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ACI 211.7R
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ACI 211.7R 2015 Edition, May 1, 2015 Guide for Proportioning Concrete Mixtures with Ground Limestone and Other Mineral Fillers
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Description / Abstract:
INTRODUCTION
This guide provides recommendations for proportioning normalweight concrete with ground limestone and dust-offracture mineral fillers. It is intended to supplement ACI 211.1. Proportioning methods for ground limestone and for dust-of-fracture mineral filler are discussed separately.
Mineral filler is defined as a finely divided mineral product at least 65 percent of which passes the No. 200 (75 μm) sieve. Ground limestone is a purposefully manufactured fine product composed primarily of calcium carbonate and with particles sized within narrow ranges. Ground limestone has been used successfully in concrete in Europe for decades, either added to the concrete mixture separately from the cement or interground with clinker to form portland-limestone cement.
Dust-of-fracture mineral filler is rock dust created during production, processing, or handling of quarried stone. Such materials are not purposefully manufactured and can vary in mineral composition and other physical characteristics, depending on the parent stone from which they are derived, the crushing process, and the washing or air separation process.
This guide does not address precipitated calcium carbonate or material finer than the No. 200 (75 μm) sieve in natural sand. Although ground limestone typically falls within the definition of mineral filler, it is dealt with separately in this guide from other mineral fillers. It is manufactured under controlled conditions to be a consistent product. Dustof- fracture mineral filler consisting primarily of calcium carbonate is not considered ground limestone.
The aggregate suspension mixture proportioning method described in ACI 211.6T has been used to proportion concrete with ground limestone and dust-of-fracture mineral filler.
Concrete mixture proportioning is becoming more critical with changing government regulations and policies for sustainable development in the construction industry. Ground limestone has a lower embodied energy and lower CO2 emission during its production than an equivalent mass of portland cement. This guide can facilitate the use of ground limestone and other mineral fillers as a means of optimizing the cementitious materials content of concrete, thereby increasing sustainability.
Applicability of these materials is not limited to a select class or type of concrete but can be considered for use in a wide variety of applications and production methods. The described proportioning methods provide a first approximation of proportions intended for trial batches in the laboratory or field, which should be adjusted as necessary to produce the desired characteristics of the concrete.
Ground limestone and dust-of-fracture mineral filler can also be used in structural lightweight concrete. The principles described herein can be similarly used to modify ACI 211.2 to incorporate these materials.
This guide provides recommendations for proportioning normalweight concrete with ground limestone and dust-offracture mineral fillers. It is intended to supplement ACI 211.1. Proportioning methods for ground limestone and for dust-of-fracture mineral filler are discussed separately.
Mineral filler is defined as a finely divided mineral product at least 65 percent of which passes the No. 200 (75 μm) sieve. Ground limestone is a purposefully manufactured fine product composed primarily of calcium carbonate and with particles sized within narrow ranges. Ground limestone has been used successfully in concrete in Europe for decades, either added to the concrete mixture separately from the cement or interground with clinker to form portland-limestone cement.
Dust-of-fracture mineral filler is rock dust created during production, processing, or handling of quarried stone. Such materials are not purposefully manufactured and can vary in mineral composition and other physical characteristics, depending on the parent stone from which they are derived, the crushing process, and the washing or air separation process.
This guide does not address precipitated calcium carbonate or material finer than the No. 200 (75 μm) sieve in natural sand. Although ground limestone typically falls within the definition of mineral filler, it is dealt with separately in this guide from other mineral fillers. It is manufactured under controlled conditions to be a consistent product. Dustof- fracture mineral filler consisting primarily of calcium carbonate is not considered ground limestone.
The aggregate suspension mixture proportioning method described in ACI 211.6T has been used to proportion concrete with ground limestone and dust-of-fracture mineral filler.
Concrete mixture proportioning is becoming more critical with changing government regulations and policies for sustainable development in the construction industry. Ground limestone has a lower embodied energy and lower CO2 emission during its production than an equivalent mass of portland cement. This guide can facilitate the use of ground limestone and other mineral fillers as a means of optimizing the cementitious materials content of concrete, thereby increasing sustainability.
Applicability of these materials is not limited to a select class or type of concrete but can be considered for use in a wide variety of applications and production methods. The described proportioning methods provide a first approximation of proportions intended for trial batches in the laboratory or field, which should be adjusted as necessary to produce the desired characteristics of the concrete.
Ground limestone and dust-of-fracture mineral filler can also be used in structural lightweight concrete. The principles described herein can be similarly used to modify ACI 211.2 to incorporate these materials.