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Concrete and Calcium Nitrate Introduction to an effective setting accelerator Dr.-Ing. Wolfram Franke Yara Industrial Application Development Yara Technology Center [email protected] www.yara.com
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Introduction to an Effective Concrete Setting Accelerator – Yara NitCal

Jul 16, 2015

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Page 1: Introduction to an Effective Concrete Setting Accelerator – Yara NitCal

Concrete and Calcium Nitrate

Introduction to an effective setting accelerator

Dr.-Ing. Wolfram Franke Yara Industrial

Application Development Yara Technology Center

[email protected]

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General demand for non-corrosive accelerator

– Setting Accelerators are required to improve performance and productivity

– Chloride-based accelerators cause severe corrosion damage

Yara* performs systematic research on possible industrial applications for calcium nitrate

– In 1992 Norsk Hydro approached SINTEF, Trondheim/Norway, to start in-depth research of possible concreting applications

* formerly Norsk Hydro

Why Calcium Nitrate?

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What brought the breakthrough ?

A unique project involving CN was the construction of the “Troll” oil/gas platform in the North Sea (construction 1991-1994)

Slip formation led to the need for a plasticizer - Productivity went down: – A non-corrosive accelerator was needed

Troll: the largest movable structure on Earth

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Calcium Nitrate (CN) as a molecule

– Setting: Calcium speeds up the early hydration stage– Strength enhancement and Corrosion inhibition: Calcium reduces porosity– Corrosion Inhibition: Nitrate oxidizes dissolved rebar iron and forms a

protective layer around rebar, comparable to the effect of Nitrite

CN benefits over comparable alternatives

– CN does not corrode reinforcement, unlike Calcium Chloride– CN does not provoke alkali aggregate reactions, unlike Sodium Nitrate or

Sodium Nitrite – CN is environmental friendly, unlike Calcium Nitrite

What does Calcium Nitrate do ?

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CN is a setting accelerator– Start of setting is shifted forward

in time– The reactions intensity within

setting is not affected (no hardening accelerator)

Efficiency depends strongly on type of cement

– CEM I 52.5, CEM II-V, CEM II-L benefit over full temperature range

– CEM I 42.5 benefits on low temperatures only

Calcium Nitrate as a setting accelerator

© H

. Jus

tnes

152 02 530354 04 5505560

0 3 6 9 12 15 18 2 1 24

tem

pera

ture

in d

eg C

t ime of experiment in h

Temperature development(cement paste, w/ c = 0 .4 5, 2 0 deg C)

CEM II A-V 42.5 R

CEM II A-V 42.5 R + 1CN

CEM I 52.5 N "white"

CEM I 52.5 N "white" + 1CN

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HESQ: Product and Application development for high quality concrete production

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CN as water-free molecule is difficult to obtain and handle

– Strong oxidizer with challenging REACH classification

– Not available on the market

CN needs are provided as specialized products with improved handling and storage properties

– Liquids: • CN solutions with different

concentrations– Solids:

• Calcium-Ammonium-Nitrate (free flowing granule)

• Calcium-Potassium-Nitrate(free flowing granule)

• CN tetra hydrate(wet powder)

How to get Calcium Nitrate ?

0 % 20 % 4 0 % 60 % 8 0 % 10 0 %

CN 45% old

CN 45% new

CN 50 % old

CN 50 % new

NitCal

N itCal/K

CN Tetrahydrate

Composition of CN products

Ca(NO3)2 NH4NO3 or KNO3Crystal Water Free Water

???

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Market support Coordination of external R&D Customer communication Workshops and technical meetings on NitCal Concept development Screening tests, pre-testing (ISO certified production)

Certified testing Expertise Market Support

Special projects on Lignosulphonate and NitCal

Durability testing

Corrosion Inhibition, Models, Simulation

Market Support, Research and Development to ensure high quality concrete production

University of CaliforniaUCLA

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The recommended CN dosages depend strongly on – Cement type used, the “antifreeze” feature in particular demands prior testing– Purpose of dosage

CN dosages refer to CN active contents – important when blends, hydrates and solutions are used!

Which dosages are recommended ?

0 1 2 3 4 5

Setting Accelerator(reduce setting time up to 50%)

Counteraction of Plasticiser(reduce setting time by 4h at +20°C)

Antifreeze(reduce setting time by up to 3h at +5°C)

Strength enhancement(additional 10% of compressive strength)

Corrosion Inhibitor(increasing duration to corrosion start by 20%)

dosage as % of cement weightcharacteristic up to(Given recommendations need to be proven in pre-tests with the local cement)

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Thank you for your attention!

Yara Porsgrunn Plant

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• Yara disclaims all responsibility and liability for any expenses, losses, damages and costs incurred as a result of relying on or using the information contained in this document. Yara reserves the right to adjust and revise this document at any time.

• Any forward-looking statement made by Yara in this document is based only on information currently available to Yara and speaks only as of the date on which it is made. Yara undertakes no obligation to publicly update any forward-looking statement.

• No rights, including, but not limited to, intellectual property rights, in respect of this document are granted to any recipient unless specifically stated.

• ©Yara International ASA. All rights reserved.

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