Tate Access Floor Panel, ConCore, 2500/3000, HPL
Tate Access Floor Panel, ConCore, 2500/3000, HPL solid panels are filled with lightweight cement and rated for static design loads of 2500lbs. Fits bolted stringer understructures and is factory-laminated with a high-pressure laminate finish.
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Tate Access Floor Panel, ConCore, 2500/3000, HPL are epoxy coated unitized shells consisting of a flat steel top sheet welded to a formed steel bottom pan filled with a highly controlled mixture of lightweight cement. Manufactured to exacting tolerances, these non-combustible, rigid, solid panels deliver the ultimate in strength, durability, and acoustic performance. ConCore panels are suitable for almost any application and are factory laminated with HPL. Tate's ConCore 2500/3000 raised access floor panels are intended for commercial applications with a heavy total load requirement and is engineered to meet Tate Standards per CISCA testing methods.
Key Performance Characteristics
- Panel weight: 11.5 lbs/ft² bare
- All steel welded construction
- Filled internally with a cementitious core material
- Protected from corrosion by an epoxy paint finish
- Class A flame spread rating
- Non-combustible material
Tate Standards to CISCA Testing Methods. System Performance Criteria (Tested on Actual Understructure*)
|System Type||System Weight (lbs/ft2)||Static Loads||Rolling Loads||Impact Loads|
|10 Passes||10,000 Passes|
|Bolted Stringer||13.0 lbs / ft²||2500 lbs||5000 lbs||PASS||2000 lbs||2000 lbs||200 lbs|
|13.5 lbs / ft²||3000 lbs||6000 lbs||PASS||2700 lbs||2400 lbs||300 lbs|
*All tests are performed using CISCA's Recommended Test Procedures for Access Floors with the exception of Design Load.
- System Design Load is based on a permanent set ≤ 0.010” and is verified by loading panels in accordance with the CISCA concentrated load method but with panels installed on actual understructure instead of steel blocks. (Testing on blocks does not represent the performance of an actual installation.) Ultimate, Rolling, and Impact Load tests are performed using CISCA Test Procedures.
- Safety Factor is Ultimate Load divided by Design Load.