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ConCore 2000

Tate's ConCore® 2000 raised access floor panel is intended for data centres with a light total load requirement and is engineered to meet Tate Standards per CISCA testing methods.
KAF_Leadenhall_Building_London_3_UK_Credit_theleadenhallbuilding.com

Features of Concore 2000

  • Panel weight : 50kg/m² bare.
  • All steel welded construction filled internally with a cementitious core material.
  • Protected from corrosion by a powder paint finish.
  • Class A flame spread rating.
  • Non-combustible material.

ConCore 2000

ConCore 2000 Datasheet

Product Information

Understructure
Design Loads
Minimum Ultimate Loads
Safety Factor
Rolling Loads
10,000 passes
Impact loads
Bolted Stringer

Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

*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. 

8.9kN


Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

*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. 

Static loads- 17.8kN
 

Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

*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. 

(min 2.0) PASS

Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

*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. 

10 passes - 6.7 kN
 

Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

*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. 

6.7 kN

Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

*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. 

0.8kN

Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

*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. 

Product Resources & Downloads

Technical Documents
Finish Options
Understructure Options
Download our Brochure

ConCore 2000 Datasheet

ConCore 2000 Specification

ConCore Detail (PDF)

ConCore Detail (CAD)

ConCore Panel BIM

ConCore Families BIM

Learn More
Commercial & Data Centre Product Solutions Guide

Tate Product Solutions Guide

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