Concrete Innovations
Lionel Lemay, PE, SE, LEED AP Donn C. Thompson, AIA, LEED AP BD+C
Concrete Innovations Lionel Lemay, PE, SE, LEED AP Donn C. - - PowerPoint PPT Presentation
Concrete Innovations Lionel Lemay, PE, SE, LEED AP Donn C. Thompson, AIA, LEED AP BD+C About the Course Learning Units AIA-CES (1 LU/HSW - 1 PDH) Learning Objectives Understand new technologies used in concrete manufacturing.
Lionel Lemay, PE, SE, LEED AP Donn C. Thompson, AIA, LEED AP BD+C
Learning Units
Learning Objectives
performance.
infrastructure projects.
resilience and sustainability in the built environment.
– 6.13 billion square meters
constructed. – 3729 million metric tons CO2 per year.
– embodied carbon emissions and operational carbon emissions will be roughly equivalent.
building materials produce 11% of annual global GHG emissions.
produce ~9% of annual global GHG emissions.
more robust materials like concrete.
environmental impacts?
– Roman Concrete – Volcanic ash (pozzolana) – Aggregate (rock, crushed tile, brick)
– Photocatalytic Concrete – Self cleaning
innovation
some form of innovation
– No limitations on materials and quantities
– NRMCA qualified plants and technicians
– ASTM Qualified testing labs – ACI Qualified technicians
webinar www.buildwithstrength.com/education
– Decreases water demand – Decreases cement demand
– Improves workability
– Can compensate for high SCMs
– See guide spec and upcoming webinar
Cement Type Description Notes Type IL (X) Portland-Limestone Cement 5% and 15% percent interground limestone Type IS (X) Portland-Slag Cement up to 70% slag cement Type IP (X) Portland-Pozzolan Cement up to 40% pozzolan. Fly ash is the most common. Type IT (X)(X) Ternary Blended Cement
– A latent hydraulic material – Minimal pozzolanic behavior
– Siliceous or siliceous and aluminous material – Little or no cementitious value – With moisture reacts with calcium hydroxide – Fine form
the good stuff not so good stuff
Alkali/lime Activator (cement) Pozzolanic Hydraulic Pozzolanic Hydraulic
reinforcement congestion
foundation
creating higher ceilings
fly ash from landfills
beneficiation to meet construction standards
– Reduce amount of unburned carbon – Reduce ammonia – Adjust particle size
rating
concrete footprint by 30%
hardened binder
hydroxide
– 3,500 psi or higher at 24 hours – 8,000 to 10,000 psi at 28 days – Lower drying shrinkage – Lower heat of hydration – Improved chloride permeability – More resistant to acids – More fire resistance
process
– Optimal balance of calcium-rich fly ash, nanosilica and calcium oxide – Less than 5% of the traditional sodium-based activator
projects
geopolymer precast concrete
footprint of construction materials
penetrates the surface of hardened concrete and chemically reacts with cement hydration products to form carbonates
conditions
– all of the CO2 emitted from calcination could be sequestered via carbonation. – Real world conditions are usually far from ideal.
surface-to-volume ratio is high
exposed to air.
Uptake by Cement Carbonation,” Nature Geoscience
– Estimates cumulative CO2 sequestered in concrete is 4.5 Gt 1930-2013 – 43% of the CO2 emissions from production of cement – Carbonation of cement products represents a substantial carbon sink.
U.S. forest each year
temperatures
atmosphere in curing chamber
weight
reduced by 70%
CO2 treated fly ash (or other SCM)
– Reduces cement demand
– Increased durability
metric ton of product
concrete
– 1 yd3 of concrete contains 3,000 lbs of aggregate – Roughly 1,320 lbs of sequestered CO2 – Offsets considerably more than the amount of CO2 generated during cement production (roughly 600 lbs per yd3)
– Paved surfaces with repeated loading
– Viaduct dampers – Earthquake resistance in tall buildings
– Keeps cracks relatively small – Natural reactions through carbon mineralization – Repairs the cracks and restores the durability
300-500 times more tensile strain capacity than normal concrete
mullions
drying shrinkage
wall between forms made of rigid polystyrene insulation
(several taller in Canada)
panelizing the ICF blocks
reinforcing steel
aggregate and admixtures called superplasticizers and viscosity-modifiers
– Less finishing – No mechanical vibration – Improves uniformity – Smoother surfaces
cementitious materials to as low as 0.25
Michael Wymant MWymant@nrmca.org (847) 376-9044 Patrick Matsche PMatsche@nrmca.org (415) 672-5275 Chris Dagosta CDagosta@nrmca.org (602) 930-3793 Lionel Lemay Llemay@nrmca.org (847) 918-7101 Majile McCray MMcCray@nrmca.org (240) 429-3999 Derek Torres DTorres@nrmca.org (973) 876-0938 Donn Thompson DThompson@nrmca.org (224) 627-3933 Doug O’Neill DONeill@nrmca.org (716) 801-6546 Frank Gordon FGordon@nrmca.org 865-719-2861
John Loyer JLoyer@nrmca.org (703) 675-7603 Tien Peng TPeng@nrmca.org (206) 913-8535 James Bogdan JBogdan@nrmca.org (412) 420-4138 Lionel Lemay Llemay@nrmca.org (847) 918-7101 Scott Campbell SCampbell@nrmca.org (502) 552-5034 Shamim Rashid-Sumar SSumar@nrmca.org (917) 484-1960
www.buildwithstrength.com/education