Page 121 - Masonry and Concrete
P. 121

Understanding Masonry
            120  CHAPTER FOUR



                            produce some effects, they can also reduce compressive strength,
                            impair bond, contribute to efflorescence, increase shrinkage, or cor-
                            rode metal accessories and reinforcing steel.
                               Set accelerators, often mistakenly referred to as “antifreeze” com-
                            pounds, are sometimes used in winter construction to speed cement
                            hydration, shorten setting time, increase early strength development,
                            and reduce the time required for cold-weather protection. Calcium
                            chloride accelerators cause corrosion of embedded steel anchors and
                            reinforcement. Nonchloride accelerators are a little more expensive
                            but less damaging to the masonry. Chlorides should not be used in
                            mortar or grout which contains embedded metals such as anchors,
                            ties, or joint reinforcement. Automotive antifreeze should never be
                            used in masonry mortar or grout.
                               Set retarders extend the board life of fresh mortar and grout for as
                            long as four to five hours by helping to retain water for longer periods
                            of time. Set retarders are sometimes used during hot weather to coun-
                            teract the effects of rapid set and high evaporation rates. With soft, dry
                            brick or block, set retarders are also sometimes used to counteract
                            rapid suction and help achieve better bond. Mortar with set retarders
                            cannot be retempered.
                               Integral water repellents reduce the water absorption of hardened
                            mortar by as much as 60%. They must be used in mortar for concrete
                            masonry units that have also been treated with an integral water repel-
                            lent. Using water-repellent-treated masonry units with untreated mor-
                            tar, or vice versa, can reduce mortar-to-unit bond and the flexural
                            strength of the wall. Reduced bond also allows moisture to penetrate
                            the wall freely at the joint interfaces, so the intended moisture resis-
                            tance of the water repellent treatment is negated. To achieve good bond
                            when using treated concrete block, the block manufacturer should sup-
                            ply a chemically compatible admixture for use in the mortar.
                               The most commonly used admixtures are natural and synthetic
                            iron oxide pigments used to produce colored mortar. Iron oxides are
                            nontoxic, colorfast, chemically stable, and resistant to ultraviolet radi-
                            ation. Iron oxides come in yellows, reds, browns, and blacks. Carbon
                            black and lampblack (used to make blacks and browns) are less
                            weather resistant than the iron oxides used to make the same colors.
                            Synthetic iron oxides have more tinting power than natural oxides, so
                            less pigment is required to produce a given color. Synthetic oxides



                   Downloaded from Digital Engineering Library @ McGraw-Hill (www.digitalengineeringlibrary.com)
                              Copyright © 2004 The McGraw-Hill Companies. All rights reserved.
                               Any use is subject to the Terms of Use as given at the website.
   116   117   118   119   120   121   122   123   124   125   126