Masonry is the word used for construction with mortar as a binding material with individual units of bricks, stones, marbles, granites, concrete blocks, tiles etc.
Mortar
A mixture of binding material with sand. Binding materials can be cement, lime, soil or any other.
Components of masonry
Mortars
Bricks or Concrete Hollow Blocks
Mortar
It cushions the masonry units, giving them full bearing against one another despite their surface irregularities
It seals between the units to keep water and wind from penetrating
It adheres the units to one another to bond them into a monolithic structural unit
It is important to the appearance of the finished masonry wall
Lime
Produced by burning limestone or seashells (calcium carbonate) in a kiln to drive off carbon dioxide and leave quicklime (calcium oxide)
Type N mortar
A general-purpose mortar with a balance of good bonding capabilities and good workability. Recommended for exterior veneers, nonloadbearing exterior walls, parapets, chimneys, and interior loadbearing walls.
Type S mortar
Has a higher flexural bond strength than Type N mortar. Recommended for exterior reinforced masonry, exterior loadbearing masonry walls, and veneers and walls subject to high wind forces or high seismic loads
Type O mortar
A low-strength mortar recommended mainly for interior nonloadbearing masonry and historic restoration work
Type M mortar
A high-strength mortar with less workability than Type S or N mortars. Recommended for masonry construction below grade, masonry subject to high lateral or compressive loads, or masonry exposed to severe frost action.
If the mortar was mixed less than 90 minutes prior to its stiffening, it has merely dried and the mason can safely retemper it with water to make it workable again.
If the unused mortar is more than 2.5 hours old, it must be discarded because it has already begun to hydrate and cannot be retempered without reducing its final strength
Masonry types
Clay Unit Masonry
Concrete Unit Masonry
Glass Unit Masonry
Adobe Unit Masonry
Stone /Bricks Masonry
Claybrick units
Typically composed of soft clay extruded into shapes in a manufacturing plant, and are available in various colors, sizes and textures
There are two methods of manufacture: extrusion and pressing. The extrusion method produces a denser brick, whereas the pressing method results in a smoother, more accurately shaped brick.
The type of shale and clay, the plasticity of the mix, and the pressure under which the material is forced into shape all contribute to the character of each individual brick.
The term brick is used to denote solid clay masonry units. Cored units are still considered solid if cores do not exceed 25% of total cross sectional area.
The cores reduce weight, increase bond to mortar, and allowing faster drying during fabrication.
Concrete Masonry Units
They can provide the structural frame of a building and they can also serve as a strong backup system for many types of veneer systems
Concrete Masonry Walls can even be the veneer system itself with options such as smooth face, split-face, ground face, polished face & glazed face units
Concrete Masonry Walls used in a single Wythe application
Concrete Masonry Units
One of the most versatile products in the construction industry
Concrete Masonry Units
Can provide the structural frame of a building
Can serve as a strong backup system for many types of veneer systems
Can be the veneer system itself with options such as smooth face, split-face, ground face, polished face & glazed face units
Concrete Masonry Walls
Can serve in both a structural capacity and also be the finished face of the wall
Can provide the thermal mass necessary to help reduce heating and cooling costs
Can provide redundancy for increased fire-safety in the event sprinkler systems malfunction during a fire
Can provide an inordinate amount of sound control wherever used
Common size of concrete blocks
39 cm x 19 cm x (30 cm or 20 cm or 10 cm) or 2 inch, 4 inch, 6 inch, 8 inch, 10 inch and 12 -inch unit configurations
Ingredients used to prepare concrete blocks
Cement, aggregate, water
Aggregate composition in concrete blocks
60 % fine aggregate and 40 % coarse aggregate
Minimum strength of concrete blocks
About 3 N/mm2
ASTM C- 90 - 91 specifies the compressive strength requirements of concrete masonry units
Density classifications for CMU
Lightweight (less than 105 lbs./cf.), Medium Weight (105 to less than 125 lbs./cf.), Normal Weight (125 lbs./cf. or more)
The minimum net area compressive strength of all 3 densities is the same at 2000 lbs./in2 according to ASTM C90
Solid concrete blocks
Are commonly used, which are heavy in weight and manufactured from dense aggregate. They are very strong and provides good stability to the structures.
Hollow concrete blocks
Contains void area greater than 25% of gross area. Solid area of hollow bricks should be more than 50%. They are manufactured from lightweight aggregates. They are light weight blocks and easy to install.
Types of Concrete Hollow Blocks
Stretcher block
Corner block
Pillar block
Jamb block
Partition block
Lintel block
Froggedbrick block
Bullnose block
Stretcher blocks
Widely used concrete hollow blocks in construction, laid with their length parallel to the face of the wall
Corner blocks
Used to join the corner in the masonry, arranged in a manner that their plane end visible to the outside and other end is locked with the stretcher block
Jamb blocks
Used when there is an elaborated window opening in the wall, connected to stretcher and corner blocks, provide space for the casing members of window
Pillar blocks
Also called as double corner block, generally used when two ends of the corner are visible, in case of piers or pillars these blocks are widely used
Lintel blocks
Used for the purpose of provision of beam or lintel beam, generally provided on the top portion of doors and windows to bear the load coming from top
Partition blocks
Used to build partition walls, have larger height than its breadth, hollow part is divided into two to three components
Bullnose blocks
Similar to corner blocks but with rounded edges at the corner
Froggedbrick blocks
Contains a frog on its top along with header and stretcher, helps the block to hold mortar and to develop the strong bond with top laying block
Steel reinforcement in masonry structure
Involves reinforcement bars, joint reinforcement, and deformed reinforcing wire
Steel bars are utilized to improve both tension and compression strength of masonry structure
Maximum reinforcement steel bar size is No.11 as per ACI 530.1-11
Epoxy coated and zinc coated steel bars are permitted to use in masonry structures and they may be utilized when corrosion protected reinforcement are specified as per the design