Resources · A–Z reference

Concrete glossary.

An A-to-Z reference for Sydney concrete terms. AS standards, slab types, finish classes, site-shorthand — the language we use on quotes and drawings.

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A B C D E F G H I J K L M N O P Q R S T U V W Y Z

A

AS 2870
Australian Standard for residential slabs and footings. Every Sydney house slab is built to this — covers soil classification, slab type selection, reinforcement, thicknesses.
AS 3600
Australian Standard for structural concrete design. Governs suspended slabs, columns, walls and beams in commercial buildings.
AS 3610
Australian Standard for formwork. Classifies off-form concrete finishes from Class 1 (architectural smooth) through Class 5 (general structural).
AS 3727
Australian Standard for pavements — residential and commercial driveway and footpath construction.
Aggregate
The crushed stone or pebbles that make up most of concrete by volume. Exposed aggregate finishes reveal these stones at the surface.
Air entrainment
Adding microscopic air bubbles to concrete (4–7% air) for durability against freeze-thaw and improved workability.

B

Backfill
Material placed against a structural element after construction — typically against a retaining wall or basement.
Bleed water
Water that rises to the surface of fresh concrete as it settles. Excessive bleed compromises finish quality.
Bondek
Profiled steel sheet used as permanent formwork for suspended composite slabs. Acts as bottom reinforcement; concrete poured over the top.
Boom pump
Truck-mounted concrete pump with articulated boom for placing concrete at distance or height. Essential for tight Sydney sites.
Burnished concrete
Finish achieved by repeated power-trowelling at the right cure stage. Sits between plain trowelled and polished.

C

Cantilever
Structural element supported at only one end, projecting freely. Cantilevered pool coping is a common Sydney architectural feature.
Capping beam
Reinforced concrete beam cast on top of a pile or sheet-pile wall to tie elements and distribute load.
Class 1 finish
AS 3610 highest off-form finish — smooth, uniform, no patching, all joints flush. Architectural use.
Class 2 finish
AS 3610 standard architectural off-form. Minor surface variation acceptable but no major defects.
Cold joint
Joint between two pours where the first pour has already set. Visible in finished concrete unless detailed carefully.
Control joint
Saw-cut or formed joint placed at regular intervals to control where shrinkage cracking occurs. Standard practice on every slab.
Cover
Distance from the surface of concrete to the nearest reinforcement bar. Critical for durability — too thin and the bars corrode.
Crack control
Combination of joint placement, reinforcement design and curing regime aimed at controlling shrinkage cracking.
Cure / curing
Process of keeping concrete moist after placement so it gains strength. Most strength gain happens in the first 7 days.

D

Dowel bar
Smooth steel bar that crosses a joint, transferring load between slabs while permitting longitudinal movement.
DLP
Defects Liability Period — typically 12 or 24 months after practical completion during which the contractor returns to rectify defects.
Drop slab
Slab section poured below the main level — often used for showers, planter boxes, garage floors.

E

Edge beam
Thickened perimeter of a slab providing additional structural depth around the edge.
Engineer's details
Structural drawings issued by the project engineer showing reinforcement, slab thickness and structural detailing.
Exposed aggregate
Finish where surface paste is washed off to reveal decorative aggregate. Slip-rated, durable, popular Sydney driveway finish.

F

Falsework
Temporary support holding up formwork during pour and initial cure.
Float / floating
Initial smoothing of fresh concrete surface using a magnesium or wood float.
Footing
Concrete element transferring building loads to the ground. Strip, pad, or raft depending on building type.
Formwork
Temporary mould holding concrete in shape until it cures enough to be self-supporting. Stripped after.
FRP
Formwork, Reinforcement and Pouring — typically combined as one subcontract package on commercial builds.

G

Galvanised mesh
Steel mesh treated with zinc coating for corrosion resistance — used in exposed or marine environments.

H

Honed concrete
Finish achieved by diamond-grinding the cured slab to expose a smooth surface. Less reflective than polished, slip-rated for wet areas.

I

In-situ
Concrete formed and poured in place (as opposed to precast). Most Sydney slabs are in-situ.
Integral colour
Pigment added to concrete at the batching plant so colour goes through the full depth. Permanent, no fade.

J

JSA
Job Safety Analysis — task-by-task safety document. Required before commencing work on most commercial sites.

K

Kerb
Edge restraint along the boundary of a road or driveway. Standard Sydney profiles: barrier, layback, dish, mountable.

L

Layback
Kerb profile that ramps down to road level, allowing vehicle access. Standard for residential driveway crossings.

M

Mesh (SL)
Steel reinforcing mesh designated by stock size. SL72 (light), SL82 and SL92 (heavier) are common in Sydney residential.
MPa
Megapascals — concrete strength unit. N25 = 25 MPa compressive strength at 28 days.

N

N-class concrete
Normal-class concrete designation — N20, N25, N32, N40, N50. Number is the 28-day compressive strength in MPa.
NATA
National Association of Testing Authorities. NATA-accredited testing of cube strengths is standard for commercial work.

O

Off-form finish
Concrete finish achieved purely from contact with formwork (no patching, plastering or grinding). AS 3610 classes apply.

P

Pad footing
Isolated concrete footing supporting a single column or post.
Pier and beam
Foundation system using deep piers and connecting beams instead of a continuous slab.
Polished concrete
Mechanically polished concrete floor — series of progressively finer diamond grits. Architectural finish.
Post-tensioned slab
Suspended slab with steel tendons stressed after concrete cures. Allows longer spans and thinner slabs.
PPE
Personal Protective Equipment — boots, hi-vis, hard hat, gloves, glasses. Mandatory on every site.

Q

QA pack
Quality Assurance documentation — pour records, slump tests, cube results, curing records, NATA certificates.

R

Raft slab
Continuous slab covering the building footprint, with edge and internal beams. Common Sydney residential.
Rebar
Reinforcing bar — deformed steel rod for concrete reinforcement. Sold by bar size (e.g. N12, N16, N20).
Retaining wall
Wall holding back earth. Cantilever, gravity, counterfort, or block-and-fill types. AS 4678 governs design.
RFI
Request for Information — formal query from subcontractor to engineer/architect requiring clarification.

S

Screed
Process of leveling fresh concrete to specified height — using a straight edge or laser screed.
Set-out
Marking the position of structural elements on site before construction. Critical accuracy task.
Setting (concrete)
Transition of fresh concrete from plastic to rigid. Initial set typically 2–4 hours, final set 6–10 hours.
Site classification
Soil classification per AS 2870 (Class A through P). Determines slab design.
Slump test
Field test measuring concrete consistency. Higher slump = wetter mix = more workable but lower strength.
SWMS
Safe Work Method Statement — task-specific safety document. Required for high-risk construction work in NSW.

T

Tilt panel
Precast concrete wall panel poured horizontally on site, then tilted up into place. Common for industrial buildings.
Transfer slab
Slab transferring load from upper-level columns to a different column grid below. Heavy reinforcement.
Trowel
Both noun and verb. Tool for finishing concrete; also the act of finishing.

U

Upstand
Concrete element rising above slab level — typical for shower hobs, planter walls, balcony edges.

V

Vibrator
Tool for consolidating fresh concrete — releases trapped air, ensures dense pack around reinforcement.

W

Waffle pod slab
Slab system using polystyrene pods on a grid, with concrete ribs over and a top slab. Common Sydney suburban.
Water-cement ratio
Ratio of water to cement in a mix. Lower w/c ratio = stronger, more durable concrete.
WHS
Work Health and Safety — NSW legislation governing safety on construction sites.

Y

Yield
Volume of finished concrete from a given batch — usually measured as m³ per m³ of mix design.

Z

Zero-tolerance
Specification term meaning no deviation permitted. Rarely truly zero in practice — usually means ±1–2mm.