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The ConCore® 1500

Tate's ConCore® 1500 raised access floor panel is intended for data centres and is engineered to meet Tate Standards per CISCA testing methods.

KAF_Leadenhall_Building_London_3_UK_Credit_theleadenhallbuilding.com

Features of Concore 1500

  • Panel weight : 44kg/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 1500

ConCore 1500 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. 

6.7kN

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 - 13.6kN
 

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) 5.6kN

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. 

4.47kN
 

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. 

0.6kN

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. 

System Performance

Tate Standards to CISCA Testing Methods

System Performance Criteria (Tested on Actual Understructure*)

      Static Loads   Rolling Loads    
Panel Understructure Design Loads1 Minimum
Ultimate Loads
Safety Factor
(min 2.0)2
10 Passes 10,000 Passes Impact Loads
ConCore 1500 Bolted Stringer 6.7kN 13.3kN PASS 5.6kN 4.47kN 0.6kN

*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 1500 Datasheet

ConCore 1500 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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