CERTIFICATE OF FIRE APPROVAL

Transcription

1 LR CERTIFICATE OF FIRE APPROVAL This is to certify that The product(s) detailed below will be accepted for compliance with the applicable Lloyd s Register Rules and Regulations for use on offshore installations classed with Lloyd s Register, and for use on offshore installations when authorised by contracting governments to issue the relevant certificates, licences, permits etc. Manufacturer Address Type Equipment Description Specified Standard Morgan Advanced Materials Thermal Ceramics Tebay Road Bromborough Wirral Merseyside, CH6 3PH United Kingdom (UK) STRUCTURAL STEEL HYDROCARBON FIRE PROTECTION SYSTEM Structural Steel I-Sections or H-Sections protected with FireMaster Marine Plus Blanket insulation (Nominal Density 18kg/m 3 ) BS EN :013 and BS EN 1363-:1999 for Hydrocarbon Fire Exposures only. The attached Design Appraisal Document forms part of this certificate. This certificate remains valid unless cancelled or revoked, provided the conditions in the attached Design Appraisal Document are complied with and the equipment remains satisfactory in service. of issue 17 June 014 Expiry date 16 June 019 Certificate No. Signed Lloyd's Register EMEA Marine Technology and Engineering Services, London Office Sheet No 1 of 15 Name M. Farrier Surveyor to A Member of the Lloyd s Register Group Note: This certificate is not valid for equipment, the design or manufacture of which has been varied or modified from the specimen tested. The manufacturer should notify Lloyd s Register of any modification or changes to the equipment in order to obtain a valid Certificate. Lloyd's Register Group Limited, its affiliates and subsidiaries and their respective officers, employees or agents are, individually and collectively, referred to in this clause as the 'Lloyd's Register'. Lloyd's Register assumes no responsibility and shall not be liable to any person for any loss, damage or expense caused by reliance on the information or advice in this document or howsoever provided, unless that person has signed a contract with the relevant Lloyd's Register entity for the provision of this information or advice and in that case any responsibility or liability is exclusively on the terms and conditions set out in that contract.

2 Telephone Fax of 15 5 November 014 This Design Appraisal Document forms part of the Certificate. APPROVAL DOCUMENTATION BRE Global, Watford, UK, Test Report Nos , and all dated 1 March 01. BRE Global, Watford,, UK, Assessment Report No. CC 948 dated 13 March 014. CONDITIONS OF CERTIFICATION 1. Evaluation of the Hydrocarbon Fire Test Results for I-Sections or H-Sections, are given in Appendices 1 to 6 attached to this certificate.. Consisting of: Various layers of 18kg/m 3 density FIREMASTER MARINE PLUS BLANKET fibre insulation retained to a steel structural I-Section or H-Section member by.8mm dia. welded steel pins and 38mm diameter steel washers spaced at 150mm maximum centres and 75mm from insulation joints. At least two layers of insulation to be provided with the lesser thicknesses positioned on the outside, with staggered or compressed joints where possible and butt joints overlapped by 300mm. 3. Application in each case to be approved by Lloyd s Register at the design stage. 4. Production items are to be manufactured in accordance with a quality control system which shall be maintained to ensure that items are of the same standard as the approved prototype. PLACES OF PRODUCTION Morgan Thermal Ceramics De France S.A. Lieu-dit Les Plantées St. Marcellin-en-Forez F-4680 France Morganite Brazil LTDA Rua Darcy Pereira 83 Distrito Industrial de Santa Cruz Rio de Janeiro-RJ Brazil Morgan Kailong (Jingmen) Thermal Ceramics Co., Ltd. No. 0-1, Quankou Road Jingmen City, Hubei Province, People s Republic of China Thermal Ceramics 10 Old Savannah Rd Augusta GA United States of America (USA) Morgan Thermal Ceramics Korea 1-31 Bookdong Non Gong Eup Dal Sung-Gun, Dae Gui-Shi, Korea Morgan Thermal Ceramics China 18, Kang an Road Kangqiao Industrial Zone Pudong Shanghai People s Republic of China Gruppo Industrial Morgan S.A. De C.V, Cerrada La Paz No 101 Fraccionamiento Industrio la Paz Pachuca Hidalgo 409 Mexico Murugappa Morgan Thermal Ceramics Ltd. No. 6 & 7, SIPCOT Ranipet Tamil Nadu India

3 LR Telephone Fax of 15 5 November 014 Lloyd's Register EMEA Marine Technology and Engineering Services, London Office Martin Farrier Lead Specialist Statutory Fire & Safety Marine Technology and Engineering Services Supplementary Type Approval Terms and Conditions This certificate and Design Appraisal Document relates to type approval, it certifies that the prototype(s) of the product(s) referred to herein has/have been found to meet the applicable design criteria for the use specified herein, it does not mean or imply approval for any other use, nor approval of any products designed or manufactured otherwise than in strict conformity with the said prototype(s).

4 Telephone Fax of 15 5 November 014 Appendix 1 Minimum thickness (mm) of FIREMASTER MARINE PLUS BLANKET (18kg/m³ density) applied to a structural steel I-Section necessary to restrict the mean temperature rise of the steel cores to the specified temperature ( o C) at 30 minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where Hp is the perimeter of the cross-section of the element exposed to the fire in metres (m); and A is the area of the element in square metres. Structural Minimum thickness (mm) at Design Temperature ( C) Element Hp/A (m -1 )

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6 Telephone Fax of 15 5 November 014 Appendix Minimum thickness (mm) of FIREMASTER MARINE PLUS BLANKET (18kg/m³ density) applied to a structural steel I-Section necessary to restrict the mean temperature rise of the steel cores to the specified temperature ( o C) at 60 minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where Hp is the perimeter of the cross-section of the element exposed to the fire in metres (m); and A is the area of the element in square metres. Structural Minimum thickness (mm) at Design Temperature ( C) Element Hp/A (m -1 )

7 Telephone Fax of 15 5 November Appendix 3

8 Telephone Fax of 15 5 November 014 Minimum thickness (mm) of FIREMASTER MARINE PLUS BLANKET (18kg/m³ density) applied to a structural steel I-Section necessary to restrict the mean temperature rise of the steel cores to the specified temperature ( o C) at 90 minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where Hp is the perimeter of the cross-section of the element exposed to the fire in metres (m); and A is the area of the element in square metres. Structural Minimum thickness (mm) at Design Temperature ( C) Element Hp/A (m -1 )

9 Telephone Fax of 15 5 November Appendix 4

10 Telephone Fax of 15 5 November 014 Minimum thickness (mm) of FIREMASTER MARINE PLUS BLANKET (18kg/m³ density) applied to a structural steel I-Section necessary to restrict the mean temperature rise of the steel cores to the specified temperature ( o C) at 10 minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where Hp is the perimeter of the cross-section of the element exposed to the fire in metres (m); and A is the area of the element in square metres. Structural Minimum thickness (mm) at Design Temperature ( C) Element Hp/A (m -1 )

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12 Telephone Fax of 15 5 November 014 Appendix 5 Minimum thickness (mm) of FIREMASTER MARINE PLUS BLANKET (18kg/m³ density) applied to a structural steel I-Section necessary to restrict the mean temperature rise of the steel cores to the specified temperature ( o C) at 180 minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where Hp is the perimeter of the cross-section of the element exposed to the fire in metres (m); and A is the area of the element in square metres. Structural Minimum thickness (mm) at Design Temperature ( C) Element Hp/A (m -1 )

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14 Telephone Fax of 15 5 November 014 Appendix 6 Minimum thickness (mm) of FIREMASTER MARINE PLUS BLANKET (18kg/m³ density) applied to a structural steel I-Section necessary to restrict the mean temperature rise of the steel cores to the specified temperature ( o C) at 40 minutes, as a function of the cross sectional area and shape of the structural element represented by the Hp/A value. Where Hp is the perimeter of the cross-section of the element exposed to the fire in metres (m); and A is the area of the element in square metres. Structural Minimum thickness (mm) at Design Temperature ( C) Element Hp/A (m -1 )

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