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FIGURE 79 Joint Reinforcement Size Limitation
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(NCMA, Annotated Design and Construction Details for Concrete Masonry, Herndon, VA, 2003)
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assembly that is required (composite or non-composite), and whether or not the wythes in a multi-wythe wall are laid up simultaneously or not These parameters affect the number of longitudinal wires in the joint reinforcement and the reinforcement type Joint reinforcement types are ladder, shown in Figure 710(a), and truss, seen in Figure 710(b) The number of longitudinal wires should be at least equal to the number of mortar beds on the masonry units Concrete units are generally laid with two mortar beds, one on each face shell, whether or not the unit is considered solid Placement of a longitudinal wire in a clay masonry wythe is optional, because clay masonry does not experience overall shrinkage Therefore, a wall composed of a clay brick outer wythe and a concrete block inner wythe may utilize three longitudinal wires, one in each mortar bed, as shown in Figure 711(a), or may employ two longitudinal wires with fixed tab ties (Figure 711(c)) or adjustable tab ties (Figure 38) When two wythes of concrete masonry make up the wall, the joint reinforcement must contain four longitudinal wires if those units are placed with face shell mortar bedding, as shown in Figure 711(b) If those units are
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Placement of Reinforcement, Ties/Anchors, and Flashing
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FIGURE 710
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Basic Joint Reinforcement Types
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(Panarese, Kosmatka, & Randall, Concrete Masonry Handbook, Portland Cement Association, 1991)
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laid with full mortar bedding, as is often done with 4-inch nominal width units, the 4-wire joint reinforcement could still be used, or it could be reduced to 2-wire (for two nominal 4-inch wyths) or 3-wire (for a nominal 4-inch wythe plus a wider wythe) joint reinforcement Ladder-type joint reinforcement is always appropriate, but trusstype should not be used when any one of a number of factors apply
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FIGURE 711
Longitudinal Wires in Joint Reinforcement
(Panarese, Kosmatka, & Randall, Concrete Masonry Handbook, Portland Cement Association, 1991)
to the construction Factors that contraindicate the use of truss-type joint reinforcement are: The masonry units in each wythe of a multi-wythe wall are of different materials The multi-wythe wall will contain insulation in the cavity
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When determining the appropriate type of joint reinforcement to use on a particular project, consideration should also be given to the sequence of construction
Vertical reinforcement must be placed in a single-wythe or multiwythe wall When the wythes are of different materials, the intrinsic volume change movement will be in opposite directions Because truss-type joint reinforcement is relatively stiff axially, it will not permit the differential in-plane movement, and wall bowing could result When a multi-wythe wall contains insulation in the cavity, the inner wythe is temperature-stable while the outer wythe can experience wide variations in temperature Thus the inner wythe will not exhibit the same volume changes as the outer wythe Truss-type joint reinforcement will restrain this differential movement, and wall bowing could result The last contraindication results from the fact that the diagonal wires in the truss-type joint reinforcement interfere with placement of the reinforcing bars Furthermore, the MSJC Code prohibits the use of truss-type joint reinforcement in walls that are designed to be non-composite by the allowable stress provisions When determining the appropriate type of joint reinforcement to use on a particular project, consideration should also be given to the sequence of construction When both wythes of a multi-wythe wall are laid up simultaneously, joint reinforcement with longitudinal wires in both wythes can be used, or alternatively a joint reinforcement with longitudinal wires in the concrete masonry wythe only and fixed tab ties into the clay wythe can be used However, these types should not be used when one wythe is not placed until after the first wythe is completed In that case, a joint reinforcement with adjustable ties (refer to Figure 38) should be used For continuity, joint reinforcement should be overlapped at least 6 inches at splices This relatively short splice length is sufficient because joint reinforcement develops a bond with the mortar by mechanical interlock at the cross wires At wall corners and at T intersections with perpendicular walls, continuity of the joint reinforcement is attained by the used of prefabricated corners and T s Manufacturers will fabricate these sections for any configuration of
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