Recycling EoL Concrete 4 - TU...

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Delft University of Technology Recycling of End of Life Concrete to New Concrete (PPT) Di Maio, Francesco; Rem, Peter; Lotfi, Somi; Bakker, Maarten; Xia, Han; Hu, Mingming Publication date 2016 Document Version Final published version Citation (APA) Di Maio, F., Rem, P., Lotfi, S., Bakker, M., Xia, H., & Hu, M. (2016). Recycling of End of Life Concrete to New Concrete (PPT). 2016 International Concrete Sustainability Conference, Washington, United States. Important note To cite this publication, please use the final published version (if applicable). Please check the document version above. Copyright Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons. Takedown policy Please contact us and provide details if you believe this document breaches copyrights. We will remove access to the work immediately and investigate your claim. This work is downloaded from Delft University of Technology. For technical reasons the number of authors shown on this cover page is limited to a maximum of 10.

Transcript of Recycling EoL Concrete 4 - TU...

Page 1: Recycling EoL Concrete 4 - TU Delftpure.tudelft.nl/ws/files/11984198/ICSC_Recycling_EoL_Concrete_DiM… · Strukton-Theo Pouw-Heidelberg Cement -Holcim -DV -Laser 2000 –Inashco-TU

Delft University of Technology

Recycling of End of Life Concrete to New Concrete (PPT)

Di Maio, Francesco; Rem, Peter; Lotfi, Somi; Bakker, Maarten; Xia, Han; Hu, Mingming

Publication date2016Document VersionFinal published version

Citation (APA)Di Maio, F., Rem, P., Lotfi, S., Bakker, M., Xia, H., & Hu, M. (2016). Recycling of End of Life Concrete toNew Concrete (PPT). 2016 International Concrete Sustainability Conference, Washington, United States.

Important noteTo cite this publication, please use the final published version (if applicable).Please check the document version above.

CopyrightOther than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consentof the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Takedown policyPlease contact us and provide details if you believe this document breaches copyrights.We will remove access to the work immediately and investigate your claim.

This work is downloaded from Delft University of Technology.For technical reasons the number of authors shown on this cover page is limited to a maximum of 10.

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Challenge the future

Recycling of End of Life Concrete to New Concrete

Francesco Di Maio1, Peter Rem1 Somayeh Lotfi1,

Maarten Bakker1, Han Xia1, Mingming Hu2,

1

2016 International Concrete Sustainability Conference,Washington, May 15-18, 2016

2

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Challenge the future

� Political influence

� Growing demand to improve resource efficiency� Growing demand of high quality secondary raw materials

� Environmental� Growing demand for green waste management technologies� Policy and regulations concerning pollution and land use

� Social� Growing demand of high quality secondary raw materials

� Economic� Wastes are increasingly seen as resources to be exploited rather than

a burden� Capital demand

Key Factors affecting the industry:

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Challenge the future

� 2.3 bn tons of concrete is annually produced in EU

� 380 M tons of end-of-life concrete in generated in EU

� 47% average recycling rate of C&DW in EU

�Only 2.2 % of the concrete produced in NL contains RCA

� Decreasing demand for road foundation materials

Recycling potential in EU

Construction and Demolition Waste = C&DWRecycled Concrete Aggregates = RCAData of 2014

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Challenge the future

C2CA solution

Strukton - Theo Pouw - Heidelberg Cement - Holcim - DV - Laser 2000 – Inashco - TU Delft – La

Sapienza Roma - AGH University - FORTH - BSC – Leiden University - TU Denmark

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Challenge the future

Overall view of C2CA TechnologySmart demolition, Crushing, High-quality products

“Clean” concrete

Smart demolition

EOL Concrete

EOL Building

Crushed mineral

Steel rebar

Contaminants

Crushing

4-16 aggregate

0-4 sand

Cement paste

C2CA recycling

technology

>16 aggregate

Existing building

materials & construction industries

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Challenge the future

Economy

Essential to minimize process cost

Price

levels

/ton

Time

Recession, dredging project, ..

max. recycling process cost:

5 €/t NL, 2015

12 €

6 €

3 €

-3 €

Range of buying price crushed concrete

Large road construction projects

Aggregate prices

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Challenge the future

Is concrete–to–concrete possible?

Economy pushes innovations on technology and business models

Business model:

- Avoid/minimize transfer of ownership/trading fees

- Avoid transport (both number and distance)

- Create transparency about quality

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Challenge the future

Is concrete–to–concrete possible?Avoid transport: primary raw materials base case

Mortar facility

Demolition site

Natural aggregate

Cement kiln

Ready mix concrete

Cement

“CaCO3”

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Challenge the future

Is concrete–to–concrete possible?Avoid transport: Recycling at mortar facility

Mortar facility + recycling

Demolition site

Crushed concrete

Cement kiln

Ready mix concrete

CementCement paste

Short distance

Long distance

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Challenge the future

Is concrete–to–concrete possible?Recycling at mortar facility, high-Ca cement paste

• Recycling at the mortar facility has favorable economy of scale wrt demolition sites and leads to minimal transport and material transfer

• Minimal trading fee based on trust relation demolition company – mortar facility or based on on-line quality control

• High-Ca cement paste product needed to minimize transport over long distances

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Challenge the future

Is concrete–to–concrete possible?

Constraints on technology and business model

Technology:

- Only cheap unit processes (0.5 – 2 €/ton)

- No residues (land fill costs are prohibitive in NL)

- High-quality products: better than natural

wherever possible

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Challenge the future

C2CA recycling processProcess flow sheet: only cheap unit processes

Material processed in moist condition

Cement paste

4-16 mm aggregate

Single (small) residue stream

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Challenge the future

C2CA process costs

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Challenge the future

+16 mm has varying levels of

wood, plastics and metalcontaminants

Why use NIR sorter on >16 mm? Wood, metal and plastic contaminants

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Challenge the future

Tests NIR (near infrared) sensor

Principle of TITECH autosort

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Challenge the future

NIR Sensor

Tests NIR (near infrared) sensor

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Challenge the future

Ejected contaminants after NIR sorting

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Challenge the future

Why ADR treatment?

contaminated 0-4 mm fraction

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Challenge the future

Rotor fraction

Products from crushed concrete by ADR: coarse (left) and fine (right)

Why ADR treatment?

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Challenge the future

Separation and thermal-mechanical treatment

of contaminated 0-4 mm fraction

Why ADR treatment?

contaminated 0-4 mm fraction

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Challenge the future

Mobile ADR technology of Inashco R&D

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Challenge the future

EoL concrete recycling at Theo Pouw

Industrial demonstration (120 t/h)When: on June 10, 2016Where: Hoorn, The Netherlands

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Challenge the future

Location C2CA (HOORN)

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Challenge the future

Thermal-mechanical treatment of 0-4 mm fraction

Lab scale ball-mill

� Heating of the 0-4 mm and milling to concentrate more cement into the 0-0,250mm fraction

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Challenge the future

Product qualityCan we achieve equal or better results than with natural raw materials?

Options that would add value:

• Recycled aggregate: higher strength; faster strength; more durable

• Cement: Calcium Silicates (old cement paste) can be used in the cement kiln to reduce CO2 emissions; Calcium Silicates can be used in low-temperature cements

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Challenge the future

Product quality: C2CA aggregate

Compressive strength after 2 and 28 days, reference sample with 100% naturalaggregates in comparison with concrete samples with 20%, 50% and 100% substitutionof recycled aggregates: trials by Holcim

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Challenge the future

Compressive strength after 2 and 28 days, reference sample with 100% naturalaggregates in comparison with concrete samples with 20%, 50% and 100%substitution of recycled aggregates: trials by Heidelberg

Product quality: C2CA aggregate

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Challenge the future

Comparison between compressive strength of concrete with 100% of natural aggregate( ) with concrete with 100% of recycled aggregates ( ) at different ages: trials by AGH University

Product quality: C2CA aggregateStrength development much faster for recycled aggr.

C2CA aggregate

Natural aggregate

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Challenge the future

Product quality: C2CA aggregateConcrete quality depends strongly on production process, not just on raw materials

Conclusions:

• Recycled aggregate can provide strength development essentially beyond that reached with natural aggregate, using the same amount of cement

• Procedure for making concrete from recycled aggregate is different, akin to procedures used with light aggregate

• Key is in high-level understanding of concrete production process

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Challenge the future

Cement paste produced from 0-4mm

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Challenge the future

Compressive strength test 0-4 mm sand

Results of the compressive strength test of mortar samples Comparison with natural confirms the quality of the recycled sand

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Challenge the future

Product qualityCan we achieve equal or better results than with natural raw materials?

Conclusions:

• Recycled aggregate: faster strength; not stronger, not more durable

• Cement: Calcium Silicates (C2CA: 50% of old cement paste) can be used in the cement kiln to reduce CO2

emissions;

• Calcium Silicates can be used in low-temperature cements (indication from the market)

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Challenge the future

LIBS Quality Assessment

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Challenge the future

HISER Project

Holistic Innovative Solutions for an Efficient Recycling and Recovery of

Valuable Raw Materials from Complex Construction and Demolition Waste

(HISER) project is co-financed in the framework of the biggest EU Research and

Innovation Programme - Horizon 2020.

HISER project is an answer to European challenges that have been identified in the

construction and demolition sector such as:

• the need to move towards highly efficient paradigms of recovery of valuable raw

materials in priority waste streams within the EU28,

• the need for progress in novel recycling technologies for complex Construction and

Demolition Waste,

• the need for novel solutions stimulating selective sorting at source of materials

arising from demolition and refurbishment works.

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Challenge the future

HISER objectivesThe main objective of HISER is to develop and demonstrate novel cost-effective holistic

solutions (technological and non-technological) to increase the recovery rates from

increasingly complex Construction and Demolition Wastes (C&DW), according to the principles

of circular economy approach throughout the whole value chain in the construction sector.

The following solutions are proposed within the project:

• harmonized procedures, supplemented by an intelligent tool and systems for traceability ofthe supply chain, for highly-efficient sorting at source in demolition and refurbishmentworks,

• advanced sorting and recycling technologies with automated quality control for theproduction of high purity raw materials from complex C&DW,

• development of optimized construction products (such as low embodied energy cements,green concretes, bricks, gypsum plasters and gypsum plasterboards or extrudedcomposites) with higher rates of recycled materials.

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Challenge the future

Thank you

Francesco Di Maio

Email address: [email protected]

www.C2CA.euwww.hiserproject.eu

AcknowledgementsThe project is realized with the financial support of the European Commission in the framework of the FP7 Collaborative project. Grant Agreement No. 265189.

The project has received funding from the European Union’s Horizon 2020 research and innovation program under grant agreement No 642085.