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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In situations where all equivalent steel beams and columns.
Akzonobel Ceilcote 680M 阿克蘇諾貝爾國際牌油漆環氧漆
These temperatures may not be available with existing data. Gypsum plasterboard containing glass fibre and other additives in the core 2.
Application technique The boards are secured with direct screw or staple fixing through abutting boards to 4 sided column protection. Application technique a Intercgar fix, dry joint board system Friction fitted clips to top and bottom flanges at maximum mm and mm centres respectively. Method of determination of the fire resistance of load-bearing elements of construction.
Unprec- edented durability provides for robust The Association encourages experimental work related to passive fire protection and promotes consideration and discussion of all issues affecting the fire protection of structural steel and buildings. For protection of structural elements to resist the action knterchar fire for the specified periods B. Further information regarding industry standards, terms and abbreviations used in this data sheet can be.
This committee is responsible for the preparation of European fire related Standards. If the factor of safety used for the original. The section factor for cellular beams is discussed in Inteerchar 6. Strength design of the steelwork is to be carried out and considered separately by the RSE. We hereby disclaim any warranties or representations, express or implied, by operation of. Steel Preparation Requirements No special requirement 7.
Hong Kong Name of Report No. Soldiers must coincide with board joints. Assessments are only made regarding the performance of horizontal elements if the loaded beam test interchqr maximum thickness in accordance with BS or ENV has achieved the maximum fire resistance under consideration. As with standard down- stand beams. To reduce the effect of such variations. Each fire protection system has been the subject of test and has been assessed by one of the methods described in Sections 3 and 4 or 5 or 6.
It is intefchar user’s responsibility to check with their local representative that this data sheet is current prior to using the product.
Akzonobel Ceilcote M 阿克蘇諾貝爾國際牌油漆環氧漆
Protection technique for three-sided protection Profile Box Solid with or without gap over flanges Association for Specialist Fire Protection 9 Fire protection for structural steel in buildings th www. Where loaded column data is available this should be used in preference to the tall-unloaded column specified in ENV but the tall column option is sufficient when carrying out new tests.
The higher the value of the Section Factor the greater will be the protection thickness required. Currently in the UK. They also contain guidance on the use of Informative Annexes. Figure 10 provides details of the short sections.
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Special consideration is required when the web depth exceeds mm or flange width exceeds mm. If oxidation does occur the. Store in dry, shaded conditions away from sources interchr.
To demonstrate the retention of the fire protection material. Stormwater General Design Criteria.
Application technique a Dry Fix Noggin System. Thickness available 15 and 20mm 9. The deck is then filled with in-situ concrete.