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Table 7: Recommended quality control checks – (continued)

In document Labour Productivity Standards (Page 126-129)

Item Property to be checked Test Frequency Notes

2. Materials

Material acceptance

Bulk density and voids SANS 5845 When changes noted or Information used in design content every 50 to 150 m3 of mixes or calculations of

yield of mixes. Voids content used as a control check on quality of blended aggregates

Bulking of sand SANS 5856 When moisture content of Required for adjusting sand changes significantly volumes of sand in batching Pigments Type Visual check on containers When delivered

and/or delivery note Batching

General That correct materials and Visual check materials. Daily and when new mix correct mix proportions used Check mix proportions proportions specified

Cement By mass With 50 kg bags no test Daily A split bag of 25 kg parts required. Check load scale can be measured by equal

accuracy volumes

By volume Check container volume When container first used Note: Different types of that allowance made for or when type of cement cement bulk differently. bulking changed Volume batching of cement

is poor practice Aggregates By mass Check moisture content of Daily

sand and adjust mass

By volume Check container size. Check When first used. When Establish by experiment a allowance for bulking significant moisture changes sand bulking versus

occur moisture content curve for each sand.

Admixture By volume Check dispensing apparatus When first used. set correctly Daily

Pigments By mass Check correct mass Daily Normally pigments pre- weighed and placed in container for subsequent introduction into the mix By volume Check container size When first used

Low density aggre- Soundness (pop-outs) Refer to SANS 794 and When pop-outs noted and Test required when clinker, gates such as clinker SAN 1215 then twice per month ash and similar waste

products used Sulphur trioxide Refer to SANS 794 Once per month or when

problems noted

Loss on ignition Refer to SANS 794 Once per month or when problems noted

Water addition Water content Visual assessment by Each mix made Various aids can be used by operator of concrete operator in visually judging workability and amount of water required, i.e. hand water required and bar tests

Reinforcement Type, size and not Measurement and visual When used Check dimensions if contaminated examination reinforcement bent, i.e.

Table 7: Recommended quality control checks – (continued)

Item Property to be checked Test Frequency Notes

2. Materials

Mixing

Materials to be used Visual check that all Daily ingredients of correct type and mixer not overloaded

Uniformity of mix Visual Frequently Particularly important with hand mixing

Cleanliness of mixer Visual Daily or when break in With hand mixing ensure mixing surface on which ingredients

mixed is clean

Adjustment of scrapers, etc. By measurement Daily Important in pan mixers to in mixer (if present) for prevent segregation of wear and correct adjustment ingredients

Order of introduction of Visual Daily Order of batching to be

mix ingredients determined by experience.

Pre-mixing absorbent aggregates such as clinker with water to be considered Mix consistence Visual Each mix If consistence viz workability,

plasticity, etc. not correct immediately investigate reason

Duration of mixing Check time of mixing from Frequently Minimum and maximum time all water and cement mixing times to be given to are in contact, to discharge mixer operator

Re-tempering Visual When mixing time extended, Operator to be advised on loss of workability and extra maximum amount of water water added. that can be added

Discharge Visual to ensure complete After each mix Ensure no build-up of mortar discharge or concrete in the mixer Precast concrete products (refer also to general comments)

Mould Correct type, dimensions, Visual and by measurement At beginning of casting and Check moulds for wear and accuracy and undamaged afterwards at frequent damage

intervals

Preparation for casting Visual Frequently Check use of mould release oil. Rubber moulds do not require a release agent Reinforcement Correct type, diameter and Measurement Frequently Check against drawings

bending dimensions

Table 7: Recommended quality control checks – (continued)

Item Property to be checked Test Frequency Notes

2. Materials

Concrete masonry units (refer also to general comments)

Mould Correct type, dimensions, Visual and by measurement Regular checks on growth Dimensional tolerances to accuracy and undamaged of unit sizes SANS 1215

Relationship between plan Visual and by measurement When excessive amount of Also applies to small dimensions of moulds and concrete extruded between machines hand operated tamper head tamper head and mould

Machine operation Functioning of machine By observation of how When problems noted With single block moulds equipment operates ensure proper compaction

of concrete in mould Distribution of concrete into Measure heights and mass On introduction of new Non-uniform distribution of mould box of fresh units over total moulds, and/or concrete concrete in moulds requires

mould area mix, at frequent intervals special attention

Primary and secondary Check duration of vibration Frequent intervals The degree of compaction

vibration times of units by vibration

significantly affects strength of units and productivity. With hand compaction ensure unit well tamped to required height

Surface appearance on Visual Frequently Check presence of water extrusion from mould that sheen on face of unit, units not damaged or concrete sticking to tamper

distorted head on extrusion,

uniformity of texture, colour and compaction

Height of unit By measurement Frequently Weighing unit at same time as height measured gives an assessment of the

distribution of concrete in moulds and uniformity of compaction

Splitting of units to Visual appearance Visual together with When significant variations For consistent surface give a ‘rock face’ compressive strength tests in surface texture noted texture compressive

strength of units should be in an agreed range General comments: precast concrete and concrete masonry units

Moulds, pallets and Condition of moulds, pallets Visual Frequently Maintain moulds and pallets. working area and concrete surface on Keep working surfaces free

which operations take place from debris, etc. Handling Damage, if any, in de- Visual Frequently Products should be stored

moulding, or depalletising, and stacked on hard, plane transporting and stacking and unyielding surfaces

which drain.

Curing Protection of fresh products/ Visual Ongoing Extent and types of curing to units and curing (duration suit local requirements and and temperature) products / units being made Storage Marking of stacks for Acceptance and control Ongoing Allow for products / units

subsequent identification, testing not complying with required testing and clearance for standards to be stacked

delivery separately for subsequent

management decision on their disposal

3. Testing

Ideally all products made should be tested regularly for compliance with requirements such as strength, etc. and the production process monitored to ensure that products are not over or under strength, i.e. that the manufacturing process is not wasteful, viz. too much cement being used mainly or products condemned for say inadequate strength. There should be a continuous process of assessing the quality of products made and modifying the process to give best and most economical production.

If testing is impractical or unaffordable, products should be continually assessed for dimensional accuracy, surface finishes and whether corners and edges damaged on de-moulding or when transported, stacked and delivered to site. Reports back from site on satisfactory or

Table 8 provides some insights into the employment potential of precasting operations of a typical medium-sized manufacturer.

Figure 4: Simple site guides to quality in the

In document Labour Productivity Standards (Page 126-129)