Page 122 - Masonry and Concrete
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Understanding Masonry
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                                                                   UNDERSTANDING MASONRY


            also produce brighter, cleaner colors than natural iron oxides. Beyond
            a certain point, called the saturation point, the color intensity of the
            mortar does not increase in proportion to the amount of pigment
            added. Synthetic iron oxides generally are saturated at about 5% of the
            weight of the cement, and natural oxides at about 10%. Adding pig-
            ment beyond the saturation point produces little additional color.
               Colored mortar can be made at the job site from powdered or liquid
            pigments. Powdered pigments are used most frequently, and the
            majority are packaged so that one bag contains enough pigment to
            color one cubic foot of cementitious material (i.e., for each one-cubic-
            foot bag of masonry cement, portland cement, or lime, one bag of color
            is added). Pigment manufacturers supply charts which identify the
            exact number of bags of pigment required for various mortar propor-
            tions. Similarly, liquid colorants are generally packaged so that one
            quart of pigment is needed for each bag of cementitious material. Liq-
            uid pigments create less mess and blowing dust than dry powders, but
            they also cost more. The same pigments used to color mortars are used
            to produce colored concrete masonry units. Some manufacturers mar-
            ket colored masonry cements, mortar cements, and prebagged port-
            land lime mortar mixes in which pigments are preblended in the bag
            with the other ingredients. These will generally produce mortar colors
            that range from white, cream, buff, tan, and pink to chocolate brown.
            This is the easiest way to get colored mortar.
               Shrinkage-compensating admixtures (commonly called  grouting
            aids) are often used in grout which typically shrinks 5–10% after
            placement as the surrounding masonry units absorb water. To mini-
            mize volume loss, maintain good bond, and give workers more time to
            vibrate the grout before it stiffens, these specially blended admixtures
            expand the grout, retard its set, and lower the water requirements.
            Admixtures can also be used to accelerate grout set in cold weather or
            retard set in hot weather. Superplasticizers may be used in hot weather
            to increase grout slump without adding water or reducing strength.

            4.6.6 Mortar and Grout Mixes
            For years there has been controversy over the relative merits of mor-
            tars made with portland cement and lime versus mortars made with
            masonry cement. Historically, portland cement and lime mortars have
            higher flexural bond strengths than masonry cement mortars. Higher



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