CONNECTING PEOPLE TO SHARING KNOWLEDGE MARINE AND MARITIME TECHNOLOGY - CONNECTING PEOPLE TO SHARING KNOWLEDGE MARINE AND MARITIME TECHNOLOGY - CONNECTING PEOPLE TO SHARING KNOWLEDGE MARINE AND MARITIME TECHNOLOGY - CONNECTING PEOPLE TO SHARING KNOWLEDGE MARINE AND MARITIME TECHNOLOGY - CONNECTING PEOPLE TO SHARING KNOWLEDGE MARINE AND MARITIME TECHNOLOGY - CONNECTING PEOPLE TO SHARING KNOWLEDGE MARINE AND MARITIME TECHNOLOGY

Rabu, 15 November 2017

Procedures are to ensure the weathertightness of structures/shipboard

General 
These test procedures are to ensure the weathertightness of structures/shipboard outfitting, the watertightness of tanks and watertight boundaries and structural adequacy of tanks. Tightness of all tanks and tight boundaries of the ships at the new construction and, when major conversions or repairs* have been made, those relevant to the major conversions/repairs should be confirmed by these test procedures prior to delivery of the ship.

* Major repair means a repair affecting structural integrity.

Application 
All gravity tanks** and other boundaries required to be watertight or weathertight should be tested in accordance with this Guideline and proven tight and structurally adequate as follows:  

  • - Gravity Tanks for their tightness and structural adequacy
  • - Watertight Boundaries Other Than Tank Boundaries for their watertightness, and
  • - Weathertight Boundaries for their weathertightness 
** Gravity tank means a tank having a design working pressure not greater than 70 kPa at the top of the tank.  
The testing of cargo containment systems of liquefied gas carriers should be in accordance with standards deemed appropriate by the Administration.
Testing of structures not listed in Table 1 or 2 should be specially considered.  

Types of Tests and Definition of Test

The following two types of test are specified in this requirement:

Structural Test: A test to verify the structural adequacy of the construction of the tanks. This may be a hydrostatic test or, where the situation warrants, a hydropneumatic test.  
Leak Test: A test to verify the tightness of the boundary. Unless a specific test is indicated, this may be a hydrostatic/hydropneumatic test or air test. Leak test with remark *3 in Table 1 includes hose test as an acceptable medium of the test.

Definition of each type of test is as follows:

Hydrostatic Test: (Leak and Structural) A test by filling the space with a liquid to specified head. 
Hydropneumatic Test: (Leak and Structural) A test wherein space is partially filled with liquid and air pressure applied on top of the liquid surface. 
Hose Test: (Leak) A test to verify the tightness of the joint by a jet of water. 
Air Tests: (Leak) A test to verify the tightness by means of air pressure differential and leak detection solution. It includes tank air test and joint air test, such as compressed air test and vacuum box test. 
Compressed Air Fillet Weld Test: (Leak) An air test of fillet welded tee joint and leak indicating solution applied on the fillet welds. 
Vacuum Box Test: (Leak) A box over a joint with leak indicating solution applied on the fillet or butt welds. Vacuum is created inside the box to detect any leaks. 
Ultrasonic Test: (Leak) A test to verify the tightness of a sealing by means of ultrasonic. 
Penetration Test: (Leak) A test to verify that no continuous leakages exist in the boundaries of a compartment by means of low surface tension liquids. 

TEST PROCEDURE

General
Tests should be carried out in the presence of the Surveyor at a stage sufficiently close to the completion of the work with all hatches, doors, windows, etc. installed and all penetrations including pipe connections fitted, and before any ceiling and cement work is applied over the joints.

Structural Test Procedures

Type and Time of Test 
Where a structural test is specified in Table 1 or Table 2, a hydrostatic test in accordance with 4.4.1 will be acceptable. Where practical limitations (strength of building berth, light density of liquid, etc.) prevent the performance of a hydrostatic test, a hydropneumatic test in accordance with 4.4.2 may be accepted as an equivalent method. Provided the results of a leak test are confirmed satisfactory, a hydrostatic test for confirmation of structural adequacy may be carried out while the vessel is afloat. 

Number of Structural Test 
  1. Structural test should be carried out for at least one tank of same construction (i.e., same design and same workmanship) on each vessel provided all subsequent tanks are tested for leaks by an air test. However, where structural adequacy of a tank was verified by structural testing required in Table 1, the subsequent vessels in the series (i.e., sister ships built in the same shipyard) may be exempted from such testing for other tanks which have the structural similarity to the tested tank, provided that the water-tightness in all boundaries of exempted tanks are verified by leak tests and thorough inspection should be carried out. For sister ships built several years after the last ship of the series, such exemption may be reconsidered. In any case, structural testing should be carried out for at least one tank for each vessel in order to assure structural fabrication adequacy. 
  2. For watertight boundaries of spaces other than tanks (excluding chain lockers), structural testing may be exempted, provided that the water-tightness in all boundaries of exempted spaces are verified by leak tests and thorough inspection should be carried out. 
  3. These subsequent tanks may require structural test if found necessary after the structural testing of the first tank. 
  4. Tanks for structural test should be selected so that all representative structural members are tested for the expected tension and compression. 
Leak Test Procedures
For leak test specified in Table 1, tank air test, compressed air fillet weld test, vacuum box test in accordance with 4.4.3 through 4.4.6, or their combination will be acceptable. Hydrostatic or hydropneumatic test may also be accepted as leak test provided 4.5 and 4.6 are complied with. 
Hose test will also be acceptable for the locations as specified in Table 1 with the foot note *3. 
Joint air test may be carried out in the block stage provided all work of the block that may affect the tightness of the joint is completed before the test. See also 4.5.1 for the application of final coating and 4.6 for safe access to joint and their summary in Table 3. 

DETAILS OF TEST

Hydrostatic Test
Unless other liquid is approved, hydrostatic test is to consist of filling the space by fresh water or sea water, whichever is appropriate for testing of the space, to the level specified in Table 1 or Table 2. In case a tank for cargoes with higher density is to be tested with fresh water or sea water, the testing pressure height should be specially considered.

Hydropneumatic Test
Hydropneumatic test where approved should be such that the test condition in conjunction with the approved liquid level and air pressure will simulate the actual loading as far as practicable. The requirements and recommendations for tank air tests in 4.4.4 will also apply to hydropneumatic test.

Hose Test
Hose test should be carried out with the pressure in the hose nozzle maintained at least at 2·105 Pa during the test. The nozzle should have a minimum inside diameter of 12 mm and be at a distance to the joint not exceeding 1.5meters. Where hose test is not practical because of possible damage to machinery, electrical equipment insulation or outfitting items, it may be replaced by a careful visual examination of welded connections, supported where necessary by means such as a dye penetrant test or ultrasonic leak test or an equivalent. 

Tank Air Test
All boundary welds, erection joints and penetrations including pipe connections should be examined in accordance with the approved procedure and under a pressure differential above atmosphere pressure not less than 0.15·105 Pa with a leak indication solution applied. It is recommended that the air pressure in the tank be raised to and maintained at about 0.20·105 Pa for approximately one hour, with a minimum number of personnel around the tank, before lowered to the test pressure of 0.15·105 Pa. A U-tube with a height sufficient to hold a head of water corresponding to the required test pressure should be arranged. The cross sectional area of the U-tube should be not less than that of the pipe supplying air to the tank. In addition to U-tube, a master gauge or other approved means to verify the pressure should be approved. 

Compressed Air Fillet Weld Test 
In this air test, compressed air is injected from one end of fillet welded joint and the pressure verified at the other end of joint by a pressure gauge on the opposite side. Pressure gauges should be arranged so that an air pressure of at least 0.15·105 Pa can be verified at each end of all passages within the portion being tested. Note: Where the leak test is required in way of the fabrication applying the partial penetration weld, compressed air test is also applied in the same manner for fillet weld where the root face is sufficiently large, i.e., 6 – 8 mm.  

Vacuum Box Test
A box (vacuum tester) with air connections, gauges and inspection window is placed over the joint with leak indicator applied. The air within the box is removed by an ejector to create a vacuum of 0.20·105 – 0.26·105 Pa inside the box.

Ultrasonic Test 
An arrangement of an ultrasonic echoes sender inside of a compartment and a receiver outside. A location where the sound is detectable by the receiver displays a leakage in the sealing of the compartment.

Penetration Test
A test of butt welds by using of a low surface tension liquid at one side of a compartment boundary. If no liquid were detected on the opposite sides of the boundaries after expiration of a definite time this means the verification of tightness of the compartments boundaries.

Other Test
Other methods of testing may be considered by each society upon submission of full particulars prior to commencement of the testing.

APPLICATIONS OF COATING

Final Coating 
For butt joints by automatic process, final coating may be applied anytime before completion of leak test of the space bounded by the joint. For all other joints, final coating should be applied after the completion of leak test of the joint. The Surveyor reserves a right to require leak test prior to the application of final coating over automatic erection butt welds.  

Temporary Coating
Any temporary coating which may conceal defects or leaks should be applied at a time as specified for final coating. This requirement does not apply to shop primer. 

Safe Access to Joints 
For leak tests, a safe access to all joints under examination should be provided. See also Table 3. 

Knowledges From : IACS Guideline for Procedures of Testing Tanks and Tight Boundaries




 

Tidak ada komentar:

Posting Komentar