2.1
Composite masonry walls are constructed using two or more wythes made with different masonry materials or the same masonry materials.
The wythes are separated by about a three-quarter-inch wide collar joint filled with mortar or a wider space that can be grouted in lifts as the wall is built.
Alternatively, the individual wythes are bonded together to form a solid wall, commonly using rigid metal ties or reinforcements and rarely using overlapping masonry header units.
Metal ties, being less conducive to water penetration, are preferred over masonry headers as the composite walls primarily prevent rain penetration by absorbing moisture and then releasing it back into the atmosphere through evaporation.
Consider a traditional composite masonry wall with a stone facing, which is durable and aesthetically appealing, and an adjoining wythe of less expensive bricks. These two layers are bonded together using metal ties.
Such a wall combines the benefits of appearance, cost-effectiveness, and structural stability.
The use of the same type of masonry units across all the wythes is preferred in load-bearing composite walls to maintain consistent structural behavior.
Composite masonry walls combine multiple wythes of the same or different masonry materials to create a unified structure. These walls feature wythes that are bonded together either through mortar-filled collar joints, grouted spaces, or more commonly, with rigid metal ties and reinforcements, with the use of masonry header units being rare. Metal ties are preferred because they effectively minimize water penetration, as these walls primarily absorb moisture and then release it into the atmosphere.
Traditionally, composite walls might mix various materials, such as terra cotta, stone, or facing brick, with internal wythes made of bricks or hollow clay tile, aiming to achieve an optimal balance of appearance, durability, and cost-effectiveness. A classic example is a wall that combines a durable and aesthetically pleasing stone facade with an economical brick inner wythe, using metal ties for bonding. However, modern practices lean towards using uniform masonry types and metal ties over masonry headers for bonding wythes, particularly in load-bearing structures, to ensure consistent structural behavior throughout the wall. An example of this approach is a wall constructed from concrete masonry units for both wythes, bonded with reinforcements, mortar-filled collar joints, and metal ties.
Composite masonry walls are constructed using two or more wythes made with different masonry materials or the same masonry materials.
The wythes are separated by about a three-quarter-inch wide collar joint filled with mortar or a wider space that can be grouted in lifts as the wall is built.
Alternatively, the individual wythes are bonded together to form a solid wall, commonly using rigid metal ties or reinforcements and rarely using overlapping masonry header units.
Metal ties, being less conducive to water penetration, are preferred over masonry headers as the composite walls primarily prevent rain penetration by absorbing moisture and then releasing it back into the atmosphere through evaporation.
Consider a traditional composite masonry wall with a stone facing, which is durable and aesthetically appealing, and an adjoining wythe of less expensive bricks. These two layers are bonded together using metal ties.
Such a wall combines the benefits of appearance, cost-effectiveness, and structural stability.
The use of the same type of masonry units across all the wythes is preferred in load-bearing composite walls to maintain consistent structural behavior.
From Chapter 2:
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