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TABLE 83 Protection During Hot Weather Per MSJC 1999 and MSJC 2002 Environmental Conditions Ambient temperature over 100 F (378 C) or Ambient temperature over 90 F (322 C) with wind velocity over 8 mph (129 km/h) Protection After Placement Fog spray all newly constructed masonry until damp, at least 3 times a day until the masonry is 3 days old
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(Specification for Masonry Structures ACI 5301/ASCE 6/TMS 602, Masonry Standards Joint Committee)
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construction, and protection provisions included in the MSJC Specification The provisions in the 2002 edition of that standard were unchanged from those in the 1999 edition These provisions are minimum requirements to prevent dry-out of mortar and grout and to allow for proper curing
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MASONRY CONSTRUCTION DURING COLD WEATHER
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Strength development of mortar and grout do not occur when the temperature is below 40 F (44 C) or sufficient water is not available Cement hydration, the chemical process between cement and water that also releases heat, likewise stops below 40 F (44 C) Mortar that has frozen while in the plastic state (prior to hardening) outwardly appears to have hardened It is able to support loads and bonds to surfaces However, since water expands when it freezes, mortar may be damaged by the freezing process Even in the absence of disruptive expansion, frozen mortar has reduced strength After thawing, once-frozen mortar should be provided with additional water to reactivate the cement hydration process and permit strength gain Desirable mortar properties for construction during cold weather include higher strength and lower water retentivity (that is, more water is given up to the masonry unit in suction) Type S mortar is recommended Mortar materials should be mixed in a mechanical mixer for the shortest period of time consistent with the ASTM C 270 standard (ie, 3 minutes rather than 5 minutes) Water or sand used in the mortar should be heated to produce mortar temperatures between 40 F (44 C) and 120 F (489 C) The reason for the lower limit has already been explained The upper limit is based on the fact that cement will flash set at that temperature and be unusable Use of Type III, high early strength cement, is advantageous in cold weather construction because its rapid strength
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development balances the slower setting rate that occurs in cold temperatures Cold weather precautions must still be performed, however, even when Type III cement is used When grout freezes, bond to the masonry and reinforcement is reduced Because of the high water content in grout, expansive forces generated as the water freezes can result in cracking of the masonry units If Type III, high early strength cement is used in the grout, the protection periods after construction are reduced from 48 hours to 24 hours according to the 2002 MSJC Specification Other cold weather precautions must still be implemented The most commonly used admixtures for mortar during cold weather construction are anti-freezes and accelerators Some antifreezes are actually misnomers for accelerators, but true anti-freezes include alcohol If the quantity of alcohol is sufficient to lower the freezing point of the mortar, compressive and bond strengths are reduced Therefore, anti-freeze admixtures are not recommended Accelerator admixtures speed hydration of portland cement They do not prevent the mortar or grout from freezing Use of an accelerator may reduce the required protection period but does not eliminate the need for protection or other appropriate cold weather precautions Calcium chloride is an effective accelerator, but it promotes corrosion of embedded metals in the masonry It can also contribute to masonry efflorescence and spalling Consequently, use of calcium chloride is not recommended Absorptive masonry units suck water from the mortar into the pores of the unit This action reduces water in the mortar and reduces the potential for disruptive expansion of water in the mortar while plastic Conversely, masonry units with low absorptive characteristics do not have the ability to reduce the expansion potential of frozen water in the mortar because they do not remove enough water from the mortar Consequently, units with high initial rates of absorption are more desirable during cold weather construction When using units with low absorption rates (initial rate of absorption less than 5g/min/30in2), completed construction may need to be protected for longer periods than those recommended by industry standards The temperature of the masonry units also has an effect on the freezing potential of the masonry Excessively cold masonry units, even though dry, may rapidly withdraw heat from the mortar and increase the freezing rate The rate at which masonry freezes is dependent upon several factors: mortar temperature and properties; masonry unit temperature and properties; and severity of the temperature and wind
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