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Interchar , Interchar , Interchar , Interchar and Interchar Interchar can be specified for structural beams, columns and. This approval relates to the use of Interchar for the fire protection of of Interchar (excluding primer and top sealer) required to provide. Interchar | Anti-corrosion solutions | Adress A. Kojelavičiaus g. 17, LT Vilnius.

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Members with low Section Factors will heat up more slowly. Soldiers must coincide with board joints. Loaded specimens should comply with the dimensional requirements of BS or ENV and non-loaded specimens used to provide temperature data should have a length of at least 1 metre. The load factors for the fire limit state are provided in Table 5 of BS Part 8: The values of the constants ao.

CP January Updated information on place of manufacture to be provided by the manufacturer. For calculation purposes the heated perimeter is also taken as the width of the bottom flange plus 2 x bottom flange thickness. Constraints For Fire Resistance Minimum thickness — 20mm, maximum thickness mm Durability Resistant to frost.

Assessments are only made regarding the performance of horizontal elements if the loaded beam test with maximum thickness in accordance with BS or ENV has achieved the maximum fire resistance under consideration.

The method of application used shall be recorded in the assessment and where solvent based intumescent are applied by brush for testing then the application shall be restricted to this method whereas if applied by spray for testing then the application shall allow both brush and spray. This guidance is now withdrawn and replaced by new guidance for cellular beams intterchar Section 6.


International Paint: INTERNATIONAL PAINT

The guidance of ENV is recommended. Also defined is an evaluation of reactive systems against a slow heating regime which may be required in some areas of Europe such as Germany. This product is intended for use only by professional applicators in industrial situations.

However the floor is then created by laying a deep metal deck on the outstand of the plate. These measurements should be taken randomly on either side of the web and the thicknesses averaged separately for each face. The decking should incorporate two shear connectors between each dovetail. Resistance to the transfer of excessive heat [insulation I ] is the ability of the element to resist the passage of heat by conduction.

Classification using data from fire resistance tests. That in Figure 6. It is good working practice to periodically flush out spray equipment during the course of the working day.

Beamclad Foil Faced Web post dimensions are for reference only Association for Specialist Fire Protection 68 Fire protection for structural steel in buildings th www.


Members carrying appreciably less than their full capacity may remain stable at temperatures up to. Each product has been the subject of test and has been assessed by one of the methods described in Sections 3 and 5 These are: Protection of CHS columns up to 1 hr.

Steel preparation None required 7. Constraints for fire resistance a Minimum thickness. Guide for Family Reading Parties Mission. Application technique a Clip fix, dry joint board system Friction fitted clips to top and bottom flanges at maximum mm and mm centres respectively. Being mindful of modern trends towards greater use of lightweight wall and sandwich panel or partition constructions.

It is therefore recommended that the number of coats applied on the test specimens is similar to the number used in practice and is recorded in the test report. The assessment can be limited to 3 and 4 sided protection beams and columns or 4 sided protection columns only at the request of the test sponsor. The predicted thicknesses are always considered as the minimum required for on-site application. Surface Preparation Guidelines for more information. The section sizes shown in Table 28 are the nearest UK equivalent of the sections listed in the European document.


Sample Report for Indian Export Data of Interchar

Figure 7 shows a typical graph. An explanatory section has been added to the text. Continuous 25x25mm lightweight metal angle.

The test results will apply equally to any cellular beam made from hot rolled steel sections or steel plate. Concrete Substrates Concrete should be well cured prior to priming with Ceilcote M. It should be noted that the sections specified differ for the The data sheets specify the dry film thickness. General assessment procedures are referred to in Section 3. Application technique Mechanical support structure using CD welded pins over which one or more layers of blanket are impaled and retained using friction fit washers.

Product description Non-combustible mineral bound board.

Documents Flashcards Grammar checker. Protection of internal steel I-columns up to 1 hr.

If loadbearing capacity failure of a loaded beam occurs or for columns is imminent the load should be removed and the test continued until the conditions given in 4 are achieved. Required thickness of fire-resisting material should be in accordance with Figure 1 in the report no.