Laminate Access Floor Panels

Laminate HPL access floor 1500

What is Laminate HPL access floor 1500? 

Laminate HPL acces floor 1500 is a significant high resistance to fire and loads as well as its acoustic absorption level and inalterability under moisture guarantee its suitability for all kind of areas of use. the cncentrate load is 1500 lbs by CISCA standard. the fire resistance aslo require the fire test(A1-s1 under UNE EN13501).

laminate access floor 1500.jpg

About Changzhou Huiya Decoration Materials Co.,Ltd

changzhou huiya decoration materials co.,ltd is an access floor(raised floor) manufacturer in china, it is also the group member of CNSME. we corprarte with the cnsme and provide anti-static acces floor with high pressure laminate(HPL) with differernt colour. customer can buy access floor as thier customized requirements.  


  Key Performance Characteristics

  Panel weight : 9 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.

  System Performance

  Tate Standards to CISCA Testing Methods

  System Performance Criteria (Tested on Actual Understructure*)

System TypeSystem Weight (lbs/ft2)Static LoadsRolling LoadsImpact Loads
PanelUnderstructureDesign Loads1Minimum
Ultimate Loads
Safety Factor
(min 2.0)2
10 Passes10,000 Passes
Laminate HPL access floor 1500Posilock9 lbs/ft21500 lbs3000 lbsPASS1250 lbs1000 lbs150 lbs
Bolted Stringer10.5 lbs/ft21500 lbs3000 lbsPASS1250 lbs1000 lbs150 lbs

*All tests are performed using CISCA's Recommended Test Procedures for Access Floors with the exception of Design Load

1. System Design Load is based on 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 performance of an actual installation.) Ultimate, Rolling, and Impact Load tests are performed using CISCA Test Procedures.
2. Safety Factor is Ultimate Load divided by Design Load.