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A brick masonry building is a structure made up of individual bricks, usually laid and tied together with mortar. The term masonry can also refer to the unit itself.
Brick masonry is a common type of construction. It is highly durable. In this article, we are going to discuss,
2. Terminology
3. Classes of bricks
4. Mortars
5. Bonds
6. Tools
7. Procedure
8. Defects
9. Advantages and Disadvantages
It is constructed by systematically placing bricks in mortar to construct a solid that can withstand applied loads. Bricks are laid repeatedly in a specific bonding method using mortar called brickwork or brick masonry.
The stretcher is a brick whose length is parallel to the face or front or direction of the wall.
Courses that include stretchers are called stretcher courses. In this image, we can see that all these routes are compressed and extended, so this is called the “stranger route”.

The header is brick, which is laid with its width parallel to the front or direction of the wall.
Width or face or front or direction parallel to the wall. A course that has headers in the layer is called a header course.
The edges formed by the intersection of the planes of the bricks are called arises.

A frog is a mark of depth about 10 mm to 20 mm which is placed on the face of a brick to form a key for holding the mortar.
The bottom surface of the brick when lying flat, it is called a bed.

The horizontal layer of mortar upon which the bricks are laid is known as a bare joint.
The vertical joints which are separating the bricks in either length or cross directions are known as perpends.

In successive courses, the horizontal distance between the vertical joints has termed a lap.

A piece of brick that is used to close up the bond at the end of recourses is known as a closer. It helps in preventing the joints of successive courses to come in a vertical line.
A piece of brick, usually considered about the length of a brick is called bat, and accordingly known as half-bat or three-quarter bat.

Bullnose a brick molded with a rounded angle it is known as Bullnose.

Cow noses are brick molded with a double bullnose on end, which is known as cow noses.

A brick that is cut or molded such that an angle other than a right angle is formed in the plan as is known as squint Quoin.

The termination of the wall in a stepped fashion is known as the racking back.

The termination of the wall in such a fashion that each alternate course at the end projects is known as toothing.

| 1 | First-class | These are completely burned and are dark red, cherry or copper. The surface and edges of the brick are sharp. Cement mortar for laying bricks. |
| 2 | Second class | Small cracks and deformation are allowed. Allow a slightly higher water absorption rate of about 16-20% of its dry weight. The crushing strength should not be less than 7.0 N/mm2 |
| 3 | Third Class | The brick is not hard, The surface is rough and deformed, For temporary structures, Used in places with little rainfall. |
Commonly, these two types of mortars are used in bricklaying.
As per ASTM standards, In most masonry buildings, the gap is usually 3/8 inch (10 mm) wide, which requires the existing mortar to be removed from the masonry surface to a depth of at least 3/4 inch (20 mm).
These tools are used in bricklaying,
These steps are involved in the brickwork.
These are some defects in brick masonry,
This defect is caused by the dampness of the brick wall. Iron or steel fixtures embedded in brickwork, such as pipes, frames, or fixtures, are corroded by moisture and expand with rust. This defect is solved by embedding a dense mortar covering 15 to 25 mm thick.
This phenomenon is that when the brick is in contact with water, white soluble salt blocks are formed on the surface of the brick. This defect is caused by bricks containing excessive amounts of soluble salts. Regular cleaning and scrubbing of the affected surface can compensate for such defects.
Due to the absorption and evaporation of water, the bricks alternately expand and contract, respectively causing cracks near the joints. By using high-quality bricks and preventing the bricks from getting wet, such defects can be minimized.
This kind of defect is particularly prominent in places where brick walls are affected by moisture, such as unflustered external walls of boundary walls, retaining walls, manholes, retaining walls, etc.
Sulfate attack depends on multiple conditions occurring simultaneously. It requires a longer time of water saturation, a source of sulfate, and an appropriate amount of tricalcium aluminate.
Even if these factors exist at the same time, the attack will take a relatively long time. For brickwork, if it is in full contact with water, the sulfate and cement mortar present in the brick will react with the alumina of the cement, and for lime mortar, it will react with hydraulic lime.
This reaction increases the volume of the mortar and causes the bricks to crack and peel off. Sulfate attacks can be checked by any technique that restricts water from entering the brickwork.
These factors can be helping to increase the quality of brickwork.
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