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JOE Green Concrete Panel Specification
JOE Green Concrete Panel Performances and Test Report
JOE Green Concrete Panel Specification

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REQUIREMENT  JOE GREEN CONCRETE PANEL
Country of Origin Manufacturer Singapore
Recycled / Waste Material Used

30% Recycle Concrete Aggregates (RCAs) from demolition buildings and balance waste from the project sites

Panel Dimension and Design

Width: 600mm.  

Thickness: 100mm, 90mm and 70mm. 

Length/Height with Wire: Max 5.2 m (100mm), Max 4.79 m (90mm), Max 4.65 m (70mm). 

Reinforcement Tensile Wire: 3mm Diameter, 600 MPa.

Recess Design: Depth 3mm; Width 40mm. 

Weight (Thickness) / Density 2,000 Kg Per Meter Cube 

 3 Meter Length: 224 Kg (100mm) /  212 Kg (90mm) /  191 Kg (70mm).

Meter Square   : 124 Kg (100mm) / 118 Kg (90mm) /  106  Kg (70mm).

Surface Appearance Solid Compact (Non-Porous), Flat and Smooth Surface
Sound Insulation ASTM – E90 (Thickness) with Skim Coat 4mm 100mm: 46 STC ;  90mm: 44 STC ;  70mm: 42 STC 

Thermal ASTM C 518 Conductivity with Skim Coat  0.66 (W/moK) and Resistance 0.14 (m²/KW)
Non-Combustibility S476 : Pt 4 Non-combustible

Fire Rating BS 476 : Part 22 : 1987 

(70mm/90mm/100mm Thickness)


70mm: Integrity:   68 Minutes;  Insulation:  60 Minutes;    Deflection: 105mm @   68 Minutes.

90mm: Integrity: 132 Minutes;  Insulation:  71 Minutes;    Deflection:   44mm @ 120 Minutes.

100mm: Integrity: 260 Minutes;  Insulation:  78 Minutes/155 Minutes**;  Deflection :   17mm @  240Minutes.

Note: ** Filled up the hollow with the same materials.


Compressive Strength BS EN 772

100mm: 47 N/mm2,  90mm: 30 N/mm2,  70mm: 25.9 N/mm2


Bending Strength AAC 2.5:1992/BS EN 772:Part 6:2000

90mm: 9.5 N/mm2.

70mm: 7.3 N/mm2 .


Water Absorption SS 271 : 1983


Setsco Lab:  21.5 (g/m2 x sec0.5).  

CPG Lab: 

24 hrs Immersion,  should NOT Exceed 23.5%a; (70mm): 6.70%;  (90mm): 7.50%. 

Drying Shrinkage, should NOT Exceed 0.090%; (70mm): 0.075%; (90mm): 0.086%. 


Impact Tests SS 492 : 2001 / BS 5234 Heavy Weight Anchorage Wash Basin 1500 (N) and Wall Cupboard 4000 (N).
Horizontal Load / Crowd Pressure:
a. Deflection 0 (mm)
b. Residual Deflection -0.04 (mm)



Joint Treatment
Thin Joint Mortar for Tongue & Groove and Non-Shrink Grout for Beam and Slab. Using Fiber/Wire Mesh on Recess Area and flush it with Cement Mortar
Type of Fastener Insertion of T10 Dowel Bar (100mm depth) into Column, Beam/Soffit and Slab with Non-Shrink Grout
On-Site Installation Of Concealed Wiring, Ducting & Pipe Work Minimum opening for all Wires and Pipes slotted into the hollow
Applied Finished : Tiling, Granite, Marble Good bonding for Tiles, Granite and Marble (Also Applicable for Texture Coating)
Flexibility Of Relocation Subjected to site condition and installation method

 

 

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