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CMU walls can be reinforced by filling the block voids with concrete and steel reinforcing bars.
Typically, not all voids are filled, but rather those at corners, wall ends, adjacent to window and door openings, which increase wall strength and stability.
Placement of steel reinforcement generally results in a CMU walls having much greater lateral and tensile strength than unreinforced walls. It can be obtained in two ways: from natural outcroppings or scattered deposits, and by the process of quarrying.
Stones may be laid up in their natural form, or broken and squared, or shaped, for the proper fit with other stones in the wall.
In this process, stone is drilled, blasted, fractured or cut from the quarry face, and then shaped and finished for use in construction. In addition, concrete masonry units may be used to create attractive patterns and designs to produce an almost unlimited range of architectural treatments of wall surfaces. The following are some more prominent uses: • Exterior load-bearing walls (below and above grade) • Interior load-bearing or non load bearing walls • Fire walls, party walls, curtain walls • Partitions, panel walls, solar screens • Backing for brick, stone, stucco, and other exterior facings • Veneer or nonstructural facing for wood, concrete, or masonry • Fire protection of structural steel members • Firesafe enclosures of stairwells, elevator shafts, storage vaults, or fire hazardous work areas • Piers, pilasters, columns • Bond beams, lintels, sills • Floor and roof systems • Retaining walls, slope protection, ornamental garden walls, and highway sound barriers • Chimneys and fireplaces • Catch basins, manholes, valve vaults • Paving and turf block Solid brick masonry is made of two or more layers with the units running horizontally (called “stretcher” bricks) bound together with bricks running transverse to the wall (called “header” bricks).
The pattern of headers and stretchers employed gives to different bonds such as the common bond, with every sixth course composed of headers, the English bond, and the Flemish bond, with alternating stretcher and header bricks present on every course.
There are no real significant utilitarian differences between most bonds, but the appearance of the finished walls is affected.
Brickwork, like unreinforced concrete, has little tensile strength, and works by everything being kept in compression.
The stack bond is a run of stretchers with each stretcher stacked centered on the stretcher below it. The smallest end of the brick is horizontal, aligned with the surface of the wall and exposed to the weather. The pattern often alternates with several courses projecting bricks, and several courses that are aligned with the wall.
The pattern of projecting quoins often alternates with the brickwork on the other side of the corner. In order to give concrete bricks color, additives are necessary to create the variety of colors.
During the concrete curing process, if the bricks are not properly cured prior to being delivered to the jobsite, shrinking and cracking will appear at the mortar joints and can allow water to enter the wall cavity. Overall, respondents ranked concrete favorably for its energy efficiency, durability and reduced maintenance.
Over 500 individuals participated in the blind survey presented in an Internet survey form by a third party web host. Additionally, “the superior insulation, air tightness, and mass of the walls can reduce energy for heating and cooling by up to 40%.



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