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Abstract: Click here to preview
Chemical admixtures, which are primarily water-soluble substances, are discussed in detail and, in this report, are classified into 13 groups: airentraining; accelerating; water-reducing and set-retarding; admixtures for flowing concrete; admixtures for self-consolidating concrete; cold weather admixture systems; admixtures for very high-early-strength concrete; extended set control; shrinkage-reducing; corrosion-inhibiting; lithium; permeability-reducing; and miscellaneous. Chemical admixtures are used on a daily basis in the cast-in-place and precast concrete industries. Twelve categories of admixtures are described in detail as to type, current usage, and their effect on concrete in the plastic and hardened state. Their benefits and common usage are outlined. Each category of admixture addresses the benefits obtainable with their use in a properly proportioned concrete mixture, types of batching systems, control measures, and test placements for mixture design verification. Mixture designs using multiple chemical admixtures have become more common. Their successful usage requires proper compatibility and, often, setting times and early strengths that are proper for the placing environment. The potential benefits are highlighted to all members of the concrete team, concrete contractor, concrete producer, admixture supplier, and testing personnel. Finely divided mineral admixtures are addressed by ACI 232.2R “Use of Fly Ash in Concrete,” ACI 232.1R “Use of Raw or Processed Natural Pozzolans in Concrete” and ACI 234R “Guide for the Use of Silica Fume in Concrete.” Keywords: accelerating; admixture; admixture system; air-entraining; alkali-aggregate reaction; flowing concrete; high-range water-reducing admixture; permeability-reducing admixtures; self-consolidating concrete; shrinkage-reducing; water-reducing and set-retarding.
Contents: Chapter 1—Introduction, p. 4 1.1—Introduction Chapter 2—Definitions, p. 4 2.1—Definitions Chapter 3—General information, p. 5 3.1—Sustainability 3.2—Admixture benefits 3.3—Specifications for admixtures 3.4—Sampling and testing 3.5—Cost effectiveness 3.6—Selection and evaluation 3.7—Proportioning and batching Chapter 4—Air-entraining admixtures, p. 8 4.1—Introduction 4.2—Materials for air entrainment 4.3—Selection and evaluation 4.4—Applications 4.5—Proportioning concrete 4.6—Effects on fresh and hardening concrete 4.7—Effects on hardened concrete 4.8—Quality assurance 4.9—Batching 4.10—Storage Chapter 5—Accelerating admixtures, p. 12 5.1—Introduction 5.2—Materials 5.3—Selection and evaluation 5.4—Applications 5.5—Proportioning concrete 5.6—Effects on fresh and hardening concrete 5.7—Effects on hardened concrete 5.8—Corrosion of metals 5.9—Quality assurance 5.10—Batching 5.11—Storage Chapter 6—Water-reducing and set-retarding admixtures, p. 16 6.1—Introduction 6.2—Materials 6.3—Selection and evaluation 6.4—Applications 6.5—Dosage 6.6—Proportioning concrete 6.7—Effects on fresh and hardening concrete 6.8—Effects on hardened concrete 6.9—Batching and quality control 6.10—Storage Chapter 7—Admixtures for flowing concrete, p. 20 7.1—Introduction 7.2—Materials 7.3—Selection and evaluation 7.4—Applications 7.5—Proportioning concrete 7.6—Effects on fresh and hardening concrete 7.7—Effects on hardened concrete 7.8—Quality assurance 7.9—Storage Chapter 8—Admixtures for self-consolidating concrete, p. 23 8.1—Introduction 8.2—Materials for SCC admixtures 8.3—Selection and evaluation 8.4—Proportioning concrete 8.5—Effects on fresh and hardening concrete 8.6—Effects on hardened concrete 8.7—Quality assurance 8.8—Batching 8.9—Storage Chapter 9—Cold weather admixture systems, p. 28 9.1—Introduction 9.2—Materials 9.3—Selection and evaluation 9.4—Proportioning concrete 9.5—Batching 9.6—Trial placement 9.7—Placing and finishing 9.8—Effects on fresh and hardening concrete 9.9—Effects on hardened concrete 9.10—Quality assurance 9.11—Cost benefit 9.12—Storage Chapter 10—Admixtures for very high-earlystrength concrete, p. 30 10.1—Introduction 10.2—Materials for very high-early-strength concrete 10.3—Selection and evaluation 10.4—Proportioning concrete 10.5—Effects on fresh and hardening concrete 10.6—Effects on hardened concrete 10.7—Quality assurance 10.8—Batching 10.9—Storage Chapter 11—Extended set-control admixtures,p. 33 11.1—Introduction 11.2—Materials 11.3—Selection and evaluation 11.4—Applications 11.5—Proportioning concrete 11.6—Effects on fresh and hardening concrete 11.7—Effects on hardened concrete 11.8—Quality assurance 11.9—Batching 11.10— Storage Chapter 12—Shrinkage-reducing admixtures, p. 35 12.1—Introduction 12.2—Materials 12.3—Mode of action 12.4—Applications 12.5—Proportioning concrete 12.6—Effects on fresh and hardening concrete 12.7—Effects on hardened concrete 12.8—Quality assurance 12.9—Storage Chapter 13—Corrosion-inhibiting admixtures, p. 37 13.1—Introduction 13.2—Materials 13.3—Selection and evaluation 13.4—Applications 13.5—Proportioning concrete 13.6—Effects on fresh and hardening concrete 13.7—Effects on hardened concrete 13.8—Quality assurance 13.9—Storage Chapter 14—Lithium admixtures to reduce deleterious expansion from alkali-silica reaction,p. 44 14.1—Introduction 14.2—Materials 14.3—Mechanism 14.4—Dosage 14.5—Effects on concrete properties 14.6—Performance tests for effectiveness 14.7—Storage Chapter 15—Permeability-reducing admixtures,p. 46 15.1—Introduction 15.2—Materials 15.3—Selection and evaluation 15.4—Applications 15.5—Proportioning concrete 15.6—Effects on fresh and hardened concrete 15.7—Quality assurance 15.8—Batching 15.9—Storage Chapter 16—Miscellaneous admixtures, p. 50 16.1—Bonding admixtures 16.2—Coloring admixtures 16.3—Flocculating admixtures 16.4—Fungicidal, germicidal, and insecticidal admixtures 16.5—Rheology- and viscosity-modifying admixtures 16.6—Air-detraining admixtures 16.7—Storage Chapter 17—References, p. 52 17.1—Referenced standards and reports 17.2—Cited references
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