| Air entrained mortars |
Mortar mixes made up with a chemical that tends to
entrain microscopic air bubbles within mix |
| Superplasticisers |
An admixture which when added to a cement based mix
drastically reduces water demand for a given slump |
| Shotcreting |
The spray application of wet mixed sand, cement, aggregate
etc mixes |
| Guniting |
The spray application of usually cement based dry
mixes pneumatically conveyed with a metered volume of
water applied at the nozzle. |
| Slab Jacking |
The injection of a grout to the underside of concrete
floors through injection holes drilled through floor. |
| Key Coat |
The spray application of a high strength adhesive
mix to surfaces to improve adhesion for subsequent coatings. |
| Rebound |
In the context of mortar spray application, rebound
being that product that does not adhere to the surface
but rebounds and is lost on the floor. |
| Overspray |
In the context of mortar spray application overspray
is the coating of a surface adjacent to the desired
application area. |
| Palm Test |
With palm facing upwards and fingers apart –
immerse hand into mixed mortar – raise hand slowly
– the wetter the mix the more knuckles exposed.
Typically suitable mixes are those that expose 1½
knuckles. |
| Squeeze Test |
Ideally carried out after a satisfactory Palm Test.
Place hand into mix, palm facing downwards and totally
immersed. Make a very quick fist and remove from mix.
Open hand and observe the volume of the remaining sand.
The more sand the more difficult it is to pump. Typically
about 5 mils of sand remaining indicates a satisfactory
pumping mix.
NOTE 1: For mixes using large sand grades more than
5 mils could be OK.
NOTE 2: The use of both the Squeeze and Palm Tests and
with experience ensures a very reliable and quick product
assessment, thus saving many downstream problems. |
| Typical Cement Render mix |
- 100 Litres of washed plasterers sand;
- 40KG Blended cement (75% OPC plus 25% flyash or
blast furnace slag);
- 12KG Lime;
- Water;
- Pumping aid
|
| Typical Block Filling mix |
- 100 Litres river sand;
- 20 Litres Pit sand (usually unwashed fine sand
having a high clay content);
- 40KG Blended cement;
- Water;
- Pumping aid
NOTE: Since block fill mixes may need to be load bearing
it is advisable to carry out compressive tests to ensure
that specifications are met. |
| Foamed Mortars |
The production and introduction of a foam into a mortar
for either weight reduction, heat resistance or to enhance
the finishing process. |
| Proportional Foam Generation |
The generation, introduction and mixing of foam within
a product flow line in such a manner as to achieve the
desired SG regardless of variation of product flow rate. |
| Artificial Rock |
Shapes generated by the application of mortar over
a sandwiched hessian and wire mesh, typically mounted
on a suitable steel frame. |
| C.C.C. System (Condor Composite Construction) |
The erection of roll-formed steel frame – hessian
attached and then sprayed to say 3mm thick. Hessian
goes into tension thus a perfectly straight panel, ready
for subsequent build up.
No licensing required- more detailed procedure available
on request. |
| Mortar mixing concepts |
- Barrel or Tumble mixer
- Low torque and horsepower requirement
- poor quality mixing
- Paddle type
- High torque and horsepower requirement
- fair quality mixing
- Horizontal scroll type
- Medium torque and horsepower requirement
- good quality mixing
|
| Pumping concepts |
- Worm and stator (progressive cavity type)
- pulsation free output
- subject to excessive wear rate
- low pressure capability
- most sensitive to mix design errors
- cannot run dry
- can not pump air
- reversible
- Piston type
- pulsating output (subject to design criteria)
- low wear rate
- high pressure capability
- sensitive to mix deign errors
- can run dry
- can not pump air
- not reversible
- Peristaltic type
- Pulsating output
- medium wear rate
- medium pressure capability
- less sensitive to mix deign errors
- can run dry
- can generally pump air
- reversible
- Peristaltic pulsation compensated design
- Pulsation free output
- medium wear rate
- medium pressure capability
- least sensitive to mix deign errors
- can run dry
- can pump air
- reversible
NB – All condor pumping equipments utilise concept
“4.” |
| Mortar flow – helpful hints |
Avoid sudden diameter change in material line fittings
Where diameter change is required, utilise a taper of
10 degrees maximum. Avoid sharp bends Use a recognised
pumping aid. |
| Cleaning material lines |
Use wet paper (form as a ball) rather than foam ball
to scour lines. A major blockage could occur- paper
will dissolve with water and may be allowed to go to
waste. |
| Pumping startup procedure |
Apply about 30 mils liquid detergent to 30 litres
water and pump through lines, then clear lines of water
prior to pumping product. Avoids the need for disposal
of traditional slurry.
Did you know - That adding sugar to a cement based mix
retards setting time - handy for any major problems
that may occur (0.04% sugar to cement by weight retards
mix for at least 3 hours).
|
| Lime preparation for cement rendering |
Half fill a 200 litre drum with water - add 60kg
lime and fill drum. Use within mix instead of the usual
water. Less dust – better application far better
pumping properties less shrinkage cracking and a far
better resultant finish. |
| Colour oxide dosage |
Dissolve a calculated amount in a fixed volume of
water. Use a determined volume of “water”
per mix. Overcomes variables that typically occur when
using powder direct. |
| High alumina cements mixed with OPC |
The addition of high alumina cements with OPC (Ordinary
Portland Cement) can dramatically accelerate setting
time – always do small sample tests of varying
ratios to establish job suitability.
Note: Set time varies with ratio as also with temperature-
use extreme caution as you approach ten percent of high
alumina cement v/s OPC |
Our policy is to assist companies in building
their own expertise - we are not in the business of technology-licensing.
All support is based on public domain technology,
excepting where client confidential product or process becomes
part of our company’s developmental brief.