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21 PLAN how to place the concrete
PREPARE the ground
FIX the edge formwork
INSTALL service pipes
LAY concrete underlay
FIX steel reinforcement in the beams
FIX steel reinforcement in the slabs
PLACE and compact the concrete
FINISH the slab surface
CURE the concrete slab
TO BUILDING A REINFORCEDCONCRETE SLAB-ON-GROUND
TenSTEPS
Following these ten steps
will give you a top-class
steel-reinforced concrete
slab-on-ground —
the preferred footing
and flooring solution
for housing.
STEELREINFORCEMENTINSTITUTE OF AUSTRALIA
10
Reinforcing Australian Construction
REINFORCED CONCRETE is a wonderful material,and is ideal for permanence and quality. Thepurpose of this brochure is to show the correctway to build a quality reinforced slab-on-ground,in an easy Ten Steps.
We all know someone who could use a bit ofadvice to do things in a faster and better way.Maybe that someone is you; if so, the Ten Stepscan save you real time and money.
Reinforced concrete is like any other productor system, in that there is a right way and awrong way to use it.
This is the right way for slab-on-ground. So take the time to study these simple Ten Steps,it's in your interest.
Next, obtain the right advice before you build.Only an experienced, qualified, person can classifythe site in order for the design of the concreteslab-on-ground to be suitable for the bearingconditions. The Engineer is as much part of theproject team as the Concretor or Builder, and hasa valuable role to play even with the simplestslab-on-ground designs.
The Structural Team■ The geotechnical consultant■ The engineer■ The architect or designer■ The builder■ The concretor■ The pre-mix concrete supplier■ The reinforcement processor.
Don't forget to arrange for any underfloorservices such as plumbing and drainage, electricalconduits etc.
Try to prepare all of the site before the slab-on-ground is formed up, as it may restrictaccess later on to other parts of the site.
Along the way you willsee a few QUALITY reminders.
A messageon theimportanceof QUALITY
WHAT IS reinforcedconcrete?Since as long ago as the late 19th century,engineers have overcome some of the naturaldeficiencies of concrete by reinforcing the materialwith steel bars or welded wire fabric (mesh).
Concrete is a very hard and tough material, butit is brittle and has low resistance to stretchingforces (low tensile strength). Steel reinforcementcan be easily introduced into a concrete structuralmember before the concrete is poured. This ismuch more difficult with natural rock or firedclay products, which are also brittle and have lowtensile strength. Because steel and concreteexpand and contract at the same rate and arequite compatible, the composite material whichresults after the concrete sets and hardens aroundthe steel has the strengths of both. Reinforcedconcrete combines the solidarity of the rock withthe resilience of steel.
Reinforced concrete is capable of acceptingboth compressive and tensile loadings and istherefore ideal for a wide range of applicationsin modern home construction.
WHY BUILD areinforced concreteslab-on-ground?For more than 25 years, the reinforced concreteslab-on-ground has been a way of life in manyparts of Australia for the residential buildingindustry, progressively replacing the limestonefootings and suspended timber systems that hadbeen the traditional approach for more than halfa century.
The reasons for the popularity of reinforcedconcrete slabs are many. Briefly they offer:■ Low costs in terms of both initial cost and
maintenance.■ The thermal insulation properties of a concrete
slab reduce heating and cooling costs becauseconcrete's mass reduces the daily extremes oftemperature.
■ Reinforced concrete floors are non-combustibleand will help to contain the spread of firewithout emitting dangerous fumes.
■ Floor coverings laid on a firm level concretefloor will have a much longer life.
■ Concrete floors will not rot and are notadversely affected by moisture, insects orfungal growth.
■ Good integration of indoor and outdoor areas.■ Quieter living.
Builders and tradesmen also find thatreinforced concrete slabs provide a firm, safebuilding platform.
HOW do you design a reinforced concreteslab-on-ground?The current Australian Standards (Codes) are AS 2870 Residential Slabs and Footings and AS 3600 Concrete Structures. All states havelegislated these standards.
According to AS 3600, reinforcement shall bedeformed Class N bars or Class L or Class Nwelded wire mesh, with a yield strength of up to500 MPa, except that fitments may bemanufactured from Class L wire or bar, or plainClass N bar. Trench mesh is a form of welded wiremesh. All reinforcement shall comply withAS 1302, AS 1303, AS 1304 or AS/NZS 4671.Most new steel reinforcement will bemanufactured to AS/NZS 4671.
AS 2870 already permits the use of weldedwire mesh complying with AS/NZS 4671 but is
being amended to reference the newstandard directly.
3
WHAT IS reinforcement?
ONLY STEEL reinforcementhas the strength to reinforceslab-on-ground. Avoid claimedsubstitutes for steel.
Concrete must be placed quickly and simply.Direct from a mixer truck is easiest and best. Todo this the truck has to back-up to two or threesides of the job. Site huts, excavated soil, stacksof materials and setout pegs must be located soas to give trucks enough room to move.
When site access is limited, consider usingsuperplasticised concrete which flows easily. Asthis 'flowing' concrete can be pushed, using ashovel, three times as far as ordinary concrete,the mixer truck may need to back-up to only oneside of the job. As superplasticised concrete willimpose higher loads on the formwork and canmove steel reinforcement as it 'flows' into place,it is necessary to have stronger formwork andwell-tied steel reinforcement. Remember that allconcrete, even superplasticised concrete, must beproperly compacted as it is placed.
When a mixer truck cannot get close to theslab, means of transporting the concrete to itsfinal position include pump, tipper, dumper andwheelbarrow.
On restricted or hilly sites a mobile crane witha hopper or bucket can be used. Concrete pumpsare also a popular method of placing concreteespecially on restricted sites: those with hydraulicbooms are particularly suitable.The crane must belocated on firm ground and parked between theroad and the job so the crane boom and the bucketcan swing between a mixer truck and the job.
Most crane buckets hold over half a cubic metrewhile the crane boom can reach over 20 metres.
Cranes don't need much site clearance andbuckets deliver concrete into the middle of largeslabs without anything having to be dragged orcarried over the steel reinforcement and formwork.
Pumps can push concrete over 200 metres ina straight line but if the supply line rises or bends,the pumping distance is less. Extra workmen forplacing and finishing the concrete may be neededbecause the pump must work continuously andsupply the concrete quickly.
4
1PLAN how to placethe concrete
7200 4000
3700
1800
MAKE SURE you signpost your site and giveclear directions for delivery.
Trips required to move 20 cu metres of concrete
Tipper, up to 2 m3 – 10 trips
Dumper, 0.5 to 1 m3 –20 to 40 trips
Wheelbarrow up to1/50 m3 – 1000 trips
PRE-MIXED CONCRETEPre-mixed concrete is availablethroughout metropolitan areas and inmost country towns. When orderingfrom the manufacturer, state thepurpose for which the concrete isrequired, the quantity and the time ofdelivery. High-grade concrete costs alittle more but can be finished soonerand gives better surface finish. Neveruse less than Grade N20 (20 MPa) andfor fast, good finishes use Grade N25or N32 concrete.
It is essential when dealing withpremixed concrete to begin placingand compacting the concrete as soonas the truck arrives.
It takes approximately 30 minutesfor two experienced men to place 1 cubic metre of pre-mixed concrete.This is a useful guide to estimate thetime for a job.
Tell the pre-mixed-concrete supplierif a pump is to be used, so that a suitablemix will be supplied.
TOP Truck and pump
for smaller slabs
ABOVE Where longer
reach is required use a
truck-mounted pump
with boom
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Concrete pump delivery on limited-access sites
Less than 200 m
Orderpre-mixedconcrete forpumping
Continuous concretedelivery may needmore workers
NEVER add water toconcrete on site. Extra waterwill make the slab weak, dustyand liable to crack.
Scrape off the top soil with grass roots in it, thenlevel and compact the sub-soil which has beenuncovered.
Sloping sites will need to be cut and filledwhere the slab is to be placed. Most soil can beused for fill. Clay fill is not recommended. If thesite is clay, cut material should be removed andgranular filling (coarse sand or gravel) used to fillthe low side of the site.
The Building Code of Australia sets requirementswhere fill is proposed. Check with your localauthority if you plan to fill.
Dig out the shape of the beams for the slab(and any necessary surrounding drainage trenches)in the prepared ground.
Form the edge of the slab and any steps in theslab where the floor has a step-down.
The formwork must be well staked in place(usually at 1 metre maximum spacing) and thickenough so as not to bend under the load offresh concrete placed against it. Formwork mustbe rigid.
Double-check the level dimensions and shapeof the formed area before any concrete is placed.
6
2PREPARE theground
3FIX the edgeformwork
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Use coarse sand or gravel for fill
Compact fill with poweredtampers or vibrating rollersin 150-mm-thick layers
Site drain
CutSite drain
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Compacted blinding layer of sand or smooth gravel
Blinding layer
Edge beam(footing beam)
Finished slab level
Internal beam
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Double-check levels and dimensions
Edge form
Form for stepped-edge slabs only
Props
Finished slab level
Stakes
DOUBLE-CHECK the leveldimensions and shape of theformed area before anyconcrete is placed.
Drainage and water-supply pipes which are to be covered by the slab must be installed by aplumber at this stage.
Termite collars have to be fitted to all pipespassing though the slab, where the slab is usedas the barrier against termite attack.
Concretors must take great care not to movethese drainage pipes once they have been set inposition.
The vapour barrier underlay membrane for aconcrete slab must be a sheet of impermeablematerial, resistant to ultraviolet deterioration andimpact during construction. It is safest to use aknown brand which is stamped as being 'suitablefor use as a concrete underlay'.
Place the underlay over the prepared groundand lap it up over the edge formwork. Use as widean underlay as possible (it is sold in rolls up tofour metres wide) so that few joints are needed.
Make sure the underlay folds down into thebeam trenches and laps up over the top of theformwork. Free edges of underlay must be firmlysecured before the concrete is placed.
At joints, the underlay should be lapped atleast 200 mm and held in place with small piecesof tape at about one-metre centres. Continuoustaping of joints is required by some localregulations. Where possible, the lapping shouldoccur in the trenches.
Where drainage and service pipes rise throughthe slab the underlay should be cut, turned upand taped around the pipe. To prevent debrisfrom entering the pipe, a piece of underlayshould then be placed over it and taped to theturned-up underlay.
7
4INSTALL servicepipes
5LAY concreteunderlay
A slab-on-ground has thickened edges which arecalled edge-beams. Sometimes slabs also haveinternal beams which act as stiffening beams orwall supports. All these beams need steelreinforcement fixed near the bottom – this iscalled bottom-steel.
Trench mesh is the usual type of bottom-steel –a single layer or a double layer (one directly on topof the other separated by a fitment or ligature) asrequired by the building plans. 40-mm minimumconcrete cover to the reinforcement is required(up to 75 mm may be specified if soil has aggres-sive ground water). In some areas greater depthand heavier reinforcement is required.
Bottom-steel must be placed on bar chairsor trench mesh spacers.
Trench mesh should have a half-a-metreminimum overlap. Full-width overlap at corners.(It is a sound precaution to wire the mesh togetherat these overlaps.) The steel reinforcement must be
chaired in its proper position to act effectively.
Top-steel is needed over the whole area of aslab-on-ground. The main reason for this top-steel is to control the cracking which inevitablyoccurs as the concrete dries out.
Fabric sheets (6 x 2.4 m standard size) areusually used as top-steel and are set on bar chairswith bases prior to curing the concrete so as toleave a minimum of 20 mm concrete cover above
the steel reinforcement.
Any floor-heating services or electrical wiringconduit to be embedded in the slab, should besecured at this time. If hot water heating pipesare to be embedded in the slab, the slabthickness may need to be increased.
Slab fabric should be lapped by one full panelof fabric so that the two outermost transversewires of one sheet overlap the two outermosttransverse wires of the sheet being lapped.
Holding down bolts for wind bracing and otherancillary fixtures are usually positioned at this stage.
7FIX reinforcementin the slabs
NEVER try to pull reinforce-ment up, or walk it in whilethe concrete is being poured.This practice is forbidden andcan lead to total slab failure.
DON'T try to save on steel.You can't add it later! Cracks inslabs are controlled by steel.
8
Lapping of fabric
6FIX reinforcementin the beams
Order concrete by strength-grade and slump.Never use less than N20 grade concrete (20 MPastrength, with 20 mm nominal maximum aggregatesize and 80 mm slump). Never order concretewith a slump of more than 100 mm. In fact 80-mm slump is better. It may be slightly harder towork into place, but it can be finished soonerand will shrink less.
The slump of concrete is a rough measure ofthe amount of water in the mix. If water is addedthe mix will become sloppy and easier to workinto place – but the concrete will be weaker, crackmore and have a poor surface finish. For thisreason no water should be added to concreteduring the placement and finishing operations.
Place each load of concrete next to the previousload. Start at one end and work along the slabmaking sure that each new load is well mixed
into the load before.
Do not let concrete free-fall more than onemetre from a chute, pipe or bucket when it isbeing placed.
Level the surface of the concrete with ascreeding board. It is important to move thescreeding board with a sawing and choppingmotion as this helps to compact the concrete.
A mechanical vibrator should be used tocompact the concrete. Poke the vibrator into theconcrete every half metre over the length of thebeam and hold it in place until the concretesettles and bubbles stop rising to the surface.
Hold the vibrator straight up and be carefulnot to move the steel reinforcement, or damagethe underlay or formwork.
8PLACE and compactthe concrete
TRY NOT to pour concreteon hot days when it is windy,the result can be poor concrete.Ask advice from your supplier.
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Vibrate concreteuntil bubbles stoprising to surface
When the concrete compaction and screeding isdone, the slab should be roughly floated with atrowel to give a smooth surface. After floating,the slab should be left to set hard enough so thata man standing on his heels will not sink morethan 5 mm into the concrete.
Free water (bleed water) will rise to thesurface of the slab after it is levelled. Wait untilthe surface water dries before doing the finalfloat or trowel finishing. On a cold day the bleedwater may have to be dragged off by pulling a rope or hose over the surface.
Never spread dry cement or sand over theslab to absorb the bleed water as this willmake the finished surface weak and dusty.
A mechanical 'helicopter' is the best tool toget a good finish on a slab. Make one pass withthe helicopter over the whole slab starting wherethe concrete was first placed. Then go back andmake a second pass over the whole slab workingup and down the length of the slab instead ofacross it.
Do not try to finish the slab by moving thehelicopter around in one area for too long.
Wood or steel hand-floats and trowels do agood job too – if there is no helicopter – buthowever it is done, the whole surface should beworked over twice.
Save finishing time by finishing the slab onlyto the standard needed for the type of floor finishto be used. If tiles are to be laid in mortar thenslabs need only to be screeded. A wood floatfinish is good enough for carpet, while steel orsponge trowelling is needed for floors which areto have tiles glued to them.
9FINISH the slabsurface
Concrete must be protected against loss ofmoisture as soon as the surface is sufficiently hardto resist spoilage. This process is known as curing.If concrete is not cured it will dry out too fast,lose strength and the surface may crack andturn dusty.
Curing involves holding water in the concrete –allowing the concrete to gain its full strength.
One way is to cover the slab with sheets ofplastic or building paper and hold the sheets downwith planks. Leave the sheets in place at least 3 days – it may be necessary to gently spray somemore water under the sheets after the first day.
This method also has the advantage of protecting the slab from possible rain damage.
Another way is to spray onto the slab a specialchemical called a 'curing compound' which stopswater drying out of the concrete too fast.
Use a good quality curing compound, as thereare some which are much better than others.
Curing compounds should be sprayed overthe slab with a double coat straight after thesurface finishing.
If at a later date it is the intention to addfloor coverings to the slab then take care inthe selection of the curing compound as somewill not accept adhesives.
CONCLUSION As can be seen, planning,preparation, steel reinforcement, placing,finishing and curing all play an integral part inthe construction of a reinforced concrete slab-on-ground. Failure to follow any of these steps maylead to the following problems occurring:■ Non-level floors;■ Plastic cracking (cracks occur prior to final set
of concrete);■ Post-hardening cracking (drying shrinkage,
foundation movement);■ Dusting of concrete surface.
Note: In some circumstances controlledcracking of concrete is acceptable; all concretehas a natural tendency to shrink with crackingbeing one of the results of such shrinkage.
Further information can be obtained from theSteel Reinforcement Institute of Australia or theAustralian Pre-Mixed Concrete Association.
The APMCA has published the followingtechnical brochures which can be obtained fromyour nearest APMCA office:
TB 95/1 Cracks in Concrete due to Plastic Shrinkageand Plastic Settlement
TB 95/2 Hot Weather ConcretingTB 96/1 Management of Concrete Drying ShrinkageTB 95/2 Cold Weather Concreting.
11
LACK of curing can ruinthe job. Curing compoundsonly cost a few cents persquare metre.
NOTE Safety footware should be worn
CAUTION! You can losehalf the strength if you:
■ don't compact■ add water■ don't cure.
10CURE the concreteslab
Revised January 2001Steel Reinforcement Institute of Australia ACN 003 653 665
ISBN 0 9587649 1 3
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CONTACT DETAILS
SRIA NATIONAL OFFICEPO BOX 280 CROWS NEST NSW 2065
TELEPHONE: 02 9929 3033FREE CALL: 1300 300 114FACSIMILE: 02 9929 3255
EMAIL: sria@sria.com.auINTERNET: www.sria.com.au
The Steel Reinforcement Institute of Australia is anational non-profit organisation providinginformation on the many uses of steelreinforcement and reinforced concrete. Since theinformation provided is intended for generalguidance only, and in no way replaces the servicesof professional consultants on particular projects,no legal liability can be accepted for its use.
STEELREINFORCEMENT
INSTITUTE OF AUSTRALIA
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