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Specification and testing for 5D general purpose containers

Basic Information

Standard ID: GB/T 3218-1982

Standard Name:Specification and testing for 5D general purpose containers

Chinese Name: 5D型通用集装箱的技术条件和试验方法

Standard category:National Standard (GB)

state:Abolished

Date of Release1982-10-11

Date of Implementation:1983-10-01

Date of Expiration:2005-10-14

standard classification number

Standard ICS number:Packaging and transportation of goods>> Freight transportation>> 55.180.10 General purpose container

Standard Classification Number:Comprehensive>>Marking, packaging, transportation, storage>>A85 container, pallet, shelf

associated standards

Procurement status:≈ISO 1496/1-78

Publication information

other information

Release date:1982-10-11

Review date:2004-10-14

Drafting unit:Institute of Transportation, China Academy of Railway Sciences

Focal point unit:National Technical Committee for Container Standardization

Publishing department:National Standardization Administration

competent authority:National Standardization Administration

Introduction to standards:

This standard applies to 5D type general purpose containers for domestic railway, waterway and road transportation. All newly designed and manufactured containers of this type shall comply with this standard. GB/T 3218-1982 Technical conditions and test methods for 5D type general purpose containers GB/T3218-1982 Standard download decompression password: www.bzxz.net
This standard applies to 5D type general purpose containers for domestic railway, waterway and road transportation. All newly designed and manufactured containers of this type shall comply with this standard.


Some standard content:

Scope of application
National Standard of the People's Republic of China
Technical conditions and test methods for 5D type general purpose containers
Specificatlon and testing for SD general purpose containers UDC 621.869
GB 3218-82
This standard applies to 5D type general purpose containers for domestic railway, waterway and road transportation. All newly designed and manufactured containers of this type shall comply with this standard.
2 Specifications
2.1 Dimensions
The external dimensions of 5D type general purpose containers shall comply with the provisions of GB1413-78 "Series of external dimensions and weight of cargo containers". In order to increase the internal volume of the container, its internal length, width and height dimensions should be as large as possible, and the minimum internal dimensions shall comply with the provisions of GB1834B0 "Minimum internal dimensions of general purpose containers". 2.2 Reset
The total weight of the container is 5 tons. That is, the total weight of the deadweight 7 and the load P. It is expressed as R: R=T+P. 3 Technical conditions
3. 1 General requirements
3.1.1 The box structure shall meet the requirements of the various tests specified in Chapter 4 of this standard. 3.1.2 In order to ensure the safety of the goods in the box, a cargo bolt is installed at an appropriate position in the box to secure the goods. 3.1.3 The appropriate position of the outer surface of the box should be equipped with a buckle to fix the door and make its opening not less than 260°. 3.1.4 For bottom-opening top containers, parts should be provided to fasten the box cover to the box body. Its position should be convenient for operation and inspection. 3.1.5 The packing mark shall comply with GB1836-80 (Container Marking Code). 8.2 Door and door frame dimensions
The container must be flexible to open. The F opening of the container door should preferably be equal to the internal cross-sectional dimensions of the container, but the height shall not be less than 2100 mm. The width shall not be less than 2286 mm.
3.3 Corner fittings
The corner fittings of the 5D type general container shall comply with GB1835-80 "Technical Conditions for Container Corner Fittings". 3.4 Bottom structure
Any container equipped with bottom corner fittings shall be able to be opened by four The bottom of the container shall be supported by a bottom corner piece. When a load of 1.8R is evenly distributed on the bottom plate of the container, the depth of any part of the bottom shall not exceed 6 mm below the lower surface of the bottom corner piece. The bottom structure of the container shall be designed to withstand the various forces generated by the goods in the container during transportation, stacking and packing. 8.5 Pre-structure
The top of the container shall be able to withstand the load caused by the staff working on it. The top surface of the top piece shall not protrude less than 6 meters from the highest surface of the container top. 3.6 Fork groove
Published by the Taojia Standards Bureau on October 11, 1982
1983 -10-01 implementation
GB 321882
5D general purpose containers must be equipped with fork plates. The fork plate should be fully penetrated through the bottom structure of the container vertically so that the forklift can lift the fork from the opposite side. It is not required to lay the fork plate along the entire length of the container, but the plate should be laid at both ends of the fork groove. The position and size of the fork plate are shown in Figure 1.
490050mm+
B305mm,
℃2102m,
D 20 mm.
4 Tests
4.1 General
Unless otherwise specified, containers complying with the requirements of Article 3 shall also be able to withstand the various tests specified in Articles 4.2 to 4.10. The weathertightness test shall be carried out after the other tests.
The test load in the container shall be evenly distributed. The test loads specified in the following tests are the minimum requirements. 4.2 Stacking test
4.2.1
This test is to check the load-bearing capacity of the container when it is loaded with two ton containers. It takes into account the stacking conditions of railway and port container yards, the speed effect when it is stacked in the cabin grid, and the relative coding of the upper and lower containers caused by the gap between the container and the grid.
4.2.2 Method
Put the container on a solid water table supported by four bottom parts of the box body, and put a uniform load of 1.000 in the box, and apply it on the lower parts, so that each corner part can bear 0.9 feet of vertical load. The angle or simulation piece at the bottom of the test chamber (with the corresponding plane size, opening, turning angle, edge angle and difference with the real object) is applied to the tested object. The angle pieces or simulation pieces should be arranged in the same side direction, with a horizontal deviation of 25.4 mm and a vertical deviation of 3 meters. Observe and measure the deformation of the bottom structure and each column. The test diagram is shown in Figure 2.
$Preliminary lifting test
*.3.1 GB321882 of China
This test is to test the load-bearing capacity of the container by lifting from the top or lifting with a sling at an angle of 45 to the plumb line. At the same time, the bottom plate and the bottom structure of the box are tested for their ability to withstand various loads generated by the acceleration of the load in the box under the lifting operation. 4.3.2 Method
The container is loaded with a uniformly distributed load of 2 feet and a ton. The sling is at an angle of 45 to the plumb line, and the four corners are lifted smoothly together. After lifting the container, it should be suspended for 5 minutes and then lowered steadily. Observe the deformation of the container body and measure the deformation of the bottom structure. The test diagram is shown in Figure 3. l2Ry
4.4 Bottom lifting test
4.4.1 GB3218-82
This test is to test the lifting capacity of the container when the lifting rope is at an angle of 6 to the water level. At the same time, it tests the bearing capacity of the bottom plate and the bottom structure of the container under the various load forces generated by the lifting operation. If the test is not required, it can be omitted. 4.4.2 Method
The container is loaded with a uniformly distributed load of 2 feet and a T, and is lifted steadily through the four bottom corner fittings. The lifting force should be made to travel along the side wall of the container, and the distance between it and the outer surface of the corner fittings should not exceed 10 millimeters, but it should not touch any part of the container. The angle between the lifting force action line and the water half line is 0", and the lifting is maintained for 5 minutes, and then lowered steadily. Observe the deformation of the box and the deformation of the bottom structure of the test box. The test diagram is shown in Figure 4. Re
4.5 Longitudinal bolting test
4. 5. 13
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This test is to test the bearing capacity of the container under the dynamic load of railway operation (that is, under the condition of 29 acceleration).
4.5.2 Method
The container is loaded with a uniform load of RT, and the two bottom corner pieces at one end of the container are fixed on the rigid support. Then, a longitudinal horizontal force equivalent to 2 feet is applied to the two bottom corner pieces at the other end, first toward the fixed piece, and then in the opposite direction. Observe the deformation of the container and measure the length change of the two lower side beams. The test diagram is shown in Figure 5. RT
4.6 Side wall test
4.6.1 The test is to test the bearing capacity of the container side wall under the dynamic load when the ship is traveling. 4.6.2 Method
A uniform load of 0.6P is applied to the inner side wall of the container. If the two side walls are symmetrical structures, only one side can be tested. If the two GB 821B82
If the side wall structure is asymmetrical, it is necessary to test the two side walls separately. Observe and measure the deformation of the side wall. The test diagram is shown in Figure 6. n.6 P.
4.7 End wall test
4.7. t's
Test the bearing capacity of the container end wall for dynamic loads when the vehicle or ship is traveling. 4.7.2
Apply a uniform load of 0.6P to the inner wall of the container end. If the two end structures are different (such as a door at one end, etc.), the test should be carried out separately. Observe and measure the deformation of the entire end. The test diagram is shown in Figure 7. 9.6
, 8 Box top test
4.8.1 GB321882
Test the bearing capacity of the container when the staff is working on it. 4.8.2 Method
For containers with box top strength requirements, apply a uniform load of 150 kg on the weakest area of ​​the box top structure of 300×300 square millimeters. Observe and measure the deformation of the box top. The test diagram is shown in Figure. nsokg
4. 9 Fork lifting test
4. 9.1
Test the load-bearing capacity of the container during lifting. 4.9.2 Method
Put 1.25R-T of cloth in the container, insert two fork teeth with a width of 200mm into the fork groove and support the container body, so that its effective length is 3/4 of the fork groove, support for 5 minutes and then put it down steadily. Observe the deformation of the bottom of the container. The test diagram is shown in Figure 9. J.25R-T
4.10 Uneven ground test (twisting test)
4.10.1 day
Test the adaptability of the container to work on uneven ground. This test is carried out when required by the container operator or the carrier. 4.10.2 Method
Put the fully loaded container (uniformly distributed load) in a three-point supported, "point suspended" state (the left bottom corner of the door is suspended once each). Check whether the container door can be opened and closed. The test diagram is shown in the figure. GB 3218-B2
The specific test requirements are determined according to the requirements of the container owner or the selection unit. Suspension
4.11 Wind and rain tightness test
4.11.1 H
Check all surfaces and joints and seams of the container for leakage. 4.11.2 MethodwwW.bzxz.Net
Spray water on all surfaces and seams of the container with a nozzle with an inner diameter of 12.5 mm and an outlet pressure of 100 kPa (1 kgf! virtual meter) at a distance of 1.5 m from the container support surface and a moving speed of 100 mm/s. 4.12 Test requirements
4.12, 1 After all the tests in Article 4.2 of this standard are completed, , no deformation or distortion that affects the use of any part of the container shall occur, and the requirements for loading and unloading, handling, fixing and reloading shall still be met. 12.2 After the wind and rain tightness test of 4.11, there shall be no leakage in the reinforcement. Additional remarks:
This standard was proposed by the National Technical Committee for Container Standardization and is managed by the secretariat of the Technical Committee. This standard was drafted by the Transportation Research Institute and the Standard Planning Research Institute of the Scientific Research Institute of the Ministry of Railways. The main drafters of this standard are Wang Zhuomei and Fei Ming.
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