standard

1.2.1 STANDARD AND MECHANISM

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a) FEM Standardb) BS EN 13001-1 :2004 or

equivalentstandard

: Crane safety. Generaldesign. General principles

and requirements

c) BS EN 13001-2 :2004 or equivalent

standard

: Crane safety. Generaldesign. Load effects

1.2.2 ELECTRICALa) IEC Standardb) BS EN 60034-5 :

2001 or equivalentStandard

: Rotating electrical machines.

Degrees of protectionprovided by the integraldesign of rotating electricalmachines (IP code).Classification

1.2.3 WELDINGa) BS EN 287-1 :2004 or

equivalentstandard

: Qualification test of welders.Fusion welding. Steels

b) BSEN 288-3 :1992 or

equivalent

: Specification and approvalof welding procedures formetallic materials. Welding

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standard procedure tests for the arcwelding of steels

c) AWS : American Welding Society

1.2.4 PAINTINGa) SIS : Swedish Institution Standardb) BS EN ISO12944-1 : 1998 or

equivalentstandard

: Paints and varnishes.Corrosion protection of steel

structures by protective paintsystems. Generalintroduction

c) BS EN ISO12944-2 : 1998 or

equivalentstandard

: Paints and varnishes.Corrosion protection of steelstructures by protective paintsystems. Classification ofenvironments

d) BS EN ISO12944-3 : 1998 or

equivalentstandard

: Paints and Varnishes.Corrosion Protection of SteelStructures by ProtectivePaint Systems. DesignConsiderations

e) BS EN ISO12944-4 : 1998 or

equivalent

standard

: Paints and varnishes.Corrosion protection of steelstructures by protective paint

systems. Types of surfaceand surface preparation

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f) BS EN ISO 12944-5 : 1998 or

equivalent

standard

: Paints and varnishes.Corrosion protection of steelstructures by protective paint

systems. Protective paintsystems

g) ISO 8501 Preparation of steelsubstrates before applicationof paints and related

products. Visual assessmentof surface cleanliness

h) ISO 8502 Preparation of steelsubstrates before applicationof paints and related

products. Tests for theassessment of surfacecleanliness

i) ISO 8503 Preparation of steelsubstrates before application

of paints and relatedproducts. Surface roughnesscharacteristics of blast-cleaned steel substrates

j) ISO 8504 Preparation of steelsubstrates before applicationof paints and relatedproducts. Surface preparation

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methods

1.2.5 GENERAL

BS 7121-3 : 2000 : Code of practice for safeuse of cranes. Mobile cranes

All units shall be SI units (metric)

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2

(DRAWING)

2.1 2.1.1

(OUT REACH) (RIVER SIDE RAIL) 30

(BACK REACH)

(LAND SIDE RAIL) 10 22 ( )

(GANTRY RAIL SPAN) 15 (OVERALL CRANE

WIDTH (BUMPER EXTENDED TO BUMPEREXTENDED)) 30 CROSS BEAM (CLEAR HEIGHT

UNDER CROSS BEAM) 8 (TOTAL LIFTING

HEIGHT) 33 23

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10 (OVERALL CRANE

HEIGHT) (GENERAL

ARRANGEMENT) -

2.1.2 (OPERATION SPEEDS) (HOISTING SPEED) 40 (RATED LOAD)

45 90

(TROLLEY TRAVEL SPEED)

(FULL LOAD) 120 (GANTRY TRAVEL

SPEED) 40 - (BOOM

HOISTING TIME FOR ONE COMPLETEHOISTING AND LOWERING OPERATION) 10

2.1.3 TRAVEL TYPE A100 DIN 536

2.1.4 (STANDARDIZATION) (LAY

10

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- OUT) (COMPONENTS) (INTERCHANGEABILITY AMONG THE CRANES)

-

2.2 CLASSIFICATION OF CRANE 24

STRUCTURES

BS .-(1) Class of Utilisation : U7 (2 millionloading cycles)

(2) State of Loading : Q2(3) Group Classification : A7

(4) Impact factor : 1.4(5) Duty factor : 0.9(6) Nominal Load spectrum factor : 0.80 of rated

capacityMECHANISMS

Class of Utilisation State ofLoading Group Classification

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Hoist T8 L3 M8Traveres T8 L3 M8Travel T5 L2 M5Boom hoistT3 L3

M4

2.3 CLIMATIC CONDITIONMAXIMUM AMBIENT TEMPERATURE

: 40o CRAINFALL - AVERAGE ANNUAL

: 1800 MMHUMIDITY

: 90 %

3

3.1, 3.4, 3.5 3.6

3.1 (GEARS AND REDUCERS)

(HOIST) (BOOM) TROLLEY GANTRY TRAVEL

12

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DRAIN GATEVALVES

(HOIST) (BOOM) TROLLEY GANTRYTRAVEL HEAVY DUTY

1 80 dBA (EMPTY MAXIMUM OPERATIONSPEED)

(GEARS ANDREDUCERS) ISO 9000 9001

-

3.2 (SHEAVES) (SHEAVES)

30 (WIREROPE)

50-65 SHORE HARDNESS

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SPLIT TYPEBRACKET

BOOM HOIST

3.3 (ROPE DRUM)

HIGH STRENGTH STEEL

(ROPE DRUM) 30 (WIRE

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ROPE) SPREADER BOOM

MAIN HOIST BOOM HOIST 4

BOOM HOIST

3.4 (WIRE ROPE) (HOIST SYSTEM)

FULLY LUBRICATED PLASTIC LAYERBETWEEN THE STEEL CORE AND THE OUTERSTRANDS VERY HIGH BREAKING LOAD AND

GOOD RESISTANCE AGAINST DRUM CRUSHING MAIN

HOIST BOOM HOIST (SAFETY FACTOR) 6

(REEVING SYSTEM)

MAIN HOIST (RAISED CONDITION)

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MAIN HOIST BOOMHOIST GIRDER

.-

MAIN HOIST 100,000

BOOM HOIST

MACHINERY HOUSE GIRDER

3.5 (GREASE LUBRICATION

SYSTEM) (CENTRALISED

LUBRICATION SYSTEM) CMS (CRANE MANAGEMENTSYSTEM) .-

TOP OF MAST 1

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(END OF BOOM) 1 (MID SECTION OF

BOOM) 1 GIRDER (END OF GIRDER) 1 MACHINERY HOUSE 1

5 6 WEATHER PROOF 35 CM3/MIN

25 4 ( 1 ) 10 GANTRY TRAVELOPERATION GANTRY BOGIE

STAINLESS

STEEL 2 .

10 .

6 .

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HEAVY DUTY - 14 OUNCES/MIN 15 1 MACHINERY HOUSE (TROLLEY PARKING) FESTOON CABLE CARRIER

MACHINERY HOUSE

2 30,000 (MAIN

HOIST SYSTEM) -

3.6 (COMPRESSED AIR SYSTEM) ROTARY VANE ,

, AFTER COOLER DRAIN MACHINERY HOUSE 14.7 / 10 BAR

IP 55, INSULATION CLASS F, 380 - 415V, 3P, 50 Hz

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.-AUTO-UNLOADER VALVESAFETY VALVEAIR PRESSURE GAUGEHOUR METERWARNING LAMPS

VIBRATIONDAMPERS MACHINERY HOUSE

80dBA 1

(AIR RECEIVER) AFTERCOOLER MACHINERY HOUSE

STAINLESSSTEEL 50 .

ASTM FLEXIBLE AIR

HOSES GLOVE

VALVE

SEPERATOR , LUBRICATOR , REGULATOR AUTOMATIC MOISTURE EJECTOR .-

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JIC 37

NPT SAE

3.8 BOLTS AND NUTS BOLTS AND NUTS ISO

BOLTS AND NUTS

EFFECTIVE METHODS

BOLT AND NUTS

2 BOLT AND NUTS STAINLESS STEEL

LIMIT SWITCH JUNCTION BOX

BOLT AND NUTS HIGH TENSILE STAIRS,LADDERS PLATFORMS

3.9 (BEARING) ANTI-FRICTION

(PIN CONNECTIONS) PRE -

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LUBRICATED 30 KW, ,

NTN, SKF,FAG, NSK

3.10 (FIRE EXTINGUISHERS)

.- (MACHINERY ROOM) DRY

POWDER 4.5 . 4 (OPERATOR 'S CABIN) BCF

1.5 . 1 (ELECTRIC CONTROLROOM) BCF 1.5 . 2

(CHECKER'S CABIN)DRY POWDER 4.5 . 2

FIRE-SMOKE DETECTOR

FIRE SMOKE DETECTOR

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4

4.1 (WELDING)

BS EN 287-1 BS EN 288-3

AUTOMATIC SEMIAUTOMATIC PROCESS TENSILE STRENGTH

NON

DESTRUCTIVE BS EN 287-1 BS EN 288-3

4.2 (PAINTING) BRITISH CODE OF

PRACTICE

ZINC EPOXY PAINTING SYSTEM

23

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BLAST CLEAN SA 2.5 SWEDISH STANDARD SIS 055900

EPOXY ZINC RICH PRIMER 1 - 25

POWER TOOL OR BLAST

CLEANING SIS ST3 SA 2.5 EPOXY ZINC RICH PRIMER

1 - 70

EPOXY MICACEOUS IRON OXIDE 1 100

POLYURETHANE 1 100

295 POWER TOOL OR BLAST

CLEANING SIS ST3 SA 2.5 EPOXY ZINC RICH PRIMER

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1 95

HIGH BUILD EPOXYPOLYAMIDE 1 100

195

POWER TOOL OR BLAST

CLEANING SIS ST3 SA 2.5 EPOXY ZINC RICH PRIMER

1 70 MICACEOUS IRON OXIDE

1 100

POLYURETHANE 1 50

245

CHIPPING AND POWER

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BRUSHING SIS ST3 ; CLEAN SURFACE EPOXY ZINC STABILISING

PRIMER 2 100

POLYURETHANE 3 - 150

-

2 4

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5

5.9 5.17 5.1 (STEEL STRUCTURE)

(GENERALARRANGEMENT) -

(WATER SIDE AND LAND SIDETROLLEY GIRDER SUPPORT BEAM ) (LEGS STRUCTURE)

LEGS PORTAL

Deflection Out Reach 15 M/S .-

REQUIREMENTS

1. DEFLECTION IN THEDIRECTION OF TROLLEY

MAX ALLOWABLEDEFLECTION

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DEFLECTION

BOOM GIRDER LATCHTTICE

BOOM, GIRDER TROLLEY (OVERALL WIDTH) 6 (CENTER LINE) 3

LEG, PORTAL SILL BEAMS

HIGH TENSILE STEEL PLATE BS 7668 : 2004 FULLYWELDED BOX

HORIZONTAL BEAM DIAGONAL STAY RIVER SIDE LAND SIDE

(CORROSION)

- BS EN 13598-1 : 2003

FLOATING CRANE

(LEGS)

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SAFETY BACK HOOP 250 .

0.38-0.45 RAILING BRACKET

6 (LANDING)

PLATFORM LANDING

(INCLINED STAIRS) 45

(LANDING) 3-5

2.00 1.8

(RAIL CENTER) 600 .

200 . 6 . NON SLIPGALVANISED STEEL

CHEQUERED PLATES

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7.5 KN/ m2 (UDL) SAFE ACCESS PERMANENT

PLATFORM GIRDER FESTOON CABLE

5.3 (TROLLEY FRAME) (SELF

PROPELED TROLLEY) (Double Flange)

(BUFFER) HYDRAULICSPRING 4 TROLLEY

FRAME

TROLLEY FRAME

(RAISEDPOSITION) TROLLEY FRAME (LOW SPEED)

MECHANICAL STOPPER BOOM GIRDER TROLLEY FRAME

(BOOM ISLOWERED) MACHANICAL STOPPER

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PAD TELESCOPIC BEAM

- TROLLEY TRAVEL MECHANICALLOCK - STOPPER 20 40 45

OVERHEIGHT TELESCOPIC BEAM TWIST LOCK PIN BEAM 50 . 10

TWIST LOCK, FLIPPER

- SPREADER HYDRAULIC (OVERHEATING)

TAPPING POINT SHUT OFFVALVE QUICK COUPLING

SETTING POINT FLEXIBLE HYDRAULIC HOSE

SPREADER JUNCTION BOX

(WATER-TIGHT) VIBRATION DAMPER

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-

FLIPPER FLIPPER

LOCK / UNLOCK

SPREADER 4 .-

SPREADER ( SQUARELY LANDED )

LOCKED POSITION UNLOCKED POSITION LIMIT SWITCH SPREADER

PROXIMITY TWIST LOCK

TOP OF CONTAINER DETECTIONS HEAD

BLOCK (CAPACITY SIGN)

SPREADER 2

5.10 SPREADER LIST, TRIM AND SKEW ADJUSTING

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DEVICES TRIM

5 LIST

6 SKEW

6 TRIM, LIST SKEW ADJUSTING

MECHANISM SPREADER HEAD BLOCK

CENTER

5.11 ANTI-SWAY SYSTEM SPREADER

TROLLEY ELECTRONIC SWAY

CONTROL SYSTEM ANTI-SWAY

SPREADER 4.5 ( SPREADER) TROLLEY FULL LOAD + 50 5

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ANTI-SNAG SPREADER SPREADER, WIRE ROPE

5.12 (OPERATOR'S CABIN)

(ERGONOMICCALLY DESIGN)

(WORKINGPOSITION)

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2

.

(TRAYOR SUPPORT)

OIL RESISTANT NITRILE RUBBERSHEET

1

/ 1 INVERTER

18,000 BTU

RESISTANT SAFETY

GLASS BS.6206 : 1981

4

45

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SAFETY BAR

DAYLIGHT

270 -

CONSOLE 2 MAINHOIST, GANTRY LOCK & UNLOCK SWITCH TROLLEY BOOMHOIST CONSOLE

.-

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(GALVANIZEDSTEEL) (CORRUGATED PLATE) SELF TAPPING SCREW

- 2 1

600 . 4 (LOW NOISE LEVEL)

.-

1. (VENTILATION FAN) 80 dBA2. (MOTOR

COOLING FAN) 1

80 dBA3.DURING ACCELERATION AND

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DECELERATION OF MAIN HOIST AND TROLLEYMECHANISMS AT MAXIMUM SPEED 95 dBA

4.DURING BOOM HOIST OPERATE 90 dBA

1 - 85 dBA

(HATCH & COVER)

-

(OVERHEADMAINTENANCE HOIST) 1

HOIST SPEED 10

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DOUBLE-LEAF HINGED DOOR

0.75 x 1.00 x

2.10 -

5

SAFETY GLASS 3 .

1

3

1 (MAIN CONTROL PANNEL)

-

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6.5 FESTOON CABLE FESTOON CABLE

10 % 1

CORE 10 % FESTOON CABLE CARRIERS

HEAVY DUTY HIGH PERFORMANCE

MAIN ROLLER ADIPRENE POLYAMIND (PRE-LUBRICATED)

FESTOON CABLE

RUBBER BUFFER DAMPING DEVICE RUBBER ROPE TENSION RELIEF ROPE

GALVANIZED STEEL ROPE

6.6 CABLE REEL SYSTEM MONO-SPIRAL, BI-

DIRECTIONAL ,

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MAINHOIST TROLLEY CONNECTOR BREAKER INTERLOCK IP65 SAFETY INSULATED UL, VDE CONNECTOR, BREAKER

CABLE REEL

HIGH VOLTAGE

6.7 LIMIT SWITCHES LIMIT SWITCHES

HEAVY DUTY NEMA IP 65

PROXIMITY SENSOR MAGNETICSWITCH IP67 WITHSTANDING SHOCK

LIMIT SWITCHES HEAVY DUTY TROLLEY

BOOM 5 GEAR LIMIT SWITCHES OVER

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3

1

4 WHIP 3 dB

1

5 - 1

6.12 ELECTRICAL SUPPLY OUTLETS 230 V 15 A SOCKET OUTLETS

SWITCH BS1363 .-1. MACHINERY HOUSE

4 2. ELECTRIC CONTROL ROOM 4

3. BOOM END1

4. GIDER END1

5. TOP OF MAST1

6. ALONG THE BOOM AND GIDER3

7. SEA SIDE LEG1

8. LAND SIDE LEG

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(PRINCIPAL DIMENSIONS, SPEEDAND CAPACITY OF THE CRANE)

7 7.1 PLANMAINTENANCE SYSTEM 2,000 5 (OPTION)

PLAN MAINTENANCE SYSTEM 2,000 5

PART NUMBER LISTS

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7.2 (COMPUSALY SPAREPARTS)

.-

7.2.1 MASTER CONTROLLERS DIGITALSIGNAL 4 ( 2 2 )

7.2.2 PLC () 2

7.2.3 SPEED DRIVE CONTROL HOIST MOTOR 2

7.2.4 SPEED DRIVE CONTROL

TROLLEY 2 7.2.5 SPREADER 1

7.3 4

(OPERATION ANDINSTRUCTION MANUAL) (REPAIR AND

MAINTENANCE MANUAL)

(MANUAL ON PERFORMANCE TESTING ANDCALIBRATION OF CRANE)

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PRINTER 6 2.COMPUTER NOTE BOOK

- (UPLOAD orDOWNLOAD PARAMETER) PLC, SPEED DRIVECONTROL etc. (PARAMETER) 2

CPU INTEL CORE 2 DUO 2.0 GHz

HARD DISK 160 Gb RAM DDR 2 2 Gb DISPLAY CARD

WINDOW XP WIRELESS NETWORK

5. 1.

() .-

1.1

88

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1.2 INTERNATIONAL ACCREDITATION FORUM

1.3

ISO 9000 ISO 9001

- ( 1.1- 1.3) -

-

2.

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2.3

3.

-

15

4. 4.1

4.2 480

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5. 5.1

4 () CABLE CONNECTION SHAFT

5.2 7,000 60

20 5.3 - 5.2

6.

6.1

.-6.1.1

/

7

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6.3 8.1.1 8.1.2 -

24

6.1 6.2 6.3

7.7.1

(TESTING REPORTS) 30

7.2

7.2.1

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- 7 -

7.2.2

50

8. 8.1

(PREVENTIVE MAINTENANCE)

365 .-

95

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8.1.1 7

8.1.2

1

2 WORK PERMIT 24

8.1.3 1

( 6.8)

96

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24

8.1.4

4 24

8.2 15 .-

8.2.1 8.2.2 8.2.3

8.2.4.

8.3

5

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9. 9.1

9.2 30 -

9.3

2 3 4

9.4

98

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9.5 .-

9.5.1 .-

CLASSIFICATION OF CRANE 2

4

5

9.5.2

9.5.3 7.2

9.5.4 7.3

9.5.5 7.5 7.6

9.5.6

9.5.7

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9.5.8 5 RE3 (EUROPEAN SCALE OFDEGREE OF RUSTING FOR ANTI CORROSIVEPAINTS)

9.5.9

(INTERCHANGE ABILITYAMONG THE CRANES) 2.1.4

9.5.10

PLAN MAINTENANCE SYSTEM 2,000 5 9.5.11

-

() (Original Brand)

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6. 90

7. 480

8.

920,000,000.00 ()

(TOR)

13 444 - 10110 0-2269-5300 0-2249-4229

E-mail : pitak_s @port.co.th www.port.co.th

.

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102