Characteristics of waste streams and requirements for recycling processes Executive summary

Similar documents
Definition of technical requirements of secondary raw materials Executive summary

Howard Epstein, RVA, FRANCE. Valoxy: A Sustainable Alternative Source of Alumina

Concrete Technology. 1- Neville, AM and Brooks J.J." Concrete Technology" Second Edition, 2010.

By-Products from EAF Dust Recycling and Their Valorisation. Vlad POPOVICI

CHAPTER 3 MATERIAL PROPERTIES AND MIX PROPORTIONS

DEVELOPMENT OF BLENDED CEMENT FROM ACTIVATED AND SINTERED FLY ASH

CHAPTER 3 MATERIALS AND MIX PROPORTIONING

RECYCLING OF SPENT REFRACTORIES. Melvyn Bradley, Technical Director, LKAB Minerals

Utilization of micro silica as partial replacement of OPC & SRC in concrete

CHAPTER 3 PROPERTIES OF MATERIALS

Assistant Professor, 3 PG Student 1,2,3. Civil Engineering Department 1

Recycled Alumina from Aluminium Salt Slag: Origins & Applications. Howard Epstein

Recent progress of hot stage processing for steelmaking slags in China considering stability and heat recovery. Guangqiang Li, Hongwei Ni

FISSAC: FOSTERING INDUSTRIAL SYMBIOSIS FOR A SUSTAINABLE RESOURCE INTENSIVE INDUSTRY ACROSS THE EXTENDED CONSTRUCTION VALUE CHAIN

Howard Epstein, RVA, FRANCE. Developments in Sustainable Sources of Minerals: Alumina from Aluminium Salt Slag

Granular material for use in the construction industry. Aggregates can be natural, industrially manufactured

CEMENT MANUFACTURING PROCESS

VCAS White Pozzolans

MSE 351 Engineering Ceramics I

How to Read a Portland Cement Mill Test Report

Energy Saving Measures in. Cement Industry

CHAPTER-6: SUMMARY AND CONCLUSIONS

FROM QUARRY TO STRENGTHS: HOW COMPOSITION OF RAW MEAL AFFECTS CLINKER QUALITY AND CEMENT ADDITIVES FORMULATION

Use of MSWI by-products. H.J.H. Brouwers M.V.A. Florea P. Tang K. Schollbach Q. Alam V. Caprai

CHAPTER-3 PROGRAMME 121

Behaviour of Glass Fibre Reinforced Concrete Using Ultra Fine Micro silica and Copper Slag IJETED

CIV2226: Design of Concrete and Masonry Structures

Fused Magnesia Trends. Global Outlook. Asım Bilge MagForum 2016, Vienna Kümaş Manyezit San. A.Ş.

Mineral-based secondary binders, utilization, and considerations in mix design. Exercise 5

STUDY OF USAGE OF BOTTOM ASH AS PART REPLACEMENT OF SAND FOR MAKING CONCRETE BLOCKS

Chemical Activation of Low Calcium Fly Ash Part 1: Identification of Suitable Activators and their Dosage

Fly Ash, Slag, Silica Fume, and Natural Pozzolans

Performance of alusilica as mineral admixture in cementitious systems

Cement industry Industrial emissions IPPC

Experimental Study on Partial Replacement of Coarse Aggregate with Ceramic Tile Wastes and Cement with Glass Powder

CHARACTERISATION OF THE REACTIVITY OF CEMENT CONSTITUENTS

EXPERIMENTAL INVESTIGATION ON CONCRETE WITH CERAMIC WASTE AS A PARTIAL REPLACEMENT OF FINE AGGREGATE

Study of the Compressive Strength of Concrete with Various Proportions of Steel Mill Scale as Fine Aggregate

INVESTIGATIONONS ON USE OF JAROSITE AS SET CONTROLLER IN CEMENT

High Volume Fly Ash Concrete Building with Blended Cement at Amethi

Experimental Investigation of Concrete with Glass Powder as Partial Replacement of Cement

International Journal of Advance Research in Engineering, Science & Technology

EXPERIMENTAL INVESTIGATION ON STRENGTH AND DURABILITY CHARACTERISTICS OF HIGH PERFORMANCE CONCRETE USING GGBS AND MSAND

FEASIBLE USE OF RECYCLED CONCRETE POWDER AS A KIND OF MINERAL ADMIXTURE

Size and Dosage of Micro Silica Fume Behaviour for Partial replacement of Cement in Concrete

Investigations on Composite Cement containing Indian fly ash and Granulated Blast Furnace Slag

Following are key codes & standards to remember for Civil Estimators to prepare the tender/bid proposal in correct manner.

Technical Committee on Hydraulic Cement and Supplementary Cementing Materials

Concrete Technology. Brief Recap

AN EXPERIMENTAL STUDY ON FIBER REINFORCED AERATED BLOCKS USING CERAMIC WASTE

IRISH CEMENT PLATIN INVESTING IN OUR FUTURE

APPLICATION OF STAINLESS STEEL SLAG WASTE AS A PARTIAL REPLACEMENT TO MANUFACTURE CEMENT MORTARS

Comparison of Properties of Fresh and Hardened Concrete Containing Finely Ground Glass Powder, Fly Ash, or Silica Fume

South Asian Journal of Engineering and Technology Vol.3, No.7 (2017) 46-52

Admixtures. Lecture No. 12

Fly Ash as Supplementary Cementious Material in Portland Pozzolana Cement Concrete

CERAMIC MATERIALS I. Asst. Prof. Dr. Ayşe KALEMTAŞ

CONTROLLING ENVIRONMENTAL POLLUTION THROUGH CONCRETE TECHNOLOGY

Experiences in using alternative fuels in Europe and Germany

CATALOGUE OF PRODUCTS

Index Terms- Copper Slag (CS), Silica Fume (SF), Physical Properties, Compressive Strength, Flexural Strength.

General Stabilization Methods

Magnesium Aluminate Spinels

EXPERIMENTAL STUDIES ON EFFECTIVE WAY OF UTILIZING SUGARCANE BAGASSE ASH AS SUPPLEMENTARY CEMENTITIOUS MATERIAL IN CONCRETE

EFFECTS OF ADDITIVES ON GYPSUM SLURRY BEHAVIOUR

Effect of high temperature and type of cooling on some mechanical properties of cement mortar

Official Journal of the European Union L 181/65

Experimental Study of RHA Concrete

PALM KERNEL HUSK ASH (PKHA) AS AN ADMIXTURE (ACCELERATOR) IN CONCRETE

Quality improvers for optimization of blended cements performances P.D Arcangelo 1, S.Bhome 2, M.Magistri 1

INVESTIGATIONS ON THE GLASS FIBER CONCRETE REINFORCEMENT WITH SrO-Mn 2 O 3 -Fe 2 O 3 -MgO- ZrO 2 -SiO 2 (SMFMZS) SYSTEM GLASS FIBERS

Optimisation of Blended Cements Performances by the use of Grinding Aids

Mechanical Properties of Glass Fiber Reinforced Concrete

Eco-concrete: preliminary studies for concretes based on hydraulic lime

Mine tailings valorization potential as raw materials for reaction sintered mullite based ceramics

CEMGUARD TM FLY ASH. Lifeguard of Concrete Structures.

Studies on Strength Characteristics of Concrete by Partial Replacement of Sand with Granulated BlastFurnace Slag

Checklist for Ready Mix Concrete Supply of Concrete (RMC)

Influence of rice husk ash as supplementary material in cement paste and concrete

Influence of Silica Fume & Recycled Concrete Aggregates on Mechanical Properties of Concrete

Circular Material Conference Gothenburg May 11th-12th 2016

COUNCIL REGULATION (EU)

Combination of Silica Fume, Fly Ash and Amorphous Nano-Silica in Superplasticized High-Performance Concretes

Concrete Technology 2/5. Aalto University School of Engineering Department of Civil and Structural Engineering Building Materials Technology

Utilization of Coal Slurry Waste as an Alternative Raw Material in Portland Cement Clinker Production

Impact of Fly Ash and Silpozz as Alternative Cementitious Material in Crusher Dust Concrete [1]

An Experimental Investigation on Performance of Self Compacting Concrete with Partial Replacement of Cement by using Silica Fume and Rice Husk Ash

INVESTIGATION INTO THE USE OF MICROSILICA AND FLY ASH IN SELF COMPACTING CONCRETE

INCORPORATION OF ALUMINUM-RICH SALT SALG IN BAUXITIC-TYPE REFRACTORIES. 193 Aveiro, Portugal

FRAUNHOFER INSTITUTE FOR CERAMIC TECHNOLOGIES AND SYSTEMS IKTS CENTER OF COMPETENCE POWDER TECHNOLOGY

ALTERNATIVE FILLERS FOR USE IN SLURRY SEAL

Experimental Investigation of Partial Replacement of Metakaolin, Silica Fume and M-Sand based Concrete

Dr. Ali Kadhim. Bricks

REFRACTORIES. Definition Classification Properties Manufacture of refractory bricks Properties and applications of Refractory bricks

Beginning of the Industry. Portland, Blended, and Other Hydraulic Cements

Performance Evaluation of Alkali Activated Fly Ash Lightweight Aggregates

CHECKLIST FOR READY MIX CONCRETE SUPPLY OF CONCRETE (RMC)

SECTION CEMENTITIOUS TREATED CRUSHED ROCK FOR PAVEMENT SUBBASE

UTILIZATION OF ALUMINIUM PROCESSING WASTE AS RAW MATERIALS IN THE MANUFACTURE OF CEMENT

Valorisation of Mining and Metallurgical Wastes the Example of Bauxite Residues. Prof. Ioannis Paspaliaris. National Technical University of Athens

Transcription:

FOSTERING INDUSTRIAL SYMBIOSIS FOR A SUSTAINABLE RESOURCE INTENSIVE INDUSTRY ACROSS THE EXTENDED CONSTRUCTION VALUE CHAIN Characteristics of streams and requirements for recycling processes Executive summary September 2017 Authors: Oihana García and Asier Oleaga (Tecnalia) D2.2 WP2, T2.2 H2020-WASTE-2014-two-stage This project has received funding from the European Union s Horizon 2020 research and innovation programme under grant agreement N 642154.

Deliverable 2.2, entitled Characteristics of streams and requirements for recycling processes, was prepared as an outcome of the Task 2.2: characterization and requirements for recycling processes, included on the Work Package WP2 Closed loop recycling processes to transform into secondary raw s. The submission of this report constitutes the successful achievement of the FISSAC Milestone 4: characterized and requirements established. Closed loop recycling processes designed and validated. Based on requirements proposed in previous FISSAC tasks, this report deals with the characterisation of the industrial streams covered in FISSAC. The results of this task aim to identify potential technical barriers to be improved later on, through the implementation of enhanced recycled routes. In addition, this report also identifies potential lack of harmonized standards hampering full acceptance in construction applications to be developed in a later stage of the project. Sectors and secondary raw s () involved This report covers up to 10 types of streams and by-products from six main industrial sectors, such as Steel Industry, Secondary Aluminium Industry, Industry & Recycling Industry from C&DW and Recycling Industry from Quarry/Mining. Concerning the potential applications, four construction subsectors are considered, focusing on countries (Turkey, Italy, Spain, Sweden and UK), where a specific sector is of great relevance or the final applications are going to be demonstrated: 1. Eco-cement 2. Green Concrete & Autoclaved Aerated Concrete (AAC) 3. products 4. Wood Plastic Composites (WPC) Characterization was performed in function of the target applications. Those are potential use as clinker raw meal and mineral additives, additions/aggregates, source of alumina, source of CaCO3. The construction sub- sectors and residues selected are as follows: s for eco-cements Construction sub-sector Eco cement Green Concrete (ready mixed & AAC) products Wood plastic composites Applications Ladle furnace slag Clinker raw meal Glass Clinker raw meal & mineral additives Clinker raw meal & mineral additives Aluminium Clinker raw meal Ladle furnace slag Clinker raw meal EAF slag Aggregates Aggregates Additions/aggregates Aluminium industry Source of alumina Marble slurry Source of CaCO 3 Tyre rubber Plastic Wood s for green-concrete s for WPC Characterization of raw s characterization is exhaustively presented in Chapter 3 ( Results and conclusions ) of the report, where physical, chemical, mineralogical, morphological and environmental properties of s are covered. This characterization plan was designed specifically for each type of according to the destine application. Results have been classified into physical-mechanical (grading, expansion ), chemical (composition, reactivity) mineralogical (main minerals), morphological (shape) and environmental (potential leaching). Comparative charts have been included and s suitability and critical aspects and technical constrains are evaluated according obtained results. For each and industrial application, in the Chapter 4 ( Conclusions ), a list of favourable characteristics, technical constraints, and potential treatments were identified aiming to set the basis for ulterior work. 2

When using EAF slags: SEM and EDAX characterization of Lf slag samples Critical aspects in the use of s Concerning Eco-cement production, the following conclusions can be drawn: Raw meal: To avoid undesirable oxidizing environment during clinker process due to the high amounts of FeO slag s. Slag magnetic separation before usage in cement process, separation of Fe +2. To limit some undesired chemical compounds that may affect to the clinkerization. Comminution (crushing and grinding) is obligatory in order to feed to the system as a raw for CSA cement clinker production. Moisture content should be max. 15% to inhibit prehydration of the cement particles. Cr (VI) content must be monitored according to REACH Regulation. Reduction in chlorides and fluorides for specific streams (SEROX) Further analysis on the effect of alkali on the CSA manufacturing stages Mineral additives: Proper standardization is required for the conformity of usage of mineral additives for ecocements. s, as mineral additive, should be as fine as cement and it should feed to the grinding equipment together with clinker, gypsum and other minor components. Decreasing in free MgO content is only required for the binary-cement production and aggregate. Moisture content should be max. 3% to inhibit prehydration of the cement particles. Cr (VI) content must be monitored according to REACH (Registration, Evaluation, Authorization and Restriction of Chemicals) Regulation. The following conclusions can be drawn for Green Concrete production: EAF slags must be turn into aggregates through treatment processes including crushing, sieving and magnetic separators. High values of expansion attributed to free lime and free magnesia for the high alloy and stainless EAF steel slags require for a deeper study in later work. Accelerated ageing methods (e.g. accelerated carbonation or others), will be designed and validated aiming to reduce expansion values below 1%. The lack of fine fractions require the use of fine particles coming from other mineral sources, being coarse fractions more interesting for use in concrete manufacturing. When using s: Metallic traces contained in the s must be removed through magnetic separators. LF steel slags can be used as fine fractions for the concrete manufacturing process, where potential hydraulic reactivity might induce gain in compressive strength at early curing days. A deeper analysis should be performed later. When using ceramic streams: s must be granulated for use in concrete. The coarse fractions induce lack of mechanical resistance in concrete. It is recommendable the crushing, sieving and purification of fine fractions aiming to take advantage of the latent pozzolanic properties. In addition, the main potential constraints hindering the use of EAF steel slags, LF steel slags and ceramic s in Autoclaved Aerated Concrete (AAC) are summarized as follows: All the s must be granulated for use in AAC. In order to induce pozzolanic activity, the target s must be crushed, sieved and separated from metallic traces. CaO and SiO 2 content of EAF samples are low, that may cause the reduction in thermal insulation properties of AAC due to their high density. from both the aluminium industry and the Marble slurry are adequate for Products production with minor critical aspects: Aluminium oxide based s (SEROX): Sieving slurry to reject hard aggregated and large agglomerated particles. Reduction in metallic particles aiming to avoid defects in tiles. 3

Marble slurry: A filter press process and a partially drying is required to avoid the corrosive impact on slurry on containers, drastic modifications of storage and changes in the dosage procedure of component for the ceramic formulation. Following specifications must be taken into account for each raw for Wood Plastic Composites (WPC) industry: Wood : Wood flakes maximum size is established at 800 µm to avoid some issues during production, such as line speed, moisture, appearance quality standards, etc. Moisture content analysis shall be performed on every delivery from the supplier to avoid humidity ranges below explosion hazard and over production and quality issues. To avoid yeasts and moulds in the final product. Plastic : To control the pellet size required to be melted. Melt flow index. It must not be over 0.9 g/10min aiming to achieve a proper mix. In addition, this parameter is a proportional link to the rubber degradation due to the higher temperatures required for melting. Rubber : Particle size. Rubber powder with particles over 667 µm are not acceptable due to this parameter affects a better final product will be produced. If the rubber particles are too large they can peel off the final product leaving voids that can be fill with water. Conclusion From the aforementioned results and discussions, following aspects were evaluated in the conclusions: Favourable characteristics; Technical constrains; Potential treatments to be studied and up scaled in T2.3; Considerations to be assessed in WP3 to 5. In the following tables conclusions in relation to mentioned evaluation aspects are compiled. This evaluation enabled identifying the potential technical barriers for each and application. The use of the acquired knowledge during this task will be used to overcome such barriers and improve the implementation of enhanced recycled routes. Conclusions for ECO-CEMENT application: CSA production Favourable Technical constraints Potential treatments to be characteristics studied and up scaled in T2.3 EAF slag Source of CaO. For the case of direct feeding To preheater feeding grinding to preheater, preliminary below about 90 microns grinding needed Al oxide based s Glass Ca content is >40% (min. content should be 30%) Source of CaO High Al 2O 3 (>60%) content High SiO 2 content Separation and elimination of Fe 2+ and Mn 2+ For the case of direct feeding to preheater, preliminary grinding needed Magnetic particles Reduction in Cl<0.1% and F<0.15% Presence of chlorides, fluorides, moisture High SiO 2 content Size of the Glass Sample E is large Presence of plastic particles: could cause problems in kiln feed Magnetic separation processes (limit will be established with cement plant) To preheater feeding grinding below about 90 micron To grinding equipment feeding, no need for any preliminary treatment Magnetic separation process (limit will be established with cement plant) Hydrometallurgical processes to reduce halogen content <0.15% Hydrometallurgical processes to reduce halogen content <0.15%. Drying guaranteeing moisture content <15%. Removal of metallic impurities if necessary To preheater feeding grinding below about 90 microns To preheater feeding grinding below about 90 microns Separation of plastic particles: proper Collection methodology /technology to be selected Considerations to be assessed in WP3-5 Effect of the MgO for high alloy and stainless EAF slags Content of V and Cr Effect of the MgO for high alloy and stainless EAF slags. Effect of TOC Study on the MgO phases in the CSA manufacturing process Influence of the Na 2O during the clinkerization Influence of the Na 2O during the clinkerization Effect of TOC 4

Conclusions for ECO-CEMENT application: binary-cement production Favourable characteristics Technical constraints Potential treatments to be studied and up scaled in T2.3 EAF slag Low pozzolanic property Not feasible for binary cement production; laboratory trials will be made only to test their usage as mineral additive EAFCEM1-TCM: decreases initial setting time drastically. This may decrease workability of concrete High MgO content may lead to swelling effects Hydraulic activity High MgO content may lead to swelling effects Magnetic separation process (limit will be established with cement plant) Glass CERWCON2-TEC present reactive silica >30%; reactive SiO2 analysis needs to be done for CERWCEM1-KER Potential pozzolanic activity. Reactive silica around 50% Presence of plastic particles: could lead to problems in grinding process and homogenization of cement bulk Size of the Glass Sample E is large Conclusions for GREEN CONCRETE application Grinding below 50 mm Separation of plastic particles: proper collection methodology technology to be selected Grinding below 50 mm EAF slag EAF slag Favourable characteristics Technical constraints Potential treatments to be studied and up scaled in T2.3 Must be granulated through crushing, sieving and magnetic separation High values of expansion for the high Accelerated aging methods (accelerated alloy and stainless EAF steel slags. Mainly carbonation or others) to be designed attributed to the presence of free lime or and validated to reduce expansion magnesia (deeper analyses needed) values below 1% Lack of fine fractions Use of fine fractions from other mineral sources Coarse fractions seem to be more feasible for use in concrete manufacturing Can contain metallic traces Magnetic separators Can be used as fine fractions for concrete manufacturing process Coarse fractions induce lack of Not a feasible use mechanical resistance in concrete Fine fractions can induce pozzolanic activity Conclusions for GREEN CONCRETE application AAC production Grinding, sieving and purification to take advantage of those fractions Favourable characteristics Technical constraints Potential treatments to be studied and up scaled in T2.3 Crushing & grinding needed to 90 µm Crushing & grinding to 90 µm High grinding energy demand due to high resistance to fragmentation Low pozzolanic properties This kind of s may increase density Not feasible for AAC production and thermal conductivity coefficient of AAC Cannot be used as mineral additive Only EAFCON2-TEC B may be valorised in AAC High amount of CaO and SiO 2 Hydraulic activity Crushing & grinding needed to 90 µm Crushing & grinding to 90 µm High SiO2 content Crushing & grinding needed to 90 µm Crushing & grinding to 90 µm 5

Conclusions for CERAMIC PRODUCTS application Al oxide based s Favourable characteristics Technical constraints Presence of hard aggregated size particles Presence of large agglomerated particles not removed during milling, possible damage on milling elements Presence of metallic particles: Provoke appearance of defects in tiles Consider final impact in ceramic Humidity exceeds required <15% Semiliquid behaviour: raw s for tiles are required to be solid, not slurry. Corrosive impact of slurry on containers Conclusions for WOOD-PLASTIC COMPOSITES application Potential treatments to be studied and up scaled in T2.3 Sieving slurry to reject these particles Magnetic separation systems seem not to be able to eliminate metallic particles due to non-magnetic response of Al Other treatments? Drastic modifications of storage and changes in dosage procedure of component for the ceramic formulation. Partially dry slurry i.e. through filter press process Wood Plastic Rubber Favourable characteristics Biocide content: helps to avoid yeasts and moulds Technical constraints Particle size: wood flakes >800µm would lead to issues (line speed, moisture, etc.). Large flakes would not give final acceptable appearance to the final product. Moisture content <3% can be an explosion risk; above 9% higher end of processing capability to obtain a good quality product Pellet size: the bigger the pellet, the higher the melting temp; this could lead to rubber degradation Melt flow index (MFI): must not be over 0.9g/10min to achieve a proper mix. MFI <0.1g/10min could lead to rubber degradation due to higher temperatures required for melting the plastic Particle size: rubber powder with particles >667µm not acceptable. Large particles can peel off final product leaving voids that can be filled with water and therefore reduce dramatically product life expectancy Particle size: wood flakes >800µm would lead to issues such as line speed, moisture, etc. Large flakes would not give final acceptable appearance to the final product Potential treatments to be studied and up scaled in T2.3 MW technology: first, reduction of moisture content up to 1% on ; second, improve process efficiency (process speed), reducing drying time and energy consumption 6