Eco-friendly construction materials using gypsum and industrial wastes

Similar documents
European technical approval

STUDY OF THE BEHAVIOUR OF BITUMINOUS MIXTURES RESISTANT TO FUEL

Saint Gobain Gyproc India Ltd. (Formerly India Gypsum Ltd.)

4.461: Building Technology 1 CONSTRUCTION AND MATERIALS FALL TERM 2004 SCHOOL OF ARCHITECTURE AND PLANNING: MIT

PROPERTIES AND MIX DESIGNATIONS

European Technical Approval ETA 13/0526

Development of conservation compatible new materials for envelope retrofitting of historic buildings

Effect of basalt aggregates and plasticizer on the compressive strength of concrete

ROHACELL Triple F. Complex shaped PMI Foam Cores for highly efficient FRP Composite

STRENGTH OF CONCRETE INCORPORATING AGGREGATES RECYCLED FROM DEMOLITION WASTE

Construction Materials Testing. Classes of Test

AGREGADOS RECICLADOS MITOS Y REALIDADES

Authorised and notified according to Article 10 of the Council Directive 89/106/EEC of 21 December 1988 on the

Material and methods. Värmeforsk report Niklas Hansson DIANAS utilization of waste inciniration bottom ash in bound construction materials

Rockwool Flexi Insulation Application Guide

Chapter 8 Design of Concrete Mixes

VISCOSE FIBRES WITH NEW FUNCTIONAL QUALITIES

NOTE: FOR PROJECTS REQUIRING CONTRACTOR MIX DESIGN, THE DESIGN PROCEDURES ARE SPECIFIED IN THE SPECIAL PROVISIONS OF THE CONTRACT.

Coal ash utilisation over the world and in Europe

SERIES ASM NEOPRENE/EPMD FLANGED SINGLE SPHERE CONNECTOR CONNECTORS. Pressures to 225 PSIG (15.51 barg) Temperatures to 230ºF (110ºC)

PROPERTIES OF SPRAYED CONCRETE WITH RECYCLED TYRE POLYMER FIBRES

LEGACY REPORT. (800) (562) A Subsidiary of the International Code Council. *Corrected March 2014

NON-WOVEN COMPOSITE OFFICE PANEL

Twiga Insul. India's Leading Thermal and Acoustic Insulation. Insulating India

Composite Design Fundamentals. David Richardson

Strength and Workability Characteristics of Concrete by Using Different Super Plasticizers

LIGHTWEIGHT SCREEDS MADE OF CONCRETE AND RECYCLED POLYMERS: ACOUSTIC, THERMAL, MECHANICAL AND CHEMICAL CHARACTERIZATION

Test report P 7013-E. InoPaz H2O. Pazkar LTD. Alon Tavor Industrial Zone AFULA / Israel. J. Magner Dipl.-Ing. N. Machill.

Shotcrete Quality Control and Testing for an Underground Mine in Canada

FIXIT.CH. Aerogel Insulating Plaster System. Handling Guidelines. Easy to use. Mineral based W/mK BAUSTOFFE MIT SYSTEM

1.5 Concrete (Part I)

GRADATION OF AGGREGATE FOR CONCRETE BLOCK

Construction. 3-part thixotropic epoxy patching mortar. Product Description. Tests

Mold Preventing I nterior System

EXPANDED POLYSTYRENE (EPS) INSULATION BOARD SPECIFICATIONS

STENCA HT PIPE. Quality Insulation made of calcium silicate.

INSULATION FOR PRE-ENGINEERED METAL BUILDINGS. ROXUL SAFE 55 & 65 and ROXUL PLUS MB. Insulation for Pre-Engineered Metal Buildings

Advanced utilisation options for biomass gasification fly ash

GROUND GRANULATED BLAST FURNACE SLAG & SLAG CEMENT

Lab 1 Concrete Proportioning, Mixing, and Testing

Rakennustuotedirektiivin (89/106/EEC) artiklan 10, neuvoston direktiivi 21. joulukuuta 1988, mukaisesti notifioitu tuotehyväksyntälaitos EOTAN JÄSEN

Optimum Curing Cycles for Precast Concrete

LAYING BLOCK AND BRICK

Determination of Thermal Conductivity of Coarse and Fine Sand Soils

BEST PRACTICE GUIDE. Fibrelime Premixed Universal Plaster and Render

PROJECT PROFILE ON CEMENT CONCRETE HOLLOW BLOCKS

ENGINEERED QUARTZ STONE

2. PREPARATION OF TEST SPECIMENS

SOIL-LIME TESTING. Test Procedure for. TxDOT Designation: Tex-121-E 1. SCOPE 2. APPARATUS 3. MATERIALS TXDOT DESIGNATION: TEX-121-E

Composite Panel Firewall Systems

Technical Manual - Section 1 Introduction to Lytag lightweight aggregate

cement Masonry Cement Engineered for quality and reliability, Lafarge cements for masonry deliver consistent performance. page 2 Lafarge Cement

Concremote calibration box

VOLUME V GUIDELINES FOR DESIGN CONSULTANT TABLE OF CONTENTS APPENDIX B: MASTER CONSTRUCTION SPECIFICATIONS AND PREPARATION GUIDE, DIVISIONS 0-10

Dubai Municipality Standard DMS 1: Part 5: 2004

SPECIAL COMPOUND FOR RHEOPLASTIC AND ANTI-CORROSION SUPERCONCRETE WITH VERY HIGH DURABILITY

Building Envelope Design by Roxul (BEDR ) FireWall and Roxul Plus MB. Fire Rated Board Insulation for Pre-Engineered Metal Buildings

8 EXTRA LIGHT GRC SANDWICH ELEMENTS FOR ROOFING IN INDUSTRIAL BUILDINGS

BS 476: Part 7: Method For Classification Of The Surface Spread Of Flame Of Products. A Report To: Gurit (UK) Ltd. Document Reference:

Testing and appraisal of Lucobit polymer effect as an additive on asphalt mixture performance

Stabilization of Soil with Self-Cementing Coal Ashes

Manufacturing Quality Concrete Products

Product Guide Specification

Overview of Topics. Stress-Strain Behavior in Concrete. Elastic Behavior. Non-Linear Inelastic Behavior. Stress Distribution.

Annex of the certificate (Page 1/6) Accreditation Scope

CGA Standard Practices Series. Article 600 Standard for Pozzolan Enhanced Grouts Used in Annular Seals & Well Destruction

COMPACTING BITUMINOUS SPECIMENS USING THE SUPERPAVE GYRATORY COMPACTOR (SGC)

CONCREBOL There is no restriction regarding the number of participants in each team.

LIGHT WEIGHT/LOW COST CONSTRUCTION METHODS FOR DEVELOPING COUNTRIES

Waterproofing System for Wastewater Tanks in Petrochemical Industries and Refineries

Fire & Soundproofing Insulation. Roxul SAFE N SOUND. Fire and Soundproofing Insulation for Interior Partition Walls and Floors.

Unbeatable energy efficient glass curtain wall system

1.02 DESCRIPTION A. This Section specifies furnishing and installing Cast in Place Detectable/Tactile Warning Surface tiles where indicated.

COMMERCIAL BUILDING APPLICATIONS

Quality control: Annex-A.

SECTION 18 - CAST IN PLACE HIGH PERFORMANCE CONCRETE (HPC)

EDUCATIONAL GUIDE TO PROPERTIES OF MASONRY MORTAR

INNOVATIONS. Economic Flat Roof Refurbishment with NOVOPROOF Sealing Systems. A Company of the SAARGUMMI Group

Microwave absorbing tiles:

EXPERIMENTAL INVESTIGATION ON STRENGTH AND DURABILITY PROPERTIES OF HYBRID FIBER REINFORCED CONCRETE

ProRox Slabs (formerly known as RW slabs)

Division 4 Section Concrete Masonry Specifications

A Study on the Flexural and Split Tensile Strengths of Steel Fibre Reinforced Concrete at High Temperatures

fire & soundproofing Insulation Roxul Safe n Sound Fire and Soundproofing Insulation for Interior Partition Walls and Floors

THE MINISTRY OF ENVIRONMENTAL PROTECTION, PHYSICAL PLANNING AND CONSTRUCTION

Engineering Plastics Technical Presentation

Baumit Renders for Porotherm Masonry. Application Guidelines. n Light and easy application n Tried and tested

Schedule of Accreditation Issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK

TABLE OF CONTENTS CHAPTER NO. TITLE PAGE NO. ABSTRACT

COPPER BARS FOR THE HALL-HÉROULT PROCESS

STAYFLEX CORROSION CONTROL AND THERMAL INSULATION SYSTEM

How To Test A Base Axe

WOOD FLOORING ADHESIVES

Chapter Two Types of Cement The properties of cement during hydration vary according to:

INSULATION PRODUCTS. The quality you expect. The options you need. Insulation Softboard. Cork Board. Fibreglass Insulation.

Effects of Temperature and Fly Ash on Compressive Strength and Permeability of High-Performance Concrete*

Transcription:

Eco-friendly construction materials using gypsum and industrial wastes R. Eires, A. Camões & S. Jalali University of Minho, Guimarães, Portugal ABSTRACT: The sustainable construction greatly depends on the use of alternative products, such as industrial wastes. This paper reports the development of new composite materials based on gypsum incorporating granulated cork, a by-product of cork industry, cellulose fibres from waste paper and recycled used tyre fibres. The composite material developed is intended to be used as boards for non structural elements of construction, such as dry walls and ceilings. This research work studied the characteristics of the gypsum binder commercially available and its properties, as well as composite boards. In order to enhance the water resistance and mechanical properties of the composites several mineral additions were evaluated. Physical and mechanical properties of the developed boards were studied. Finally, fibre reinforced composites using waste materials were produced and analysed. Conditions and procedures of production were also studied using a pressure curing method in order to improve further the performance of the boards. 1 INTRODUCTION The sustainable world s economic growth and people s life improvement greatly depend on the use of alternative products in the architecture and construction, such as industrial wastes. These materials conventionally have been referred to as green materials. Cork (bark of the plant Quercus Suber L), a substance largely produced in Portugal, is a material whose characteristics are of considerable interest for the construction industry. It is regarded as a strategic material with enormous potential due to its reduced density, elasticity, compressibility, waterproofing, vibration absorption, thermal and acoustic insulation efficiency (Gil 25 & Hernández-Olivares, 1999). Currently the world's annual paper consumption is in the order of 37 million tonnes (www.walesenvtrust.org.uk, 27). Recycling of paper is generally considered to be the priority and best practicable environmental option. The cellulose is a self agglutinant material, when saturated and pressed link together its own particles. This material can provide a good binding agent for the used materials. Tyres are produced at 25 million units each year in Europe (www.specialchem4polymers.com, 24) and nowadays, there are recycling companies that proceed to shredding of used tyres, obtaining separated materials such as crumbed rubber particles, steel fibres and textile fibres from the tyre beads and reinforcement. The textile fibres have applications for use in insulation materials or as fibre reinforcing in concrete products (www.wastebook.org, 27). In this research work the recycled used tyres textile fibres were used with the objective of providing reinforcement for gypsum composites. The gypsum is a large used material in building construction by its diverse applications. However it is up till now a material with a lack of know-how, mainly at research level. The European production of extracted gypsum attained 21milions in 1996. The European industry

has 22 factories that produce gypsum products and employ, direct or indirectly, more than 4 persons. In Portugal it have been produced about 5 ton of gypsum for each ear since 2 (www.wastebook.org, 27). The building sector consumes about 95% of total gypsum produced. It is calculated that about 8 to 9% of finishing interior work and partition walls in buildings are made of gypsum products, such as plaster and card gypsum. According to those thermal and acoustical properties, these products contribute significantly for the comfort of millions of persons. Having an extraordinary resistance to fire, the gypsum products contribute for the buildings security, particularly in public buildings. One of the biggest deficiencies of gypsum as construction material is the low resistance to water. Although, actually, this aspect can be partially solved by adding to the gypsum some compounds based on silicones or other polymers, namely in gypsum card boards. This way, gypsum can be submitted to humid conditions, but even so do not permit utilization in external environments because of its low resistance to long direct contact with water. The main purpose of this research work was to develop gypsum boards with enhanced mechanical and water resistance. To these boards were also incorporated wastes to turn them more lightweight and sustainable. It was intended to show that the manufactory of these boards for not structural construction elements is possible, for example, for internal and external coverings, dry walls and ceiling. For this, it was carried out the characterization and improvement of gypsum as construction material, turning it more resistant to water action. After, applications of this enhanced gypsum based material were studied focused on the mixture preparation, methods of casting and its corresponding physical performance. 2 MATERIALS For this study four commercial available types of gypsum were selected: one plaster gypsum, recommended for manual application, one for projection, one for finishing and one escayola gypsum. According to the developed chemical analysis of these gypsums it was verified that the manual plaster and escayola gypsum presented a higher purity than the finishing plaster one by the higher calcium sulphate content (CaSO4). For this reason, these plasters were selected as the main materials for this research work. In terms of particle dimensions it was seen at laboratory tests (EN 13279-2, 24) that the escayola gypsum have a bigger fineness. In terms of moisture content the tests (NP 319, 1963), shows that the plaster gypsum have a moisture of 1,5% and the escayola of 1,32%. It was also determined through tests (NP 318, 1963) the water/gypsum ratio necessary for a conventional plaster and the minimal gypsum content essential for hydration. The obtained water/gypsum ratio necessary for a conventional plaster was,52 and for the minimal hydratation reached,2. The used granulated cork is a by-product of a Portuguese industry containing diverse parts of cork with different particle sizes. The density is 384,5 kg/m 3 and the bulk density is 16, kg/m 3. The cellulose fibres or paper pulp was made in the laboratory joining waste office paper, triturated in a mix machine, and water. The water content was the necessary for the mixture with gypsum. The used tyre fibres are a material obtained by a recycling company of used tyres shredding. These fibres are generally composed by wires and cords (7% polyester, 15% nylon, 15% glass) and some rubber residues. The water absorption tests were realized according to the Portuguese standard, NP 762, 1969. For developed mixtures cured under pressure it was added a mineral retarder to extend the time of curing.

3 METHODOLOGY AND RESULTS 3.1 Incorporation of cellulose, granulated cork and tyre fibres on gypsum plasters It was produced four different plasters with a constant water/gypsum relation of,7 with the plaster for finishing. One was made without any addiction (mixture G), one with cellulose fibres (mixture G/Paper), one with granulated cork (mixture G/Cork) and the other with tyre fibres (mixture G/ Tyre fibres see figure 1). These samples were tested for compressive strength at dry and saturated after immersion conditions (Comp Dry and Comp Moist), to evaluate the lost of resistance during water contact. Flexural (Flex) strength and water absorption by immersion were also tested. The samples were cured at room temperature until 7 days and maintained at 4ºC, to stabilize the moisture amount, and the immersion was realized until two hours at room temperature. Figure 1 Gypsum plasters with cellulose fibres, granulated cork and tyre fibres Analysing the obtained results it can be seen that the cellulose fibres addiction slightly improves the flexural strength and maintains the compressive strength, even in dry or moisture conditions samples (see figure 2). However the additions of cork or tyre fibres decrease the compressive resistances. At flexural strength the tyre fibres have a similar behaviour to the cellulose. For both addictions more ductile behaviour was verified during the mechanical tests. Figure 3 shows a reduction of 15% of water absorption on reinforced mixtures with cork or paper. For other side, with the addition of tyre fibres it was verified a small increase of water absorption. 3,5 3 Flex Comp Dry Comp moist 2,5 2 1,5 1,5 G G/Paper G/Cork G/Tyre Fibres Figure 2 Compare of plasters with paper, cork and tyre fibres Resistance MPa

6 5 G G/Paper G/Cork G/Tyre Fibres Absorption % 4 3 2 1 1 2 3 4 5 6 7 8 9 1 11 12 time (minutes) Figure 3 Absorption of gypsum plasters 3.2 Reducing water absorption by pressure curing A tested method for reducing the water absorption was by pressure curing of the gypsum based mixture. With this procedure it was possible to minimize the voids content and enables a reduction in the amount of water necessary to the mixture. This way, one can produce a much more compact mixture and, consequently, enhance significantly its performance. In this stage it was prepared a low consistence mixture joining plaster gypsum to only 2% of water (in mass). That corresponds to the minimal experimental determined value needed for hydration. Using a manual hydraulic press cylindrical samples were produced under a pressure of about 4, Psi (275,8 kpa). These samples were made at two different temperatures (room temperature, 25ºC, and 5ºC) and both were maintained after casting at room temperature until 7 days. For the tests the samples were maintained at 4ºC to stabilize the moisture content. After this the samples were submitted to compressive and water absorption tests by immersion until 2 hours. The saturated samples were also submitted to compressive tests. Observing figure 4 one can compare the compressive strength results obtained in these pressed gypsum based mixtures made with the others selected plasters available on Portuguese market. As one can see a considerable increase on the compressive strength on the dry samples of pressed gypsum (legend on graphics as Press25º and Press5º), mainly at 5ºC, was attained. On the other way, the moist samples show a small increase in compressive strength. In figure 5 it is possible to observe the water absorption test results obtained on pressed and un-pressed samples (pressed gypsum, plaster and commercial card gypsum board commercial designated as water resistant WR and in figure 5 as card gypsum WR). These results demonstrated the greatly favourable effect of pressed curing, responsible for a decrease in water absorption of about 4%. Comparing the pressed gypsum with the commercial available card gypsum tested, the pressed one maintains the values and the absorption of card gypsum continue to increase along the time. Compressive strength - MPa 2 18 16 14 12 1 8 6 4 2 moist Finshing ProjectionEscayola Plaster Plater Plaster Press 25º Press 5º Figure 4 Compare of plasters /pressed gypsum dry

Absorption % 55 5 45 4 35 3 25 2 15 1 5 plaster Plaster Press 25º Plaster Press 5º card gypsum WR 24 48 72 96 12 144 168 192 216 24 264 288 time (minutes) Figure 5 Compare of pressed/plaster/card board gypsums 3.3 Incorporation of cellulose, granulated cork and tyre fibres on pressed gypsum boards Once the pressure curing reveals to be very promising, it was adopted to the producing of gypsum boards. For the development of these boards it was necessary, at a first stage, to make them without any addiction to obtain the better process of manufacture and to achieve the adequate cohesion and finish. These boards were prepared with a metallic mould of 2x2 mm 2, filled with the fresh mixture made with a water/gypsum ratio of,2 and incorporating,3% (of gypsum mass) of mineral retarder. The boards were submitted to a pressure of 87, Psi (6, kpa) during 1 minutes. The boards were removed from the mould at the day after the casting and conserved subjected to 4ºC for curing and drying during 7 days. These have the designation P in Table 1 and figure 6. As the same way, the boards with granulated cork and/or cellulose fibres or paper pulp were prepared following the same methodology of mix, casting, pressure and curing conditions (P1a until P4b). Six mixtures were prepared: two introducing granulated cork (2,5 % and 5 % of the mass of gypsum), two with paper pulp (3 % of the mass of gypsum) and the referred cork content (see Table 1); two with tyre fibres (2,5 % of the mass of gypsum) and the cork content; and other two mixtures with tyre fibres and paper pulp (2,5 % of the mass of gypsum and 3% of paper) and the cork content. Table 1 Material Percentages of boards (in mass of gypsum) Board Cork % Paper % Tyre % Kg/m3 P 1531,863 P1a 2,5 146,39 P1b 5, 1269,36 P2a 2,5 3, 1168,939 P2b 5, 3, 1321,123 P3a 2,5 2,5 1281,439 P3b 5, 2,5 996,474 P4a 2,5 3, 2,5 1311,23 P4b 5, 3, 2,5 1198,939 The next figures show the final appearance of the developed boards and the texture correspondent at near the real scale (see figures 6 to 8). Figure 6 show the simple board and incorporation of granulated cork and tyre fibres, figure 7 shows the incorporation of granulated cork and paper pulp in pressed gypsum-based boards.

Figure 6 Board of pressed gypsum P and board with cork and tyre fibres P4a and is texture Figure 7 and 8 Board of pressed gypsum with paper and cork and is texture P2a These boards were submitted to flexural tests at 7 days of curing to evaluate their mechanical behaviour. By observing figure 8 it is possible to conclude that the mixtures flexural strength diminish with an increase of incorporated waste content, either for cork granules, paper and tyre fibres. Although, the paper fibre reinforcement on the mixture made with the greater cork content (P2b) reduces significantly the difference of resistances, showing the same behaviour in the paper reinforcement with the tyre fibres (P4a and P4b). This happened because the cellulose fibres behaved as a link between cork and gypsum turning the material more compact. The two materials work together as an adequate complement turning the boards more ductile than P (see figure 9). F lexu ral stren g th K P a 6 5 4 3 2 1, 2, 4, 6, 8, 1, P1a P1b P2a P2b P3a P3b P4a P4b P deformation (mm) Figure 8 Flexural behaviour of pressed gypsum

Flexural Strength KPa 6 5 4 3 2 1 a b P P1 P2 P3 P4 Figure 9 gypsum/cork and cork/paper 4 CONCLUSIONS According to the obtained results in the tested boards one can conclude that the incorporation of granulated cork or tyre fibres on plaster gypsum and pressed gypsum seems to be possible but reduces their mechanical performance. However these disadvantages can be compensated when compared with sustainable profit, density reduction and improvement of the conventional gypsum board in terms of thermal and acoustical behaviour (properties to be tested with the continuity of this research work). This research work shows that it is possible to reduce significantly the water absorption by immersion, permitting an external application of these gypsum boards. The addition of cellulose fibres can improve the flexural behaviour allowing higher cork contents with less reduction on resistances. Furthermore, this addition offers a better cohesion and finishing appearance when applied on pressed gypsum boards. As well, it was verified the possibility of manufacture non structural construction elements, for example, internal and external coverings, dry walls or ceiling. These are new applications for the waste materials mentioned, turning the boards more environmental friendly, and promoting a new possibility for use gypsum in the external environments. The authors would like to express their acknowledgment to the Engineering School of the University of Minho and to the Portuguese Foundation for Science and Technology (FCT) for financing this research work through project POCI/ECM/55889/24. 5 REFERENCES Gil, L. Cortiça: da Produção à Aplicação, Ed. Câmara Municipal do Seixal Ecomuseu Municipal do Seixal, 25. Hernández-Olivares, F., M.R. Bollati, M. del Rio, B. Parga-Landa. Development of cork/gypsum composites for building applications, Ed. Construction and Building Materials 13_179-186. www.elsevier.com, 1999. www.specialchem4polymers.com, Tyre recycling, 24. www.walesenvtrust.org.uk, Tyres Technologies; Paper and Card 27. www.wastebook.org, Rubber and tyres, 27.