Blockwork
Contents |
[edit] Introduction
Blocks are constructed using concrete or cement. They may include a hollow core to make them lighter and to improve their insulation properties. They have been in use since the 1930s when they were commonly used for the inner leaf of cavity walls. At this point they were made from an aggregate of stone or industrial waste such as clinker or breeze, hence the term ‘breeze block’.
They are now used for a wide variety of purposes such as the construction of load-bearing walls, retaining walls, partitions and foundations.
A standard block is 440 mm x 215 mm, the equivalent of 3 bricks high and 2 long, the maximum size that one person can comfortably lift. They are available in a range of widths from 50 mm to 300 mm.
The kind of block selected for a particular application will depend on its:
- Density.
- Load-bearing characteristics.
- Appearance.
- Weight and handling properties.
- Thermal characteristics, such as U-value or thermal mass.
[edit] Dense blocks
Dense blocks are usually made from cement, fine aggregate and coarse aggregate. They can be produced in a range of crushing strengths and tend to be used for structural purposes, such as foundations and load-bearing walls.
They generally have poor thermal insulation and readily absorb water, but have good thermal mass.
[edit] Lightweight blocks
The advantage of lightweight blocks include their thermal insulation characteristics and ease of handling. During the last 80 years a variety of aggregates have been used - clinker blocks (8 parts clinker to 1 part cement), and blast furnace slag. They may be slightly more expensive than dense blocks
[edit] Aerated blocks
Aerated blocks are made from cement, lime, sand, pulverised fuel ash (from power stations). They are popular for a number of reasons, other than their light weight and good thermal insulation:
- Their closed cell structure means they have good resistance to water penetration.
- They provide good fire protection.
- They are easy to cut with a saw.
- They can accommodate fixings such as screws and nails.
Autoclaved aerated concrete (AAC) blocks are manufactured by adding a foaming agent to concrete and then hardening the blocks (autoclaving) with steam.
[edit] Mortar mixes
Mortar mixes should not be too strong. Mixes of cement : sand 1 : 3 are unsuitable because they will not accommodate movement in the blockwork.
For above ground uses, they might include mixes such as:
- cement : lime : sand 1 : 1 : 6
- cement : sand with plasticiser 1 : 6
- masonry cement : sand 1 : 5
- cement : lime : sand 1 : 2 : 9
Below ground a slightly stronger mortar can be used, such as 1 : 0.5 : 4 cement : lime : sand.
Dense blocks are typically laid in mortars of average strength, 1:1:6 or 1:2:9. Stronger mortars may limit movement and may cause cracking of the blocks, although they are sometimes specified below ground level.
[edit] Related articles on Designing Buildings
- Aircrete blocks.
- Ashlar.
- Brick.
- Bricklayer.
- Brick sizes.
- Coal ash.
- Ceramics.
- Concrete.
- Damp-proof course.
- Defects in brickwork.
- Defects in stonework.
- Dust heap.
- Hempcrete.
- How to lay block paving.
- How to lay bricks.
- Lime mortar.
- Mortar.
- Parge coat.
- Pebbledash.
- Perpend.
- Pyrite and mica redress issues in Dail Eireann.
- Quoin.
- Rendering.
- Rustication.
- Screed.
- Stucco.
- Timber.
- Types of brick.
- Types of brick bonding.
Featured articles and news
Twas the site before Christmas...
A rhyme for the industry and a thankyou to our supporters.
Plumbing and heating systems in schools
New apprentice pay rates coming into effect in the new year
Addressing the impact of recent national minimum wage changes.
EBSSA support for the new industry competence structure
The Engineering and Building Services Skills Authority, in working group 2.
Notes from BSRIA Sustainable Futures briefing
From carbon down to the all important customer: Redefining Retrofit for Net Zero Living.
Principal Designer: A New Opportunity for Architects
ACA launches a Principal Designer Register for architects.
A new government plan for housing and nature recovery
Exploring a new housing and infrastructure nature recovery framework.
Leveraging technology to enhance prospects for students
A case study on the significance of the Autodesk Revit certification.
Fundamental Review of Building Regulations Guidance
Announced during commons debate on the Grenfell Inquiry Phase 2 report.
CIAT responds to the updated National Planning Policy Framework
With key changes in the revised NPPF outlined.
Councils and communities highlighted for delivery of common-sense housing in planning overhaul
As government follows up with mandatory housing targets.
CIOB photographic competition final images revealed
Art of Building produces stunning images for another year.
HSE prosecutes company for putting workers at risk
Roofing company fined and its director sentenced.
Strategic restructure to transform industry competence
EBSSA becomes part of a new industry competence structure.
Major overhaul of planning committees proposed by government
Planning decisions set to be fast-tracked to tackle the housing crisis.
Industry Competence Steering Group restructure
ICSG transitions to the Industry Competence Committee (ICC) under the Building Safety Regulator (BSR).
Principal Contractor Competency Certification Scheme
CIOB PCCCS competence framework for Principal Contractors.
The CIAT Principal Designer register
Issues explained via a series of FAQs.