
Technical Specifications
Fibre Steel Manufacture
Cellate has three manufacturing facilities which are located in Sydney, Dubai and Singapore and produce Enlarged End (EE) Steel Fibres for the world market. Cellate currently produces EE Steel Fibres for its construction projects and clients. Each facility is modern, well-equipped to optimise production, and operates to ISO 9001 standards.
​
We produce a variety of fibres for various applications;
Steel Fibre Reinforcement: EE 186, EE 184 EE 256 HR.
Specifications
Material: Cut from continuous High tensile, full hard coils, enlarged ends (deformed ends).
Conformance: ASTM A 820/A 820M, Type II.
Fire Classification: UL Report File No. R14701 (N)
Tensile Strength: Minimum 850 - 1200 MPa
Approvals
Canadian National Research Lab. Montreal
ICI Research Laboratory, Sydney, NSW Australia
Experimental Housing Laboratory Sydney, Australia
International Seismic Effects, Sendai, JS 4 Japan
BHP Mining Group Laboratory, Melbourne
Institute of Engineering and Structural Mechanics & Laboratory for Engineering Informatics University of Sydney, NSW Australia
Australian, British, Dutch, Saudi Arabia, Singapore Ministry of Defence
Cellate conforms to all BS, AS, ASTM, JS and European standards.
​​
Standards used in the construction of Cellate panels are:
Portland cement: BS12-1978
Pre-stressing strand BS5896-1980
Aggregate BS812 1:2:3/BS882
Admixtures BS 5075 1:2:3
Inner core BS 3241
Fibre steel EE 184, 186, 252, 80HRB and minimum tensile strength of 800mPa
Cellate products are used and approved in: Europe, Canada, Oman, UAE, Bahrain, Saudi Arabia, Australia, Indonesia, Malaysia, Philippines, Japan, Turkey, Singapore, Tanzania, Cuba, West Indies.​​
Strength & Seismic Loading
Cellate is the only product that qualifies for seismic loading.
Cellate homes can withstand 9 on the Richter scale of Quacke stress and 10 mt high Ocean Waves.
​
SFRC 35mm slab under load testing sample was cast at Singapore Armed Forces University on 12th February 2013 and tested 15th February 2013 and exhibited Favourable flexural strength of 38mPa without failure.