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General Purpose Cement
General Purpose Cement
General Purpose Cement is a cost effective, high quality building
material. The level of consistency and versatility of GP cement makes it
an ideal choice in virtually all construction applications.
Our General Purpose Cement complies with the Type GP requirements specified in
Australian Standard AS3972 General purpose and blended Cements.
Benefits of General Purpose Cement
• High versatility allowing use in a wide variety of concrete applications
• Compatible with most admixtures and supplementary cementitious materials
Product applications for General Purpose Cement
General Purpose Cement is ideal for a wide range of applications including:
• Domestic construction such as concrete slabs, driveways and footpaths
• Structural concrete such as pre-stressed slabs, columns and tilt-up walls
• Pavers, blocks, panels and pipes
• Mining applications
• Major engineering and civil projects requiring cement of high quality and
consistency
• Specialty formulations such as adhesives, renders, mortars and grouts
General Purpose Cement - an ideal choice
in virtually all construction applications.
Where specific properties such as rapid setting or high early
strength are required a special purpose cement should be
considered.
GP Cement Properties
The following table details the relevant specified requirements
of AS3972 and the indicative values achieved.
Compatibilities
General Purpose Cement is compatible with:
• Admixtures that comply with AS 1478 – Chemical
Admixtures for Concrete.
• Fly ashes complying with AS 3582.1 – Supplementary
Cementitious Materials for Use with Portland cement: Fly ash.
• Ground granulated blast furnace slags complying with
AS3582.2 - Supplementary cementitious materials for
use with Portland cement: Slag - ground granulated
Iron blast-furnace.
• Amorphous Silica complying with AS3582.3 - Supplementary
cementitious materials for use with Portland cement:
Amorphous silica.
• Other cements complying with AS3972 - Portland and
blended cements.
Caution: Type GP Cement must not be mixed with high
alumina cement as this may result in uncontrollable expansion
and setting times.
Mix Design
The proportioning of constituent materials in a concrete mix
is a complicated matter which can be influenced by many
factors. We recommend that trials be conducted with the
available materials, to ascertain optimum cement contents for
specific classes of concrete. For further guidance on this issue
please refer to AS1379 – The specification and manufacture
of concrete and AS3600 – Concrete structures.
Concrete Properties
Compressive Strength Development
Strength development in Portland cement concrete is affected
by a number of factors such as the physical and chemical
properties of the cement, water to cement ratio, admixtures,
curing and environmental conditions. The following graph
depicts the indicative compressive strength development of
Type GP concrete over time.
Concrete Compressive Strength Development
Effect of Excess Water Addition on Concrete
Compressive Strength
All testing is conducted in accordance with the relevant Australian Standard test
methods, at a NATA registered laboratory.
Design Water +10 L/m3
+20 L/m3
+30 L/m3
24 MPa
20 MPa
16 MPa
12 MPa
8 MPa
4MPa
Loss of Strength
Water
Maturity
%of28daycompressivestrength
3 Days 7 Days 28 Days
100
80
60
40
20
0
Property
AS3972 - 2010
Type GP
Indicative
GP
Setting Time
Min 45min 60-150 min
Max 6 hrs 2.0 - 3.5 hrs
Soundness Max 5 mm < 3mm
SO3 Max 3.50% < 2.9%
ISO Mortar
Compressive
Strength
3 Day (min) – 30-42 MPa
7 Day (min) 35 MPa 43-54 MPa
28 Day (min) 45 MPa 54-65 MPa
Cement Australia Pty Limited
ABN 99 001 085 561
12 Station Avenue
Darra Queensland 4076
Tel: 1300 CEMENT (1300 236 368)
www.cementaustralia.com.au
Storage, Handling and Safety
The 'shelf life' of Portland cement products is dependent on the storage conditions. It is recommended that Portland cement products be re-tested
prior to use if the age of the cement exceeds three months.
Portland cement products are highly alkaline materials and are significantly affected by exposure to water. Full Safety, Storage, Handling and Disposal
information is available in the specific product Material Safety Data Sheet available on www.cemaust.com.au
Product Disclaimer
The information contained in this sheet is for general guidance only and should not be relied upon in specific instances. Cement performance
results quoted are indicative as cement performance can be heavily influenced be a wide range of factors beyond our control. Users should
rely on professional advice according to their particular circumstances. To the extent permissible by law Cement Australia will not be liable for any
losses due to reliance on the information in this sheet or for losses due to the misuse of its products.
Curing
A minimum curing period of seven days is recommended for
all exposure classifications. Concrete should be maintained in
a continually moist condition wherever practical during this
time. Water sprays, wet sand or moisture retaining
techniques, such as clear polyethylene sheets or curing
compounds are recommended. Curing should begin upon
the completion of surface finishing or in accordance with
manufacturers instructions where proprietary curing
compounds are used.
For normal class concrete, curing can produce a compressive
strength up to 100% greater than concrete not subjected to
curing. Water application or moisture retaining curing is more
effective for lower grades of concrete. Curing will also
beneficially affect other concrete properties including:
• Reduction in the potential for plastic cracking.
• Improvements in surface quality, durability and
impermeability.
• Improvement in abrasion resistance.
• Reduction in the carbonation rate.
Mortar/Render Mix Proportions
General Purpose Cement is suitable for use in brick mortars
and wall renders. The following table gives a guide to the
proportions (by volume) to be used (Note: This information
is a guide only, specific advice for your project should be
obtained for the materials you are using.)
Admixtures such as air entrainers, thickening agents or
plasticisers can be used but should always be used in
accordance with the manufacturers recommendations.
For further information
Please contact Cement Australia’s Customer
Support Services:
Tel: 1300 236 368
Fax: 1800 236 329
Email: 1300cement@cemaust.com.au
Material Type GP Sand Lime
High Durability
Mortar (eg
retaining walls)
1 3 0 - 0.25
Maximum Bond
Mortar (eg
structural
brickwork)
1 4.5 0.5
General Purpose
Mortar
1 6 1
Wall Render 1 3 0
CA0623 GPC Revision 2 18/03/2011

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Cement Australia - General Purpose Cement Data Sheet

  • 2. General Purpose Cement General Purpose Cement is a cost effective, high quality building material. The level of consistency and versatility of GP cement makes it an ideal choice in virtually all construction applications. Our General Purpose Cement complies with the Type GP requirements specified in Australian Standard AS3972 General purpose and blended Cements. Benefits of General Purpose Cement • High versatility allowing use in a wide variety of concrete applications • Compatible with most admixtures and supplementary cementitious materials Product applications for General Purpose Cement General Purpose Cement is ideal for a wide range of applications including: • Domestic construction such as concrete slabs, driveways and footpaths • Structural concrete such as pre-stressed slabs, columns and tilt-up walls • Pavers, blocks, panels and pipes • Mining applications • Major engineering and civil projects requiring cement of high quality and consistency • Specialty formulations such as adhesives, renders, mortars and grouts
  • 3. General Purpose Cement - an ideal choice in virtually all construction applications. Where specific properties such as rapid setting or high early strength are required a special purpose cement should be considered. GP Cement Properties The following table details the relevant specified requirements of AS3972 and the indicative values achieved. Compatibilities General Purpose Cement is compatible with: • Admixtures that comply with AS 1478 – Chemical Admixtures for Concrete. • Fly ashes complying with AS 3582.1 – Supplementary Cementitious Materials for Use with Portland cement: Fly ash. • Ground granulated blast furnace slags complying with AS3582.2 - Supplementary cementitious materials for use with Portland cement: Slag - ground granulated Iron blast-furnace. • Amorphous Silica complying with AS3582.3 - Supplementary cementitious materials for use with Portland cement: Amorphous silica. • Other cements complying with AS3972 - Portland and blended cements. Caution: Type GP Cement must not be mixed with high alumina cement as this may result in uncontrollable expansion and setting times. Mix Design The proportioning of constituent materials in a concrete mix is a complicated matter which can be influenced by many factors. We recommend that trials be conducted with the available materials, to ascertain optimum cement contents for specific classes of concrete. For further guidance on this issue please refer to AS1379 – The specification and manufacture of concrete and AS3600 – Concrete structures. Concrete Properties Compressive Strength Development Strength development in Portland cement concrete is affected by a number of factors such as the physical and chemical properties of the cement, water to cement ratio, admixtures, curing and environmental conditions. The following graph depicts the indicative compressive strength development of Type GP concrete over time. Concrete Compressive Strength Development Effect of Excess Water Addition on Concrete Compressive Strength All testing is conducted in accordance with the relevant Australian Standard test methods, at a NATA registered laboratory. Design Water +10 L/m3 +20 L/m3 +30 L/m3 24 MPa 20 MPa 16 MPa 12 MPa 8 MPa 4MPa Loss of Strength Water Maturity %of28daycompressivestrength 3 Days 7 Days 28 Days 100 80 60 40 20 0 Property AS3972 - 2010 Type GP Indicative GP Setting Time Min 45min 60-150 min Max 6 hrs 2.0 - 3.5 hrs Soundness Max 5 mm < 3mm SO3 Max 3.50% < 2.9% ISO Mortar Compressive Strength 3 Day (min) – 30-42 MPa 7 Day (min) 35 MPa 43-54 MPa 28 Day (min) 45 MPa 54-65 MPa
  • 4. Cement Australia Pty Limited ABN 99 001 085 561 12 Station Avenue Darra Queensland 4076 Tel: 1300 CEMENT (1300 236 368) www.cementaustralia.com.au Storage, Handling and Safety The 'shelf life' of Portland cement products is dependent on the storage conditions. It is recommended that Portland cement products be re-tested prior to use if the age of the cement exceeds three months. Portland cement products are highly alkaline materials and are significantly affected by exposure to water. Full Safety, Storage, Handling and Disposal information is available in the specific product Material Safety Data Sheet available on www.cemaust.com.au Product Disclaimer The information contained in this sheet is for general guidance only and should not be relied upon in specific instances. Cement performance results quoted are indicative as cement performance can be heavily influenced be a wide range of factors beyond our control. Users should rely on professional advice according to their particular circumstances. To the extent permissible by law Cement Australia will not be liable for any losses due to reliance on the information in this sheet or for losses due to the misuse of its products. Curing A minimum curing period of seven days is recommended for all exposure classifications. Concrete should be maintained in a continually moist condition wherever practical during this time. Water sprays, wet sand or moisture retaining techniques, such as clear polyethylene sheets or curing compounds are recommended. Curing should begin upon the completion of surface finishing or in accordance with manufacturers instructions where proprietary curing compounds are used. For normal class concrete, curing can produce a compressive strength up to 100% greater than concrete not subjected to curing. Water application or moisture retaining curing is more effective for lower grades of concrete. Curing will also beneficially affect other concrete properties including: • Reduction in the potential for plastic cracking. • Improvements in surface quality, durability and impermeability. • Improvement in abrasion resistance. • Reduction in the carbonation rate. Mortar/Render Mix Proportions General Purpose Cement is suitable for use in brick mortars and wall renders. The following table gives a guide to the proportions (by volume) to be used (Note: This information is a guide only, specific advice for your project should be obtained for the materials you are using.) Admixtures such as air entrainers, thickening agents or plasticisers can be used but should always be used in accordance with the manufacturers recommendations. For further information Please contact Cement Australia’s Customer Support Services: Tel: 1300 236 368 Fax: 1800 236 329 Email: 1300cement@cemaust.com.au Material Type GP Sand Lime High Durability Mortar (eg retaining walls) 1 3 0 - 0.25 Maximum Bond Mortar (eg structural brickwork) 1 4.5 0.5 General Purpose Mortar 1 6 1 Wall Render 1 3 0 CA0623 GPC Revision 2 18/03/2011