40'x8'x9'6" CONTAINEX

TECHNICAL SPECIFICATION

FOR

40' X 8' X 9'6" ISO 1AAA TYPE STEEL DRY CARGO CONTAINER

WITH

ALL SPA-H

GOOSENECK TUNNEL

CORRUGATED ROOF

CORRUGATED DOOR

BAMBOO-WOOD COMPOSITE FLOOR

8 VENTILATORS (AS PER EACH ORDER)

LOCK BOX (AS PER EACH ORDER)

FOR

CONTAINEX

SPECIFICATION NO.: CTX 40 HCDS - HH, WBP

G. A. DRAWING NO.: CTXQ-1000

ISSUE ON : Oct. 15,2016

REVISED DATE : Oct.13,2017

1 of 17 40'x8'x9'6" CONTAINEX

SCOPE

This specification covers the design, construction, materials, testing, inspection and performance requirements for ISO, 1AAA type steel dry cargo containers manufactured by anyone of the factories.

The containers specified herein are manufactured under the quality control of FACTORY within the perimeters as such set forth by the Classification Societies.

CONTENTS

1. GENERAL---3-4
2. DIMENSIONS AND RATINGS---4-5
3. MATERIAL AND CONSTRUCTION---5-10
4. SURFACE PREPARATION AND PROTECTION---11
5. MARKINGS---11-12
6. TESTING AND INSPECTION---12
7. WARRANTY---12

APPENDIX

A. MATERIAL LIST OF MAIN STEEL PARTS---13 B. TESTING ITEMS, LOADS AND CRITERIA---14-15 40'x8'x9'6" CONTAINEX

1. GENERAL

1.1 Operational Environment

The container is designed and manufactured for the carriage of general cargo by marine, road, and rail. It is designed to maintain its structural and weathertight integrity within a temperature range of -40°C to 70°C.

1.2 Regulations and Standards

The container will conform to and satisfy the following regulations and standards.

1.2.1 ISO/TC-104

All to meet the latest series 1 freight containers set forth.

• ISO 830 — Freight containers—Terminology.
• ISO 668 — Series 1 freight containers—Classification, external dimensions and ratings.
• ISO 6346 — Freight containers—Coding, identification and marking.
• ISO 1161 — Series 1 freight containers—Corner castings—specification.
• ISO 1496-1 — Series 1 freight containers—Specification and testing—

Part 1: General cargo containers

1.2.2 T.I.R. Requirements and Certifications

The container shall comply with the customs convention of containers, 1972 and all subsequent revisions to date and will be identified with appropriate approval plates and markings.

1.2.3 Timber Component Treatment and Certification

All exposed timber components are treated with an Australian government approved insecticide and the container will be such identified with appropriate immunization plate.

1.2.4 U.I.C.

The container shall be comply with the International Union of Railways (UIC) code 592 OR.

1.2.5 CSC Requirements

The container will comply with the rules set forth in the International Convention for Safe Containers and will be so identified with a plate.

1.2.6 Classification Society

The container will be certified by Classification Society (BV, GL, LR, ABS, or CCS) in design and individually inspected during its production.

1.3 Handling

The container will be constructed to be handled under the following conditions without distortion or effect on its structural integrity: 40'x8'x9'6" CONTAINEX

A. Lifting full by its top corner castings by means of spreaders B. Lifting full by its bottom corner castings by means of casting at a sling angle of 30 degrees.

1.4 Transportation

The container will be constructed to be suitable for transportation in normal operating conditions by modes of:

A. Marine - on deck or in cell guided by vertical or diagonal lashings B. Rail - on flat or container car secured at its bottom corner castings C. Road - on flat or chassis secured at its bottom corner castings

2. DIMENSIONS AND RATINGS

2.1 Dimension

2.2 Diagonal Difference

Diagonal tolerance of front and rear frames should be less than 10 MM Diagonal tolerance of side and roof panels should be less than 19 MM

2.3 Internal Capacity

76.4 CU.M. (2,698 CU.FT.)

2.4 Gooseneck Tunnel

Length 3,316 mm Width 1,029 (+3, 0) mm Height 120 (0, -3) mm

2.5 Ratings

2.6 Corner Protrusions

2.6.1 The faces of the bottom corner castings protrude from lowerfaces of all transverse members in the base of the container by 17 MM (+0.5,-6.0 MM). 40'x8'x9'6" CONTAINEX

2.6.2 The upper faces of top corner castings protrude from upper faces of the highest point of the roof by 6 MM.

2.6.3 The outer side faces of corner castings protrude from outside faces of corner posts by 3 MM.

2.6.4 Under 1.8 x max. gross weight no part of the base will protrude more than 6 MM below the bottom corner castings.

3. MATERIAL AND CONSTRUCTION

3.1 General

The container is mainly constructed with steel frames, corrugated panels welded by CO₂ shielded Arc welding. All welds of the exterior including the base frames are continuous with full penetration. Wooden floor is fixed to the cross members by self-tapping screws. All crevices will be sealed with elastic sealing compound.

3.2 Materials

The main constructional materials are shown in Appendix A of the specification.

3.3 Corner Castings

All corner castings used will comply with ISO/1161 standard.

3.4 Base Structure

The base structure will be composed of two (2) bottom side rails, a number of crossmembers and one set of gooseneck tunnel and outriggers, which are welded together as a sub-assembly.

3.4.1 Bottom Side Rail

Each bottom side rail is built of a steel pressing made in one piece. The bottom flange face outwards so as to be easily repaired and hard to corrode.

Qty. : 2 pcs Shape : Double “Z” section Dimension : 155 x 52 x 28 x 4.5 mm

3.4.2 Crossmember

The crossmembers are composed of a number of small pressed channel section and some large one located beneath each board joint of the bamboo floor, which are placed at certain center distance. There are 3 pcs of t4.0 stiffeners in each joint member.

Shape : "C" section Small one : 122 x 45 x 45 x 3.5 mm, Qty. : 25 pcs. Large one : 122 x 75 x 45 x 4.0 mm, Qty. : 3 pcs. Stiffener : 4.0 mm thick, Qty. : 9 pcs.

3.4.3 Gooseneck Tunnel

40'x8'x9'6" CONTAINEX

The gooseneck tunnel consists of one piece pressed hat section tunnel plate, a number of pressed channel section tunnel bows, one box (or welded box) section rear bolster and tunnel outriggers. The gooseneck tunnel is designed according to ISO standard :

a) Tunnel plate : 4.0 mm thick, Qty. : one piece. b) Tunnel bow : 4.0 mm thick, Qty. : 12 pcs. c) Bolster : 150 x 100 x 4.0 mm, Qty. : one piece. d) Outriggers : 3.5 mm thick (small) / 4.0 mm thick (large), Qty. : 8 pcs / each side, total : 16 pcs.

3.4.4 Floor Central Rail

A primed 4.0 x 50 mm flat bar loosely placed on top of the crossmembers to support the floorboards at the center.

3.4.5 B.S.R. Corner Stiffener

Four corner stiffener, 4.0 x 200 mm thick protection plates will be welded from side rail to corner castings.

3.5 Front End

The front end will be composed of front end frame and corrugated front panel, which are welded together as a sub-assembly.

3.5.1 Front End Frame

The front end frame will be composed of two corner posts, one top end rail, one front bottom rail and four corner castings.

3.5.1.1 Front Corner Post

Each corner post is made of a 6.0 mm thick section steel pressing to ensure the suitable strength, light-weight and easy maintenance.

3.5.1.2 Top End Rail

The top end rail is constructed with a 3.5 mm thick “Z” shaped pressing steel plate.

3.5.1.3 Front bottom rail

The front bottom rail consists of two longitudinal end protectors and a square tube on top with flat strips as the wood supports. Two bottom corner protectors are provided adjacent to the bottom casting to prevent damage due to any twistlock misalignment.

Bottom corner protector : 9.0 mm thick, Qty. : 2 pcs. Front bottom railupper : 60 x 60 x 3.0 mm Floor support strip : 3.0 mm thick, Qty. : 2 pcs. Gooseneck tunnel cover plate : 9.0 mm thick, Qty. : 2 pcs.

3.5.2 Front Panel

40'x8'x9'6" CONTAINEX

The front panel is composed of steel sheet fully vertically corrugated into trapezium section, butt joint together to form one panel by means of automatic welding.

Front end wall thickness: 1.6 mm Corrugation dimension – Depth: 45.6 mm Outerface: 110 mm Interface: 104 mm Slope: 18 mm Pitch: 250 mm

3.6 The Rear Frame

The rear frame consists of one door header, one door sill, four corner castings and two corner posts.

3.6.1 Rear Corner Post

Each corner post is constructed from an inner part of channel shaped hot-rolled section steel and an outer part of steel pressing, welded together to form a hollow section to ensure the door opening and suitable strength against the stacking and racking force. Four (4) sets of hinge pin lugs are welded to each outer part of the corner post.

Inner part: 113 x 40 x 12 mm Outer part: 6.0 mm thick

3.6.2 Door Header

The door header is constructed from a lower part of a "U" shaped steel pressing with internal stiffener ribs at the location of the cam keeper's backside and an upper part of steel pressing rear header plate, they are welded together to form a box section to provide a high rigidity.

Rear header lower: 4.0 mm thick Header plate upper: 3.0 mm thick Door header stiffener: 4.0 mm thick, Qty.: 4 pcs.

3.6.3 Door Sill

The door sill is built of a special channel section steel pressing with internal ribs as stiffeners at the backside of each cam keeper. The upper face of the sill has a slope for better drainage and the highest part is on the same level to the upper face of the wooden floor. Two channel section steel recesses are provided adjacent to the bottom casting to prevent damage due to any twistlock misalignment.

Door sill: 4.5 mm thick, Slope: 10 mm Stiffener ribs: 4.0 mm thick, Qty.: 4 pcs. Cone damage protector: 200 x 75 x 9.0 mm

3.7 Side Wall Assembly

The side walls will be continuously welded to each other and to the side rails and corner posts. Welding penetration side panels to rails should be min.75%.

3.7.1 Top Side Rails

40'x8'x9'6" CONTAINEX

Each top side rail is used a square steel pipe. Rail : 60 x 60 x 3.0 mm

3.7.2 Side Walls

Each side wall will be composed of a number of sheets for the intermediate (inner) parts and outer panels at each end of side wall, fully vertically corrugated into trapezium section, butt welded together to form one panel by automatic welding.

Trapezium – Depth : 36 mm Outerface : 72 mm Interface : 70 mm Slope : 68 mm Pitch : 278 mm

a) Inner panel : 1.6 mm thick, Qty. : 9 pcs / each side. b) Outer panel : 1.6 mm thick, Qty. : 2 pcs / each side.

3.8 Roof

The roof will be constructed by several die-stamp corrugated steel sheets with a certain upwards camber at the center of each trough and corrugation, these sheets are butt jointed together to form one panel by automatic welding.

Corrugation shape – Depth : 20 mm Outerface : 91 mm Interface : 91 mm Slope : 13.5 mm Pitch : 209 mm

Camber upwards : 5 mm Panel thickness : 1.6 mm Sheet Qty. : 11 pcs

3.8.1 Roof Reinforcement Plate

Four reinforcement plates shall be mounted around the four corner castings.

dimension : 300 x 250 x 3.0 mm

3.9 Door

The door consists of two door leaves, each leaf with two locking devices, four hinges, seal gaskets and door holders.

3.9.1 Door Leaf

Each leaf consists of door panel, steel door frame which consists of vertical (inner & outer) and horizontal (upper & lower) rails. They are welded together to form the rectangular door leave.

3.9.1.1 Door Panel : With 3 corrugations.

Panel thickness : 1.6 mm Depth : 45.6 mm Interface : 70 mm Slope : 32 mm

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3.9.1.2 Door Frame : a) Door vertical rail : 100 x 50 x 3.2 mm (inner & outer) b) Door horizontal rail : Channel section, 150 x 50 x 3.0 mm.

3.9.1.3 Each door is capable of swinging 270 degrees when fully opened and can be secured in that position by means of door holder.

3.9.1.4 The right door is so designed that the right door must be opened before the left in compliance with T.I.R. requirements.

NOTE: (With a lockbox or door panel stopper as per each order)

3.9.2 Door Gasket

The door gasket is of extruded EPDM with a double lip to ensure water tightness. The upper and side gaskets are of 'J' type configuration. Bottom is of a 'C' type configuration. It is attached with sealant and secured with 1mm thick stainless steel retainers by stainless steel rivets(stainless rivet and steel shaft). The door gasket middle upper corner is overlap to left door area with wider outer lip.

3.9.3 Hinges and Pins

Four forged hinges, providing with bushed hole, are welded to each door leaf. Each door is installed by hinge pins, washers and bushings.

Washer - Stainless steel, under the bottom of hinge Bushing - Self-lubricating synthetic Pin - Stainless steel

3.9.4 Locking Devices

Galvanized locking devices on a galvanized 34 MM dia. pipe are secured to the door with nuts and bolts and has nylon bushings on the brackets. The Locking devices will be installed after the container is painted.

Type: Haihang "HH-E" with forged handle (no. 97HH—E—05—1) or equivalent.

3.9.5 Door Holder and Receptacle

A door holder per door, made of mixed nylon rope, is tied to the center-side locking rod and the receptacle (hook type) is welded to each bottom side rail to retain the door at the open position.

3.10 Floor

3.10.1 The Floor Boards

The floor consists of bamboo-wood composite floor. The floor used will be certified to meet the requirements of Australian Commonwealth Dept. of Health (Plant Quarantine Treatment Schedule) for Timber Components ( T.C.T. ). The floor dimension should according to the IICL dimension standard. The floor thickness is 28 mm.

Bamboo-wood composite floor supplier: New Atlantic Bamboo floor.

3.10.2 Arrangement and Fixing

The floor are longitudinally laid on the crossmember with a free floating flat steel at the center. The floor are tightly secured to each crossmember with countersunk self-tapping electro-zinc plated steel

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screws. These heads of the floor screws are countersunk below the level of the upper surface of the floor by 2.0 mm to 2.5 mm.

Screws : M8 x 45 x ø16(Head) mm Screws' Qty. : 6 pcs / end row and joint, 3 pcs / outrigger, 4 pcs / other.

3.11 Sealing

1. Each perimeter of the floor;
2. All the overlapped joints of inside;
3. All the holes for bolts and nuts;
4. Three sides of CSC plate and ventilators;
5. Between door gasket and door panel at 150 mm above lower gasket;
6. Details refer to the application of sealant drawing.

Note: The application of interior sealant will be put on after water testing.

Sealant Materials : a. Chloroprene (Exterior exposed area) b. Waterborne sealant (Cargo contact area) c. Butyl (Hidden parts)

3.12 Special Features

3.12.1 Shoring Slots: 60x40 MM slots are provided for on each of the rear corner posts so that a 2" thick batten can be secured to give protection against shifting cargo.

3.12.2 Lashing Rings and Lashing Bars

1. Lashing rings are welded to each bottom and top side rail at corresponding recessed area of side wall. Lashing ring Qty. / each bottom or top side rail : 10 pcs , total : 40 pcs.
2. Lashing bars are welded on each front & rear corner post slot. Lashing bars Qty. / each front corner post : 3 pcs, total : 6 pcs. Lashing bars Qty. / each rear corner post : 4 pcs, total : 8 pcs.
3. Capabilities of pull load of every lashing point are as following: Lashing rings on the side rails : 1,500 kg / each Lashing bars on the corner posts : 1,000 kg / each
4. Treatment of lashing ring / bar: Electro zinc plated

3.12.3 Ventilators –Eight (8) ventilators should be small type fabricated from A.B.S. resin by injection molding process. They will be secured to the panel recess near right corner post of both side walls, by means of three (3) Aluminum Huck bolts. The number of ventilators as per each order.

3.12.4 Customs Seal Provision

Customs seal provision are made on locking handle and retainer in accordance with TIR requirements.

3.12.5 Lock box (as per each order)

Lock box welded on the rear end door.

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4. SURFACE PROTECTION

4.1 Surface Preparation

All steel components, prior to forming, will be shot-blasted to a SA 2.5 standard surface by means of an automatic centrifugal shot surface cleaning machine. A weld-able primer compatible to the paint system will be applied immediately to a thickness of 10 micron to preserve the surface integrity during the assembly process. After the container is assembled it is shot-blasted again manually to clean all the welds and any other area that was contaminated during the assembly process. Slags and spatters are removed by means of grinding or needle hammers.

4.2 Paint

The zinc content of zinc rich primer shall be no less than 65% measured by weight of solid.

4.2.1 Coating system

Waterborne coating system

Note: 1. DFT of Bituminous paint are varied with product brand. 2. Epoxy zinc rich primer and pure epoxy are not applied to the floor. 3. The paint supplier will be submitted to customer's approval in advance before production.

5. MARKING

5.1 Lettering

The container will be marked in accordance with ISO requirements, owner's specifications, and other regulatory authorities.

5.2 Materials

The decals are of a self adhesive type and are warranted for seven (7) years against normal wear and tear. All data plates will be stainless steel and secured by stainless steel blind rivets and sealed with sealant.

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5.3 Plating and Stamping

5.3.1 Stamped the manufacturer's serial number in 10mm(13/32") high digits on the top face of the right hand lower rear corner fitting and the owner's code & number in same high digits on the left hand rear corner fitting.

5.3.2 Chemically etched stainless steel plates (Consolidated data plate i.e. TIR, CSC, TCT) will be permanently riveted with stainless steel rivets(stainless rivet and steel shaft) and sealant will be applied around these plates.

6. TESTING AND INSPECTION

6.1 Materials and Parts Inspection

All materials and parts are inspected by the manufacturer's Quality Control department to ensure they are up to the specification called for in the design.

6.2 Production Line Quality Control

All containers are manufactured under effective quality control procedures to meet the specified standards. All dimensions are checked and smooth operation of the doors are ensured after each container's completion. A light and watertight test is conducted on all containers.

10% of assembled corner post structure will have tension test with 15,240 kgs after welding in the construction line. One in every 200 of containers shall be tested for following items:

1. Stacking test.
2. Lifting from top corner fitting test.
3. Lifting from bottom corner fitting test.
4. Floor test.

Quality control personnel independent of the production dept. will be inspecting on all phases of the production as well as ad hoc inspections by the classification society's surveyor and buyer's representatives to assure the quality of the container.

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7. WARRANTY

7.1 Warranty

The Warranty period will commence the day after the certification is issued by the classification society.

7.2 Paint Warranty

The application of paint will be Warranted against corrosion and paint failure for a period of five (5) years. The Warranty is for all faults affecting more than 10% of the painted surfaces and will assure partial or total re-painting of the containers. Normal wear/tear, or corrosion caused by acid, alkali or results of damages by abrasion, impact or accident are excluded.

Note: Corrosion is defined as rusting which exceeds RE3 (European scale of degree of rusting) on at least ten (10) percent of the total container surface coated with the concerned coating system.

7.3 Other Warranty

This container will be Warranted against any defects or omissions in constructions, workmanship and materials for a period of thirty (30) months. In the event of defects, FACTORY will replace, correct or install to make the container satisfactory to this specification and its intended service at FACTORY's expense. Any damages caused by mis-handling, mis-securing, mis-loading, impact and any natures of accidents are excluded.

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APPENDIX A

Material list for main steel parts:

YP = YIELD POINT (KG/MM²) E = ELONGATION % TS = TENSILE STRENGTH (KG/MM²)

FRONT PANEL ) JIS: SPA-H OR EQUIVALENT FRONT TOP RAIL ) YP=35 TS=49 E=22 FRONT CORNER POST ) FRONT BOTTOM RAIL ) REAR CORNER POST-OUTER ) DOOR PANEL ) DOOR HEADER ) DOOR RAIL ) DOOR EDGE MEMBER ) DOOR SILL ) SIDE PANEL ) TOP SIDE RAIL ) BOTTOM SIDE RAIL ) ROOF PANEL ) CROSS MEMBER ) REINFORCEMENT PLATE ) GOOSENECK TUNNEL ) TUNNEL OUTERIGGER ) TUNNEL BOLSTER ) FLOOR CENTRAL RAIL )

DOOR SEAL RETAINER ) STAINLESS STEEL HINGE PIN )

CONE DAMAGE PROTECTOR ) JIS: SS41 HOT ROLLED SHAPED STEEL YP=25 TS=41 E=21 REAR CORNER POST-INNER ) JIS: SM50YA HOT-ROLLED HI-TENSILE SHAPED STEEL YP=37 TS=50 E=15 OR SS50 HOT-ROLLED HI-TENSILE SHAPED STEEL YP=29 TS=50 E=19

LOCKING BAR ) JIS: STK41 YP=23 TS=41 E=23 CORNER CASTING ) JIS: SCW49 MOD. WELDABLE CASTINGS YP=28 TS=49 E=20 DOOR HINGE ) JIS: S25C FORGING STEEL YP=23 TS=44 E=20 DOOR LOCKING CAM ) JIS: S20C FORGING STEEL AND KEEPER ) YP=23 TS=44 E=19

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APPENDIX B TESTING ITEMS, LOADS AND CRITERIA

| NOTE: Figures in brackets of "residual deformation" column show the total residual deformation after completion of the series tests 1, 2A, 2B, 3, and 6 | R: Max. Gross Weight P: Max. Payload T: Tare Weight *Measured from the plane of bottom corner castings. **Elastic Deformation

***Dimensions within ISO tolerance | | | | --- | --- | --- | --- | | Test Load | | Permissible Criteria | | | | | Deflection under Load | Residual Deformation | | 1. Stacking | | | | | 846 KN (86,400 KG) per post | Corner Posts | ** 4MM | 2MM | | Offset: 25MM laterally | Bottom Side | | (4MM) | | | Rails | | | | | Cross Members | *6MM | (3MM) | | (1.8R-T) loaded on floor | | | | | 2.A Lifting from the four top corner castings | | | | | (2R), vertically | Bottom Side | | (4MM) | | (2R-T), loaded on floor | Rails | | | | | Cross Members | *6MM | (3MM) | | 2.B Lifting from the four bottom corner castings | | | | | (2R), lifting forces 30 angle | Bottom Side | | (4MM) | | (2R-T), Loaded on floor | Rails | | | | | Cross Members | *6MM | (3MM) | | 3. Restraint | | | | | (2R), R per rail, compression and tension longitudinally, | Bottom Side Rails | | | | (R-T) loaded on floor | Vertically | | (4MM) | | | Longitudinally | | 2MM | | 4. Strength of End Walls | | | | | (0.4P) uniformly | Front End Panel | | 8MM | | | Door Panel | | 5MM | 40'x8'x9'6" CONTAINEX

5. Strength of Side Walls (0.5P) uniformly Side Panel Top & Bottom Side Rails 10MM 4MM

6. Floor Strength 5,460 KG, axle weight 2,730 KG per wheel Cross Members (3MM)

7. Strength of the Roof 300 KG, distributed over an area of 300MM x 600MM Roof Panel 5MM

8.A Rigidity (Transverse) 150KN(15,240 kg), horizontally, push and pull End Frame (diagonal) ** 60MM 10MM

8.B Rigidity (Longitudinal) 75KN(7,620 kg), horizontally, push and pull Side Frame (at Top Castings) ** 25MM 7MM

9. Weatherproofness By Spray Rack System: Nozzle Pressure: Nozzle Diameter: 0.5 hour min. 1 KG / CM² 12.5 MM Distance from Container Surface to Nozzle: Remove Speed: 1.5 M 100 MM/SEC.

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SECTION "C"-"C"

TITLE: 40"x8"x9"GENERAL ASSEMBLY

SECTION "N"–"N" 1:8

1:2

1:8

TITLE: BASE ASSEMBLY 40" & 40"HC

SECTION "B"–"B"

TITLE:40'x8'x9'6" FRONT ASSEMBLY

TITLE: 40"X8"X9"6" REAR ASSEMBLY

SECTION A-A

SECTION B-B

REMARK: 1. 件(5)(6)(7)焊装于左门方管； 2. 其余装配后焊装于右门方管。

SECTION "B"–"B"

DETAIL LASHING RING

TITLE: 40'x8'x9'6" SIDE ASSEMBLY

DETAIL "C" 1:6

DETAIL "D" 1:6

DETAIL "F" 1:6

GOOSENECK 1:4

NOTE: NOT SPECIFIED INSIDE ARE WATERBORNE SEALANT.

RIGHT SIDE WALL INSIDE

REAR END BOTTOM CORNER FITTING

DETAIL 11 1:8

DETAIL 10 1:8

REMARK

1. DECAL WARRANTY: 7 YEARS

TITLE: 40'x8'x9'6" ARRANGEMENT OF MARKING

NOTE: MTL: STAINLESS STEEL(10.8)

| MATERIAL LISTS FOR

200

COLOR: BLACK ON WHITE