THINK BRICK AWARDS 2018
JUDGING HAS COMMENCED
THINK BRICK AWARDS 2018
JUDGING HAS COMMENCED
Our members include manufacturers of concrete masonry products as well as companies that are associated with, and support the industry.
Before you contact the CMAA, please check if the answer to your question can be found on our Technical page or from our FAQs. If you still require assistance, the most efficient way to have your question answered is by emailing us at email@example.com, or call us at (02) 8448 5500 and speak to our technical team.
First launched in 2008, PermPave is a software package developed to assist civil engineers and landscape architects in the design of permeable concrete block paving (PCBP) systems. LockPave was first launched in the 1990s for the design of concrete block paving systems. Both were developed by Dr Brian Shackel and, in the case of PermPave, in collaboration with Professor Beecham of the University of South Australia.
These software programs are currently unavailable while the software is being upgraded.
The biennial Golden Trowel Award is Australia’s only team competition for brick and blocklaying apprentices. Please click here for more information.
The CMAA technical manual CM03 ‘Concrete Masonry – Cleaning and Maintenance’ provides a guide to cleaning and maintaining concrete masonry walls. We recommend hiring an accredited cleaner.
Think Brick Australia maintains a list of accredited brick and masonry cleaners on their website at http://www.thinkbrick.com.au/accredited-brick-cleaners
The CMAA has technical expertise in a number of masonry subjects and it is part of our goal to increase awareness and educate students on masonry in engineering and building design.
If you would like us to lecture at your educational institute, or give talks on subjects such as recent changes to the Australian Standards affecting Concrete Masonry or the benefits of segmental paving for urban design in public areas, please email us at firstname.lastname@example.org or call us on (02) 8448 5500.
Please contact the Australian Brick and Blocklaying Training Foundation (ABBTF) at 1300 30 44 77 www.becomeabricklayer.com.au
The CMAA is an industry association for concrete masonry manufacturers. For information on poured concrete, please contact the Cement, Concrete and Aggregates Association at (02) 9667 8300 www.ccaa.com.au
You are welcome to contact any of our members, who can help you find the right product in your state. Their contact details are:
1 - Single Leaf Walls (Reinforced and unreinforced)
2 - Veneer Walls
3 - Cavity Walls (Reinforced and unreinforced)
4 - Hybrid Walls (Reinforced Cavity and Diaphragm)
Fire Resistance Levels are listed in Tables 1.3, 1.4 and 1.5 of CMAA Manual MA 55 Part B Chapter 1 Section 1.4 Design for Fire. If the proposed fire wall is for an office building, the Common Walls and Fire Walls FRL values will be 120/120/120 minutes for Structural Adequacy/Integrity/Insulation.
All concrete and clay masonry walls are deemed ‘incombustible’, the values of FRL depend on the wall thickness, unit densities, raw materials and type of walls (i.e., load bearing, veneer etc). This information can be obtained from the manufacturers of these masonry units.
Please refer to the CMAA Manual MA 55 Part B Chapter 8 Section 8.3 on Standard Designs. Depending on the exposure conditions, the required grout cover (c) value is 30mm for Very Severe Exposure, 20mm for Severe Exposure and 15mm for other applications. The values of the maximum effective steel depth (d) will be 117mm, 127mm and 132mm respectively.
I am designing an external masonry wall, with the lower part embedded below ground level against an existing retaining wall. What should I do to ensure weather tightness of the wall?
Thermal Mass (also known as Thermal Inertia or Thermal Capacitance) is a measure of a material’s ability to retain its current level of heat energy when subjected to an external temperature differential. Thermal resistance (R-value) is the measure of the resistance to heat flow per unit temperature difference of the full thickness of the heat barrier. Masonry walls have high thermal mass.
Please refer to CMAA Manual MA 54 Single-Leaf Masonry – Design Manual, which covers all areas of construction of masonry walls.Currently, the use of core filled lintel blocks above wall openings are the most common type of lintels. Start with selecting the right lintel blocks to suit your masonry wall, place the blocks at the right height on supported form work, build the lintel blocks with mortar, place steel reinforcement as required, pour concrete fill (grout), leave the lintel until the concrete hardens, pull the form work and carry on with the next part of construction.
AS 3700 Clause 4.12 requires that lintels be supported on the masonry abutments for a distance of at least 100 mm with opening length up to 100mm and 150mm for wider openings.
Grout must be of pouring consistency because filling cores is more important than high grout strength. Also, units remove much of the water from the grout and a limit is placed on the grout strength that can be used in design calculations.
The CMAA Manual CM03 provides a detailed guide to concrete masonry cleaning and maintenance. In summary, efflorescence can be removed by dry brushing. If this is not effective, water washing, with or without pressure, can be used. Chemical cleaning such as acid treatments is not recommended as this often causes etching of the concrete masonry, as well as fading, streaking and colour changes on the wall.
Manufacturers usually have data tables for “Blocks Filled per Cubic Metre”. Please contact your supplier for this information.
Before placing the grout, it is important that the cores should be clean and free of mortar ‘dags’ projecting into the core. A steel rod is pushed down the core to knock off these ‘dags’ and to break up any mortar that has dropped onto the footing. The cores are then hosed or swept out from the bottom of each core through the ‘clean-out’ space. The vertical steel rods are tied to the starter bars, and the clean-out blocks are covered with formwork, ready for grouting (see ‘Retaining Wall Details’ in CM01 Concrete Masonry – Handbook). An alternative method, which may be used in low height walls, is to leave a gap in the mortar bed at the bottom of each core and to hose out the dropped mortar and dags before the mortar has set.
When grouting Series 150 Blocks, lifts should be reduced to 800mm (4 courses) to ensure no voids are left in the wall.
The thermal resistance values of concrete blocks (R) with different densities and sizes can be found in the CMAA Manual MA 55 Part B Chapter 9 – Thermal Performance http://www.cmaa.com.au/walling.html Please refer to the Table – THERMAL RESISTANCE, R on page 7.
Mortar is not grout – grout has to flow freely to surround steel and completely fill cores. Grout usually contains 10 mm aggregate and must be of at least 12 MPa minimum strength. Mortar uses fine aggregates (e.g. sand) and has a paste-like consistency and usually has around 8-10 MPa strength – so broadly you cannot replace mortar for grout. However, if you can achieve the above minimum grout requirements with a mortar then that might suffice, providing all core spaces are completely filled.
Please refer to our technical manual MA55 ‘Design and Construction of Concrete Masonry Buildings’ Part B - Chapter 4 Fire. You can download this for free from our Technical page http://www.cmaa.com.au/walling.html
Please refer to the latest National Construction Code, available from the Australian Building Codes Board at https://services.abcb.gov.au/NCCOnline/. To assist with your calculations, you may use the CMAA’s Mass-enhanced R-value calculator for concrete block
AS3700, Masonry structures, is the main standard for design, material and construction of masonry structures. AS4773, Masonry in small buildings, is a “minimal calculation” standard for use by small building designers and specifiers. For more information regarding Australian standards on masonry, please contact our technical team at (02) 8448 5500.
Under AS2870, no masonry articulation is warranted for masonry veneer constriction but if arctic masonry veneer is used, do some joints need to be installed in the blockwork? If so what centres?
While CMAA’s publications are based on wide industry experience and deep knowledge, the information we provide is intended for general guidance only and in no way replaces the services of professional consultants who will be able to give you detailed advice on your specific project.
Concrete masonry density can vary between different manufacturers, due to a number of factors such as the density of the raw materials used as well as the manufacturing processes. The CMAA Manual MA 55 includes a list of a number of block density options to cover these differences. Typically, fully core filled block densities range from 1850kg/m3 to 2200kg/m3.
Segmental Retaining Wall Blocks (such as Allan Block, Anchor, Cornerstone etc.) are mortar-less systems, they are built as gravity walls or as reinforced soil walls using geo-grids.
No, the maximum height is 3600 mm for a Type 1 Footing. Refer to Manual RW-01 – Concrete Masonry – Reinforced Cantilever Retaining Walls (link to manual), where a design example is provided in Appendix B. If the retaining wall needs to reach 4400 mm, engineers may use this design example to set up their own equations checks.
Both segmental paving and permeable paving are designed to carry traffic but permeable paving can act as a drainage facility to reduce or eliminate run-off, trap pollutants and harvest water for future reuse.
Please refer to our Manuals and Technical Papers on permeable paving design and construction. http://www.cmaa.com.au/paving.html Please contact our member companies directly for assistance on available types of permeable paving.
The Australian Standard AS 3700 and the Building Code of Australia currently do not have any requirements on maximum cavity width of cavity masonry structures. If you use 90 mm masonry units, a cavity width of at least 40 mm is recommended. If you are using 110 mm masonry units, the cavity should be equal or larger than 50 mm. The maximum cavity width does depend on the thickness of the insulation in the cavity and wall tie length. For residential houses, we recommend that the cavity width should not be larger than 100 mm. If the building requires high levels of acoustic isolation, then the cavity width can be up to 450 mm, but heavy-duty wall ties have to be used.