allow time for their surfaces to air-dry before placing them.
Good bricklaying procedure depends on good workmanship and efficiency. Efficiency involves doing the work with the fewest possible motions. Each motion should have a purpose and should achieve a definite result. After learning the fundamentals, every Builder should develop methods for achieving maximum efficiency. The work must be arranged in such a way that the Builder is continually supplied with brick and mortar. The scaffolding required must be planned before the work begins. It must be built in such away as to cause the least interference with other crew members.
Bricks should always be stacked on planks; never pile them directly on uneven or soft ground. Do not store bricks on scaffolds or runways. This does not, however, prohibit placing normal supplies on scaffolding during actual bricklaying operations. Except where stacked in sheds, brick piles should never be more than 7 feet high. When a pile of brick reaches a height of 4 feet, it must be tapered back 1 inch in every foot of height above the 4-foot level. The tops of brick piles must be kept level, and the taper must be maintained during unpiling operations.
The term bond, as used in masonry, has one of the following three different meanings:
structural bond, mortar bond, or pattern bond. Structural bond refers to how the individual masonry units interlock or tie together into a single structural unit. You can achieve structural bonding of brick and tile walls in one of the following three ways:
Overlapping (interlocking) the masonry units.
Embedding metal ties in connecting joints.
Using grout to adhere adjacent wythes of masonry.
Mortar bond refers to the adhesion of the joint mortar to the masonry units or to the reinforcing steel.
Pattern bond refers to the pattern formed by the masonry units and mortar joints on the face of a wall. The pattern may result from the structural bond, or it may be purely decorative and unrelated to the structural bond. Figure 4-4 shows the six basic pattern bonds in common use today. They are running, common or American, Flemish, English, stack, and English cross or Dutch bond.
The running bond is the simplest of the six patterns, consisting of all stretchers. Because the bond has no headers, metal ties usually form the structural bond. The running bond is used largely in cavity wall construction, brick veneer walls, and facing tile walls made with extra wide stretcher tile.
The common, or American, bond is a variation of the running bond, having a course of full-length headers at regular intervals that provide the structural bond as well as the pattern. Header courses usually appear at every fifth, sixth, or seventh course, depending on the structural bonding requirements. You
Figure 4-4.- Types of masonry bonds.
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