If you’re a structural engineer and you’ve just been asked to inspect a suspended concrete slab before it is poured, now is definitely a good time to go through the things you should be looking for when you carry out your inspection.
Here are my 5 most important things to check when inspecting a suspended concrete slab:
G’day. This is Matt Cornell from Cornell Engineers. This is a waffle slab inspection that we did a little while ago and I wanted to go through and put some words to it to let you know what we’re looking at during this inspection.
So here we go coming in from the front I’ll just pause it there and explain some of these things.
The white things that you can see are the polystyrene waffle pods. They are the voids in this soon to be poured concrete waffle slab. The waffle pods are about a one metre x one metre squares. They’re sort of semi- hollow underneath. They’re not solid polystyrene but on top they’re solid. The space between waffle pods is about 110mm wide.
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How thick is an Industrial Concrete Slab
There is not a standard slab thickness for industrial slabs. That is because the design of industrial pavements is very specific to each site.
For example, an industrial slab that is traversed by 1000 heavily trucks each week might have a 250mm thick slab while an industrial pavement that only carries 10 medium weight trucks a day might be 125mm (5 inches) thick.
Industrial slabs are also made thicker if the ground under the slab is spongy and soft. Often the top 200mm to 300mm of soft soil is removed and replaced with compacted roadbase.
Roadbase is crushed rock (up to 20mm pieces) and crushed rock fragments of varying smaller sizes mixed together and compacted in carefully placed layers.
How thick is a Commercial Driveway Slab
A commercial driveway slab can be between 125mm (5″) thick and 250mm (10″) depending on the loads and the type of soil that the commercial driveway is built on,
G’day. It’s Matt Cornell from Cornell Engineers. Today we’re going to have a quick look at an external concrete slab – a driveway slab – and have a look at some failures that are pretty common and I’ll give you a couple of pointers on how to avoid them.
A raft slab is reinforced concrete slab on ground that is strengthened with integral concrete beams in both directions.
Usually, a raft slab is used as the foundation for new houses and extensions. Raft slabs in Australia are designed to comply with Australian standard AS2870.
At Cornell Engineers, we call the strengthening beams strip footings (because they run in parallel strips). The beams around the outside are called edge beams.
How Thick is a Raft Slab
The slab portion of a raft footing and slab is normally 100mm (4 inches) thick.
Sometimes the slab is made thicker, up to 150mm (8 inches) thick, to make it stronger or able to span further.
The strip footings vary in depth depending on the soil conditions on the site. A site classification by a soil tester tells us how reactive the clays are.
Then the stip footing design is done in accordance with AS2870.
What is the Minimum Thickness of a Slab
In residential buildings, the minimum thickness of a slab is 85mm (3.35 inches) in waffle slab construction and 100mm (4 inches) in raft slab construction.
How is a Raft Slab Built
Here’s the process for building a raft slab for a house.
Step 1 – Set Out
A builder sets out the outer boundaries of the house using surveying equipment.
Smart builders use a surveyor to make sure the house is in the correct location and on the correct site!
Step 2 – Edge beams
The footings around the outside of the house are called edge beams. The edge beams are dug into the ground.
The width of the edge beams is normally 300mm unless soil conditions require the edge beams to be wider.
The depth of the edge beam depends on the reactivity of the soil.
Step 3 – Steel reinforcement
Steel reinforcement is placed into the edge beams.
The steel can’t be close to the ground or it will rust and fail – so concreters use plastic supports called ‘bar chairs’ to hold the steel away from the ground.
The amount of steel is specified by the structural engineer depending on the site reactivity and the depth of the edge beams.
If the soil where the edge beams are required, the builder sometimes digs the edge beams deeper so that the footing is dug into hard ground. The steel reinforcement is then suspended at the depth specified by the structural engineer.
Step 4 – Edge beams filled
The edge beams are filled with concrete up to ground level.
Steel starter bars are placed into the wet concrete at regular centres and are left sticking out of the footing to connect the slab to the edge beams.
The strip footings aren’t poured until the slab is poured.
The exact location of the starter bars isn’t very important, but their spacing is.
If you are an engineer, the diameter and spacing of the starter bars are a shear flow problem. There needs to be enough bars to make the slab and beams work as a single beam. The starter bars are not required if the edge beam and slab are poured at the same time.
Step 5 – Sand fill
Once the edge beam concrete has hardened, the concreters will place the sand that goes under the slab to make it the correct height. Sand or crusher dust or decomposed granite are all acceptable in my opinion.
The sand has to be compacted so that it is firm and hard because it has to support the wet concrete of the slab before it cures.
Step 6 – Excavate strip footings
Once the sand is placed everywhere under the slab, the concreters remove the sand from where the strip footings run.
If the surface of the slab is high enough, the strip footings will be above the original ground level. Otherwise, the concreters have to dig through the sand and remove some of the original ground to get a deep enough strip footing.
Step 7 – Damp proof membrane
The concreters place a black plastic sheet into the strip footings and over all of the ground under the slab.
The edges of the sheets of black plastic have to be lapped and taped because the plastic stops the ground sucking moisture out of the wet concrete before it cures and also helps stop moisture rising out of the ground and through the concrete.
Step 8 – Slab reinforcement
The concreters place steel trench mesh reinforcement into the strip footings and sheets of slab reinforcement mesh everywhere in the slab.
The concreters use plastic bar chairs to make sure the reinforcement is not touching the plastic and is not sitting so high it is poking out the top of the slab.
The slab reinforcement is very important because it helps control the size of cracks in the surface of the raft slab. See this post on shrinkage cracks.
Around the outside of the raft slab – above the edge beams – the concreters use formwork or concrete blocks to make the sides of the slab.
If the ground is sloping, sometimes the concrete blocks are laid before the sand is placed – but that makes it very difficult to place and compact the sand properly.
Step 9 – Pouring the slab
The concreters pour concrete into all of the strip footings and the slab using concrete trucks and concrete pumps. We prefer they use boom pumps because they are less likely to knock the bar chairs over.
The concreters make the concrete surface smooth and level (called screeding) and then allow the concrete to dry (called curing).
If the concrete dries too quickly, the surface can crack – just like mud cracks when the surface dries when it is still wet underneath. The concreters use special chemicals called ‘curing compounds’ to make sure the concrete all cures at the same time.
The Raft Slab is Finished
The concrete reaches its full design strength in less than 28 days (normally about 23 days) but the slab can be walked on and worked on well before that.
The formwork is normally removed the day after the concrete is poured.
Who Designs Raft Slabs
Raft slabs are designed by structural engineers experienced in residential construction.
There are lots of rules for working out the depth and spacing of strip footings in a raft slab so it is very important to get them right.
An experienced structural engineer can give you an accurate and cost-effective raft slab designed to suit your site.
How Can Cornell Engineers Help
Cornell Engineers has been designing raft footings and slabs since 2003.
Our footing and slab designs comply with AS2870-2011, the Australian residential footings and slabs code.
When we design raft slabs we ensure your slab is suitable for your site by designing your slab to comply with the soil conditions on your site as described in your soil test.
We save you money by making sure our raft slabs drawings are easy to understand and easy to build from.