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Subject : Building Construction
Dr.Jivaraj Mehta Institute Of Technology,Mogar Topics: Different terminology used for Brick masonary Work Subject : Building Construction Name: Enrollment No. Prajapati Bhupendra B. Prajapati Jaydeep R. Prajapati Ketan D. Prajapati Sanjay N.
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Brick Masonry
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Masonry History 20th Century Developments Steel Reinforced Masonry
High Strength Mortars High Strength Masonry Units Variety of Sizes, Colors, Textures & Coatings
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Masonry - Primary Uses Today
Concrete Masonry Units (CMU) Foundation Walls Structural Support Walls (low rise) Backup Walls for Exterior Facing Brick & Stone Facing Materials - Veneers Decorative Walls
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Brick Masonry - Uniqueness
Fire Resistance Size Durability
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Mortar Functions Provides for full bearing Seals between masonry units
Adheres / bonds masonry units Aesthetics
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Mortar Pre-packaged Color range Testing / Specifications Curing
“Shelf” life
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Brick Masonry - Sizes and Shapes
No standard size Normal coursing - 3 bricks = 8” Larger sizes Custom Shapes & Colors
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Brickwork Strength Depends on: Strength of the masonry unit
Strength of the mortar
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TERMINOLOGY, BONDS AND JOINTS IN BRICK MASONRY
Terminology used in laying bricks: Bed joint, Head joint, Collar joint, Wythe, Stretcher, Header, Soldier, Rowlock Structural bonds used during brick laying Running Bond: All courses of brick made of stretchers, with breaking of joints, from one course to the other English Bond: made of alternate courses of stretchers and headers, with breaking of joints Common Bond or American Bond : Made of stretchers courses, with every sixth course being made completely of headers, with breaking of joints Flemish Bond: In the same layer ( or course) stretchers and headers are laid alternatively, with breaking of joints
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Basic Brickwork Terminology
Head Joint Bed Joint Course - horizontal layer of brick
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TERMINOLOGY, BONDS AND JOINTS IN BRICK MASONRY
Procedure for building brick walls: (i) Laying of lead (or corner bricks) to establish the wall planes and courses heights - (ii) Bricks in between leads are laid to a line ( a heavy string stretchers taut between line blocks at each lead) Joint Tooling: Required for giving beauty to mortar joints Weathered Joint: Mortar joint has sloped (downwards) edge Concave joint: Joint concave inwards Vee joint: mortar joint is in the form of a V Flush Joint: Mortar joint is flush with the brick surfaces Raked Joint: A large portion of the mortar joint is raked out - Not a safe, impermeable joint Struck Joint: Mortar joint has a sloped (upwards) edge Mortar joints can vary from 1/4” to 1/2” - Usually taken as 3/8”
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Masonry Joints Size Joint Tooling Joint Profiles Weathered Concave Vee
Flush Racked Concave Struck
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TYPES OF BRICK MASONRY WALLS AND STRUCTURES
Reinforced Brick Masonry: A reinforced brick masonry wall in constructed with two wythes of brick, 2” to 4” apart, placing the reinforced steel in the cavity and filling the cavity with grout. Grout is a mixture of Portland cement, aggregate and water. Grout must be filled enough to flow readily into the narrow cavity and fill it completely - Two methods are used in building reinforced brick walls Low-lift method: Height of grout filling is not more than 4 feet - Wythes are held together by galvanized steel wire ties at 24” c/c horizontally and 16” c/c vertically. High-lift method: Wall is grouted, one story at a time - Clean out holes are left at the bottom to drive out the debri (from mortar in brick masonry) down with water through the holes - Finally the clean out holes are sealed with a brick and mortar joint.
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