USE MAGNESIA CEMENTS FOR RECEPTION HEAT INSULATING MATERIALS

Size: px
Start display at page:

Download "USE MAGNESIA CEMENTS FOR RECEPTION HEAT INSULATING MATERIALS"

Transcription

1 USE MAGNESIA CEMENTS FOR RECEPTION HEAT INSULATING MATERIALS Sergii G. Guzii 1, Boris Ya. Konstantinovskii 2 The Kyiv National University of Civil Engineering and Architecture, Kyiv, Ukraine Abstract. Composition heat insulating materials on a magnesia-based cement with the combined type filler, submitted by a mix sintered perlite sand and vermiculite in the ratio 50:50, intended for manufacture slabby heat insulating materials of the European sizes are optimized. It is marked, that in a range of change of varied factors on Х 1 - from 0,8:1 up to 1.2:1, and on Х 2 - from 2,5 up to 7,5 %, concerning to top left quadrant the full factorial field, the received artificial material is characterized by values of average density in limits from 600 up to 750 kg/m 3, values of factor of heat conductivity from 0,2 up to 0,279 Watt/m К, strength parameters as at compression (2,8-5,6 МРа), and at a flexure (2,1-3,2 МРа). On the last publications [1-7] it is visible, that magnesia cement is claimed not only in Ukraine, but also in Russia; it is perspective binders substance for reception of wide scale nonflammable heat insulating building materials as plates of various thickness from 10 up to 100 mm in the sizes 1,2х2 m. In the first publication [8] devoted perlite-magnesite as new heat insulating a material, it is marked, that application magnesia cement for manufacture heat insulating products on a basis sintered perlite sand (silicate-perlite, glass-perlite, gypsum-perlite, concrete-perlite) received by a method of moist pressing, is preferable in comparison with other binders substances, namely: at identical values of compression strength - from 1,5 up to 4 МПа, average density - from 400 up to 800 kg/m 3 and factor of heat conductivity - from 0,08 up to 0,26 W/m К, the charge magnesia cement makes size about kg on 1 m 3, that in 1,1-2,8 times it is less in comparison with application of other kinds of binders substances. Also in the given work it is marked, that perlitemagnesite products essentially differ from above resulted and fibrolite that are not inclined to swelling at surplus of a moisture and not exposed warping. Unique lack, in our opinion, is difficulty on the given kind filler, manufacturing slabby heat insulating materials of the European sizes 1,2х2 m, thickness from 10 up to 50 mm. Therefore the purpose of the given work is research of an opportunity of reception on a basis magnesia cement heat insulating materials of the above-stated sizes on vibrating technology. For carrying out of researches, in quality: binders, used a powder caustic magnesite; solitude - a solution of chloride magnesium in density of 1240 kg/m 3, the accelerator hardening a solution of chloride sodium in density of 1240 kg/m 3 ; reinforce additives - basalt scales; filler sintered perlite and vermiculite size 0,163-0,63 mm and 1-2 mm accordingly in the ratio 50:50; 1 2 Sergii G. Guzii, senior lecturers, PhD(Eng)., The Kyiv National University of Civil Engineering and Architecture, Kyiv, Ukraine Boris Ya. Konstantinovskii, senior lecturers, PhD(Eng)., The Kyiv National University of Civil Engineering and Architecture, Kyiv, Ukraine V - 95

2 volumetric hydrophobisation additives - sodium polyethyl- and sodium ethyl-hydrosiliconate. From researched structures heat insulating the mixes described by rigidity 3-4 сек, a method of formation made samples - test beam in the sizes 4х4х16 cm which after day hardening subjected to drying at temperature 105±5 о С within 24 hour. Physic mechanical properties of a material determined according to the working specifications and technical documentation, values of factor of heat conductivity estimated under Nekrasov's formula [9]. Optimization of structure heat insulating a material carried out with the help of a twofactorial three-level method of planning of experiment [10]. As varied factors are chosen: a ratio between magnesia cement and filler Х 1 and % the contents reinforce additives Х 2 which changes are resulted in tab. 1. It is necessary to note, that changes of varied factors were considered in a range: on Х 1 - from 0,4:1 up to 1,2:1, and on Х 2 - from 2,5 up to 12,5 % [11]. In clause researches of influence of varied factors on target parameters which are in left top quadrant a factorial field are resulted. As functions of the response changes of values of average density, factor of heat conductivity, strength are accepted at compression and a flexure (by tab. 2 and fig. 1). Natural Factors, kind Coded Table 1 - the Initial data Bottom -1 Levels of a variation Average 0 Top +1 Interval of a variation MC:F*, в.ч. Х 1 0,8:1 1:1 1,2:1 0,2:1 RD, % Х 2 2,5 5,0 7,5 2,5 The note: МC:F* - a ratio between magnesia cement (МC) and filler (F) in weight parts; the RD - reinforce the additive, % from weight МC. As a result of mathematical processing experimental data the adequate equations of regress are received and diagrams of change of target parameters in dependence of ratio of varied factors are constructed. The equations of regress (heat insulating a material after drying at temperature 105±5 о С within 24 hour): - Average density ρ, kg/m 3 (by Fisher's criterion F calculation =13,22<F tabular =19,3): у=655,996+25,683х 1-42,633Х 2 +12,872Х ,792Х ,875Х 1 Х 2 ; - Factor of heat conductivity λ, W/m К (by Fisher's criterion F calculation =4,79<F tabular = 19,3): У=0,232+0,013Х 1-0,021Х 2 +0,006Х 11 +0,015Х 22 +0,013Х 1 Х 2 ; - Compression strength R compressive, МPа (by Fisher's criterion F calculation =8,35<F tabular = 19,3): у=3,694+0,647х 1 +0,453Х 2-0,004Х 11 +0,366Х 22 +0,07Х 1 Х 2 ; - Flexural strength R flexure, МPа (by Fisher's criterion F calculation = 5,87<F tabular = 19,3): V - 96

3 у=2,064+0,27х 1 +0,087Х 2 +0,383Х 11 +0,373Х 22-0,002Х 1 Х 2. Table 2 - the Plan of experiment and results of its realization Points of the plan Matrix of the plan in sizes: Coded Natural Х 1 Х 2 MC:F RD, % Target parameters (the ambassador hardening samples in conditions of drying at temperature 105±5 о С during 24 hour) ρ, kg/m 3 λ, W/m К R compressive, МPа R flexure, МPа ,2:1 7,5 748,3 0,2783 5,36 3, ,2:1 2,5 749,5 0,2789 4,12 3, ,8:1 7,5 591,6 0,2001 3,96 2, ,8:1 2,5 696,3 0,2522 3,0 2, ,2:1 5,0 645,3 0,2268 4,20 2, ,8:1 5,0 701,1 0,2546 2,84 2, :1 7,5 615,1 0,2120 4,12 2, :1 2,5 765,0 0,2868 3,60 2, :1 5,0 662,0 0,2351 4,0 2, :1 5,0 650,0 0,2292 4,2 2, :1 5,0 630,0 0,2193 3,9 1,95 The analysis of the equations of regress has shown, that change of average density and factor of heat conductivity most essentially is influenced with the contents of quantity magnesia cement in composite - factor Х 1 ; on compression parameters - joint action of factors Х 1 and Х 2. а) b) V - 97

4 c) d) Fig. 1. Influence of varied factors on change of properties heat insulating a material after heat treatment at temperature 105 о С: a - average density ρ, kg/m 3 ; b - factor of heat conductivity λ, W/m К; c - Compression strength R compressive, МPа; d - Flexural strength R flexure, МPа The analysis of experimental data (fig. 1) shows tab. 1, that changing quantity magnesia cement in relation to filler, it is possible to receive heat insulating a material in a wide range of average density - from 600 up to 750 kg/m 3 at enough high parameters of durability as at compression (2,8-5,6 МPа), and at a flexure (3,1-3,2 МPа). According to work [2] in products hardening magnesia cement after day hardening, and also after drying, are fixed new formation the following structure: 5MgO MgCl 2 13H 2 O and Mg(OH) 2. Structure of an artificial stone dense (fig. 2, а) and products of hydration densely enough envelop filler and reinforce the additive (fig. 2, b). a) b) Fig. 2. Structures heat insulating material after drying at temperature 105 о С: a - the ground and scanned surface heat insulating material; b - it is finished shooting with the help of a digital microscope at increase х 500 V - 98

5 Generalizing the received data, the following is possible to tell: - The basic opportunity of reception heat insulating materials on a basis magnesia cement with the combined type filler, submitted by a mix sintered perlite sand and vermiculite in the ratio 50:50, intended for manufacture slabby heat insulating materials of the European sizes is established; - As a result of the lead optimization of structure heat insulating a material received on a basis magnesia of cement, in a range of change of varied factors on Х 1 - from 0,8:1 up to 1,2:1, and on Х 2 - from 2,5 up to 7,5 %, concerning to top left quadrant a full factorial field, it is established, that the received artificial material is characterized by values of average density in limits from 600 up to 750 kg/m 3, values of factor of heat conductivity from 0,2 up to 0,279 W/m К, strength parameters as at compression (2,8-5,6 МРа), and at a flexure (2,1-3,2 МРа); - It is shown, that change of parameters of average density and factor of heat conductivity most essentially is influenced with the contents of quantity magnesia cement in structure of a composite - factor Х 1 ; on compression parameters - joint action of factors Х 1 and Х 2; - It is recommended to application in quality constructional and heat insulating a material. The literature [1] Derevyanko V.N., Poltavcev А.P., Макsimenko А.А, Коndrateva N.V. Problems of development and manufacturing of products on a basis magnesia binders // Bulletin ОGASA. - Number 35 - Odessa: City of masters, P [2] Zimich V.V., Кramar L.Ya. Formation of structure and properties magnesia stone modified by connections of two and trivalent metals [the Electronic resource] - The Collection of reports of 3-rd (XI) International meeting in chemistry and technologies of cement, on October, 27-29, 2009, Moscow, Expocentre. - P [3] Zyrjanova V.N., Berdov G.I. Waterproof composite magnesia binders with use natural and anthropogenic raw material [the Electronic resource] - The Collection of reports of 3-rd (XI) International meeting in chemistry and technologies of cement, on October, 27-29, 2009, Moscow, Expocentre - P [4] Kramar L.Ya. Magnesia binders for construction - prospects and use. - [the Electronic resource] - The Collection of reports of 3-rd (XI) International meeting in chemistry and technologies of cement, on October, 27-29, 2009, Moscow, Expocentre. - P [5] Lotov V.A., Мitina N.A. Hydraulic binders on a basis magnesia cement. - [the Electronic resource] - The Collection of reports of 3-rd (XI) International meeting in chemistry and technologies of cement, on October, 27-29, 2009, Moscow, Expocentre. - P [6] Кozlova V.К., Sutula I.G., Manoha A.M., Guschin Е.Н Ways of elimination crack formation magnesia a stone on the basis of highly active magnesia binder hardening. - [the Electronic resource] - The Collection of reports of 3-rd (XI) International meeting in chemistry and technologies of cement, on October, 27-29, 2009, Moscow, Expocentre. - With [7] Mirjuk O.A. Magnesia composition oxychloride hardening. - [the Electronic resource] - The Collection of reports of 3-rd (XI) International meeting in chemistry and technologies of cement, on October, 27-29, 2009, Moscow, Expocentre. - P [8] Petuhova G.N. Perlitomagnezit - new heat insulating a material // Magazine Building materials and products P [9] Komohov P.G., Gryzlov V.S. Structural mechanics and thermophysics of easy concrete. - Volgograd: Publishing house of the Volgograd centre of science, p. [10] Ahnazarova S.L., Кafarov V.V. Method of optimization of experiment in chemical technology. - M.: the Higher school, p. [11] Guzii S.G., Konstantinovskii B.Ya. Heat insulating products on a basis magnesia cement // Magazine Building tender P V - 99

TABLE OF CONTENTS CHAPTER NO. TITLE PAGE NO. ABSTRACT

TABLE OF CONTENTS CHAPTER NO. TITLE PAGE NO. ABSTRACT vii TABLE OF CONTENTS CHAPTER NO. TITLE PAGE NO. ABSTRACT LIST OF TABLES LIST OF FIGURES LIST OF SYMBOLS AND ABBREVIATIONS iii xvii xix xxvii 1 INTRODUCTION 1 1.1 GENERAL 1 1.2 OBJECTIVES AND SCOPE OF

More information

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

SPECIAL COMPOUND FOR RHEOPLASTIC AND ANTI-CORROSION SUPERCONCRETE WITH VERY HIGH DURABILITY BS 40 M6 MuCis mono SPECIAL COMPOUND FOR RHEOPLASTIC AND ANTI-CORROSION SUPERCONCRETE WITH VERY HIGH DURABILITY LE CE LE type: "expansive binder which allows the production of extremely fluid concrete

More information

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

Saint Gobain Gyproc India Ltd. (Formerly India Gypsum Ltd.) Saint Gobain Gyproc India Ltd. (Formerly India Gypsum Ltd.) Gyproc Plasters The cracks in cement sand plaster are an inherent feature which cannot be completely prevented but can only be controlled and

More information

Analysis of M35 and M40 grades of concrete by ACI and USBR methods of mix design on replacing fine aggregates with stone dust

Analysis of M35 and M40 grades of concrete by ACI and USBR methods of mix design on replacing fine aggregates with stone dust Analysis of M35 and M40 s of concrete by and methods of mix design on replacing fine aggregates with stone dust Satwinder Singh 1, Dr. Hemant Sood 2 1 M. E. Scholar, Civil Engineering, NITTTR, Chandigarh,

More information

International journal of Engineering Research-Online A Peer Reviewed International Journal Articles available online http://www.ijoer.

International journal of Engineering Research-Online A Peer Reviewed International Journal Articles available online http://www.ijoer. RESEARCH ARTICLE ISSN: 2321-7758 AN INVESTIGATION ON THE SHRINKAGE CHARACTERISTICS OF GGBFS BASED SLURRY INFILTRATED HYBRID FIBRE REINFORCED CONCRETE PRUTHVIRAJ B S 1, SHREEPAD DESAI 2, Dr. PRAKASH K B

More information

EXPERIMENTAL INVESTIGATION ON BEHAVIOUR OF NANO CONCRETE

EXPERIMENTAL INVESTIGATION ON BEHAVIOUR OF NANO CONCRETE International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 2, March-April 2016, pp. 315 320, Article ID: IJCIET_07_02_027 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=2

More information

Fire-Damage or Freeze-Thaw of Strengthening Concrete Using Ultra High Performance Concrete

Fire-Damage or Freeze-Thaw of Strengthening Concrete Using Ultra High Performance Concrete Fire-Damage or Freeze-Thaw of Strengthening Concrete Using Ultra High Performance Concrete Ming-Gin Lee 1,a, Yi-Shuo Huang 1,b 1 Department of Construction Engineering, Chaoyang University of Technology,Taichung

More information

Shotcrete Quality Control and Testing for an Underground Mine in Canada

Shotcrete Quality Control and Testing for an Underground Mine in Canada Shotcrete Quality Control and Testing for an Underground Mine in Canada By Dudley R. (Rusty) Morgan and Mazin Ezzet AMEC Earth & Environmental, a division of AMEC Americas Limited SHOTCRETE FOR AFRICA

More information

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

Effect of basalt aggregates and plasticizer on the compressive strength of concrete International Journal of Engineering & Technology, 4 (4) (2015) 520-525 www.sciencepubco.com/index.php/ijet Science Publishing Corporation doi: 10.14419/ijet.v4i4.4932 Research Paper Effect of basalt aggregates

More information

1.5 Concrete (Part I)

1.5 Concrete (Part I) 1.5 Concrete (Part I) This section covers the following topics. Constituents of Concrete Properties of Hardened Concrete (Part I) 1.5.1 Constituents of Concrete Introduction Concrete is a composite material

More information

DURABILITY OF MORTAR LININGS IN DUCTILE IRON PIPES Durability of mortar linings

DURABILITY OF MORTAR LININGS IN DUCTILE IRON PIPES Durability of mortar linings DURABILITY OF MORTAR LININGS IN DUCTILE IRON PIPES Durability of mortar linings I. S. MELAND SINTEF Civil and Environmental Engineering, Cement and Concrete, Trondheim, Norway Durability of Building Materials

More information

PROPERTIES AND MIX DESIGNATIONS 5-694.200

PROPERTIES AND MIX DESIGNATIONS 5-694.200 September 1, 2003 CONCRETE MANUAL 5-694.200 5-694.210 PROPERTIES OF CONCRETE PROPERTIES AND MIX DESIGNATIONS 5-694.200 Inspectors should familiarize themselves with the most important properties of concrete:

More information

Mathematical Regression Model for the Prediction of Concrete Strength

Mathematical Regression Model for the Prediction of Concrete Strength Mathematical Regression Model for the Prediction of Concrete Strength M. F. M. Zain 1, Suhad M. Abd 1, K. Sopian 2, M. Jamil 1, Che-Ani A.I 1 1 Faculty of Engineering and Built Environment, 2 Solar Energy

More information

Field Damage Inspection and Static Load Test Analysis of Jiamusi Highway Prestressed Concrete Bridge in China

Field Damage Inspection and Static Load Test Analysis of Jiamusi Highway Prestressed Concrete Bridge in China Advanced Materials Research Vols. 163-167 (2011) pp 1147-1156 Online available since 2010/Dec/06 at www.scientific.net (2011) Trans Tech Publications, Switzerland doi:10.4028/www.scientific.net/amr.163-167.1147

More information

TEXTILE FABRICS AS THERMAL INSULATORS

TEXTILE FABRICS AS THERMAL INSULATORS TEXTILE FABRICS AS THERMAL INSULATORS Zeinab S. Abdel-Rehim 1, M. M. Saad 2, M. El-Shakankery 2 and I. Hanafy 3 1 Mechanical Engineering Department of the National Research Center, Dokki, Giza, Egypt 2

More information

CAUSES, EVALUATION AND REPAIR OF CRACKS IN CONCRETE

CAUSES, EVALUATION AND REPAIR OF CRACKS IN CONCRETE 3.0 Causes and control of cracking: 3.1 Plastic Shrinkage Cracking: It occurs within 1 to 8 hours after placing, when subjected to a very rapid loss of moisture caused by a combination of factors, which

More information

THE EFFECT OF STIRRUPS AND HOOKED STEEL FIBERS INSTEAD ON MOMENT-ROTATION CAPACITY OF BEAM-COLUMN CONNECTIONS

THE EFFECT OF STIRRUPS AND HOOKED STEEL FIBERS INSTEAD ON MOMENT-ROTATION CAPACITY OF BEAM-COLUMN CONNECTIONS THE EFFECT OF STIRRUPS AND HOOKED STEEL FIBERS INSTEAD ON MOMENT-ROTATION CAPACITY OF BEAM-COLUMN CONNECTIONS Assist. Prof. Dr. S. KamilAkın 1, Assist. Prof. Dr. Nail Kara 1, 1 Department of Civil Engineering,

More information

Properties of Concrete with Blast-Furnace Slag Cement Made from Clinker with Adjusted Mineral Composition

Properties of Concrete with Blast-Furnace Slag Cement Made from Clinker with Adjusted Mineral Composition Properties of Concrete with Blast-Furnace Slag Cement Made from Clinker with Adjusted Mineral Composition Atsushi YATAGAI 1, Nobukazu NITO 1, Kiyoshi KOIBUCHI 1, Shingo MIYAZAWA 2,Takashi YOKOMURO 3 and

More information

A Study on Recycling of CRT Glass Waste

A Study on Recycling of CRT Glass Waste 2011 International Conference on Environment and Industrial Innovation IPCBEE vol.12 (2011) (2011) IACSIT Press, Singapore A Study on Recycling of CRT Glass Waste Yong-Chil Seo 1, Sung-Jin Cho 1, Jang-Su

More information

CHESTERFLEX ROOF WATERPROOFING MEMBRANES

CHESTERFLEX ROOF WATERPROOFING MEMBRANES CI/SfB (47) Ln2 Chesterfelt Ltd CHESTERFLEX ROOF WATERPROOFING MEMBRANES Certificate No 94/3062 DETAIL SHEET 2 Product THIS DETAIL SHEET RELATES TO CHESTERFLEX ROOF WATERPROOFING MEMBRANES, POLYESTER REINFORCED

More information

COMMERCIAL BUILDING APPLICATIONS

COMMERCIAL BUILDING APPLICATIONS EXPANDED POLYSTYRENE FOR COMMERCIAL BUILDING APPLICATIONS www.falconfoam.com Commercial Building Ap Expanded Polystyrene Insulation Falcon Foam leads the commercial building industry with products that

More information

PROPERTIES OF TYPICAL COMMERCIAL LIME PRODUCTS. Quicklimes High Calcium Dolomitic

PROPERTIES OF TYPICAL COMMERCIAL LIME PRODUCTS. Quicklimes High Calcium Dolomitic National Lime Association L I M E The Versatile Chemical Fact Sheet PROPERTIES OF TYPICAL COMMERCIAL LIME PRODUCTS Quicklimes High Calcium Dolomitic Primary Constituents CaO CaO MgO Specific Gravity 3.2-3.4

More information

The AASHO Road Test site (which eventually became part of I-80) at Ottawa, Illinois, was typical of northern climates (see Table 1).

The AASHO Road Test site (which eventually became part of I-80) at Ottawa, Illinois, was typical of northern climates (see Table 1). Página 1 de 12 AASHO Road Test The AASHO Road Test, a $27 million (1960 dollars) investment and the largest road experiment of its time, was conceived and sponsored by the American Association of State

More information

A Comparative Analysis of Modulus of Rupture and Splitting Tensile Strength of Recycled Aggregate Concrete

A Comparative Analysis of Modulus of Rupture and Splitting Tensile Strength of Recycled Aggregate Concrete American Journal of Engineering Research (AJER) e-issn : 2320-0847 p-issn : 2320-0936 Volume-03, Issue-02, pp-141-147 www.ajer.org Research Paper Open Access A Comparative Analysis of Modulus of Rupture

More information

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

Overview of Topics. Stress-Strain Behavior in Concrete. Elastic Behavior. Non-Linear Inelastic Behavior. Stress Distribution. Stress-Strain Behavior in Concrete Overview of Topics EARLY AGE CONCRETE Plastic shrinkage shrinkage strain associated with early moisture loss Thermal shrinkage shrinkage strain associated with cooling

More information

SPREFIX SPRAY INSULATION _ in the marine market.

SPREFIX SPRAY INSULATION _ in the marine market. SPREFIX SPRAY INSULATION _ in the marine market. A self-adhesive glass or stone wool, sprayed directly onto surface.. Easily applied to wood, steel, plastic or other surfaces without any mechanical fasteners

More information

EFFECT OF NANO-SILICA ON CONCRETE CONTAINING METAKAOLIN

EFFECT OF NANO-SILICA ON CONCRETE CONTAINING METAKAOLIN International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 1, Jan-Feb 2016, pp. 104-112, Article ID: IJCIET_07_01_009 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=1

More information

EXPERIMENT NO.1. : Vicat s apparatus, plunger

EXPERIMENT NO.1. : Vicat s apparatus, plunger EXPERIMENT NO.1 Name of experiment:to determine the percentage of water for normal consistency for a given sample of cement Apparatus : Vicat s apparatus with plunger of 10mm dia, measuring cylinder, weighing

More information

Treatment of a surface or structure to resist the passage of water in the absence of hydrostatic pressure. presence of hydrostatic pressure.

Treatment of a surface or structure to resist the passage of water in the absence of hydrostatic pressure. presence of hydrostatic pressure. Recommend Approval: Team Leader Date Division Chief Date Approved: Director Date Maryland Department of Transportation State Highway Administration Office of Materials Technology MARYLAND STANDARD METHOD

More information

THE MINISTRY OF ENVIRONMENTAL PROTECTION, PHYSICAL PLANNING AND CONSTRUCTION

THE MINISTRY OF ENVIRONMENTAL PROTECTION, PHYSICAL PLANNING AND CONSTRUCTION THE MINISTRY OF ENVIRONMENTAL PROTECTION, PHYSICAL PLANNING AND CONSTRUCTION 1389 Pursuant to Article 104 paragraph 1 item 4 of the Waste Act (Official Gazette 178/04, 111/06), the Minister of Environmental

More information

Service Life of Chloride-Contaminated Concrete Structures

Service Life of Chloride-Contaminated Concrete Structures Service Life of Chloride-Contaminated Concrete Structures Conor Evans, Mark G. Richardson Abstract Corrosion of reinforcement is the most significant cause of premature deterioration of reinforced concrete

More information

In-situ Density Determination by Sand Replacement Method

In-situ Density Determination by Sand Replacement Method University of Texas at Arlington Geotechnical Engineering Laboratory Test Procedure In-situ Density Determination by Sand Replacement Method Lecture Note 7 (Thursday 03-04-04) 1 Definitions, Objectives

More information

EVERYDAY ENGINEERING EXAMPLES FOR SIMPLE CONCEPTS

EVERYDAY ENGINEERING EXAMPLES FOR SIMPLE CONCEPTS EVERYDAY ENGINEERING EXAMPLES FOR SIMPLE CONCEPTS Thermal Properties ENGR 3350 - Materials Science Dr. Nedim Vardar Copyright 2015 Thermal Properties of Materials Engage: MSEIP Engineering Everyday Engineering

More information

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

Development of conservation compatible new materials for envelope retrofitting of historic buildings Development of conservation compatible new materials for envelope retrofitting of historic buildings Carsten Hermann, Senior Technical Officer, Historic Scotland Glasgow is one of seven EFFESUS case study

More information

Salt Weathering of Masonry Walls The Venice Experience. By M. Collepardi, S. Collepardi and R. Troli

Salt Weathering of Masonry Walls The Venice Experience. By M. Collepardi, S. Collepardi and R. Troli Salt Weathering of Masonry Walls The Venice Experience By M. Collepardi, S. Collepardi and R. Troli Synopsis: All the buildings in Venice insist on foundation immersed in sea water and then are permanently

More information

After reading this lesson you will be able to: 12.3 IMPORTANCE OF ROOF 12.4 TYPES OF ROOF IN A HOUSE

After reading this lesson you will be able to: 12.3 IMPORTANCE OF ROOF 12.4 TYPES OF ROOF IN A HOUSE 86 :: Certificate in Construction Supervision (CIVIL) 12 ROOF 12.1 INTRODUCTION The structure provided to cover the house surface (floor) is known as roof. For different situation and requirement, it is

More information

Determination of the Empirical Formula of Magnesium Oxide

Determination of the Empirical Formula of Magnesium Oxide Determination of the Empirical Formula of Magnesium Oxide GOAL AND OVERVIEW The quantitative stoichiometric relationships governing mass and amount will be studied using the combustion reaction of magnesium

More information

EXPERIMENTAL STUDY OF EFFECT OF SODIUM SILICATE (NA 2 SIO 3 ) ON PROPERTIES OF CONCRETE

EXPERIMENTAL STUDY OF EFFECT OF SODIUM SILICATE (NA 2 SIO 3 ) ON PROPERTIES OF CONCRETE International Journal of Civil Engineering and Technology (IJCIET Volume 6, Issue 12, Dec 2015, pp. 39-47, Article ID: IJCIET_06_12_004 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=6&itype=12

More information

STRENGTH OF CONCRETE INCORPORATING AGGREGATES RECYCLED FROM DEMOLITION WASTE

STRENGTH OF CONCRETE INCORPORATING AGGREGATES RECYCLED FROM DEMOLITION WASTE STRENGTH OF CONCRETE INCORPORATING AGGREGATES RECYCLED FROM DEMOLITION WASTE R. Kumutha and K. Vijai Department of Civil Engineering, Sethu Institute of Technology, Pulloor, Kariapatti, India E-Mail: kumuthar@yahoo.co.in,

More information

AGREGADOS RECICLADOS MITOS Y REALIDADES

AGREGADOS RECICLADOS MITOS Y REALIDADES The Production and Use of Recycled Concrete in the USA Thomas Van Dam, Ph.D., P.E., FACI Principal Engineer CTL Group Introduction In the United States, concrete is the most commonly used recycled material

More information

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

EXPERIMENTAL INVESTIGATION ON STRENGTH AND DURABILITY PROPERTIES OF HYBRID FIBER REINFORCED CONCRETE EXPERIMENTAL INVESTIGATION ON STRENGTH AND DURABILITY PROPERTIES OF HYBRID FIBER REINFORCED CONCRETE SUDHEER JIROBE 1, BRIJBHUSHAN.S 2, MANEETH P D 3 1 M.Tech. Student, Department of Construction technology,

More information

LABORATORY DETERMINATION OF CALIFORNIA BEARING RATIO

LABORATORY DETERMINATION OF CALIFORNIA BEARING RATIO LABORATORY DETERMINATION OF CALIFORNIA BEARING RATIO STANDARD IS: 2720 (Part 16) 1979. DEFINITION California bearing ratio is the ratio of force per unit area required to penetrate in to a soil mass with

More information

A COMPREHENSIVE STUDY ON PARTIAL REPLACEMENT OF CEMENT WITH SUGARCANE BAGASSE ASH, RICE HUSK ASH & STONE DUST

A COMPREHENSIVE STUDY ON PARTIAL REPLACEMENT OF CEMENT WITH SUGARCANE BAGASSE ASH, RICE HUSK ASH & STONE DUST International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 3, May June 2016, pp. 163 172, Article ID: IJCIET_07_03_016 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=3

More information

STUDY OF STRENGTH OF CONCRETE WITH PALM OIL FUEL ASH AS CEMENT REPLACEMENT

STUDY OF STRENGTH OF CONCRETE WITH PALM OIL FUEL ASH AS CEMENT REPLACEMENT International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 3, May June 2016, pp. 337 341, Article ID: IJCIET_07_03_033 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=3

More information

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

CGA Standard Practices Series. Article 600 Standard for Pozzolan Enhanced Grouts Used in Annular Seals & Well Destruction California Groundwater Association An NGWA Affiliate State PO Box 14369 Santa Rosa CA 95402 707-578-4408 fax: 707-546-4906 email: cga@groundh2o.org website: www.groundh2o.org CGA Standard Practices Series

More information

Tests on Portland Cement

Tests on Portland Cement Tests on Portland Cement Dr. Kimberly Kurtis School of Civil Engineering Georgia Institute of Technology Atlanta, Georgia Composition Chemical Name Tricalcium silicate Chemical Formula 3CaO SiO 2 Shorthand

More information

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

Construction. 3-part thixotropic epoxy patching mortar. Product Description. Tests Product Data Sheet Edition 05/12/2014 Identification no: 020204030010000044 Sikadur -41 CF Rapid 3-part thixotropic epoxy patching mortar Construction Product Description Uses Characteristics / Advantages

More information

The Concrete Life Cycle: Maintain to Sustain. Fred Goodwin BASF Construction Chemicals (EB-N) Beachwood OH

The Concrete Life Cycle: Maintain to Sustain. Fred Goodwin BASF Construction Chemicals (EB-N) Beachwood OH The Concrete Life Cycle: Maintain to Sustain Fred Goodwin BASF Construction Chemicals (EB-N) Beachwood OH What is Concrete? Concrete: Instant rock -just add water to make a hard wet sponge. A composite

More information

Evaluation of M35 and M40 grades of concrete by ACI, DOE, USBR and BIS methods of mix design

Evaluation of M35 and M40 grades of concrete by ACI, DOE, USBR and BIS methods of mix design Evaluation of M35 and M40 grades of concrete by ACI, DOE, USBR and BIS methods of mix design Sharandeep Singh 1, Dr.Hemant Sood 2 1 M. E. Scholar, CIVIL Engineering, NITTTR, Chandigarh, India 2Professor

More information

Chapter 8 Design of Concrete Mixes

Chapter 8 Design of Concrete Mixes Chapter 8 Design of Concrete Mixes 1 The basic procedure for mix design is applicable to concrete for most purposes including pavements. Concrete mixes should meet; Workability (slump/vebe) Compressive

More information

TECHNICAL DATA SHEET. TOPECA, Lda Rua do Mosqueiro 2490 115 Cercal Ourém PORTUGAL. Tel.: 00 351 249 580 070 Fax.: 00 351 249 580 079

TECHNICAL DATA SHEET. TOPECA, Lda Rua do Mosqueiro 2490 115 Cercal Ourém PORTUGAL. Tel.: 00 351 249 580 070 Fax.: 00 351 249 580 079 TECHNICAL DATA SHEET TOPECA, Lda Rua do Mosqueiro 2490 115 Cercal Ourém PORTUGAL Tel.: 00 351 249 580 070 Fax.: 00 351 249 580 079 geral@ topeca. pt www.topeca.pt juntaemcor plus+ Pág. 2 Sanded texture

More information

DYNAMIC ANALYSIS OF THICK PLATES SUBJECTED TO EARTQUAKE

DYNAMIC ANALYSIS OF THICK PLATES SUBJECTED TO EARTQUAKE DYNAMIC ANALYSIS OF THICK PLATES SUBJECTED TO EARTQUAKE ÖZDEMİR Y. I, AYVAZ Y. Posta Adresi: Department of Civil Engineering, Karadeniz Technical University, 68 Trabzon, TURKEY E-posta: yaprakozdemir@hotmail.com

More information

ACCELERATING ADMIXTURE RAPIDITE -ITS EFFECT ON PROPERTIES OF CONCRETE

ACCELERATING ADMIXTURE RAPIDITE -ITS EFFECT ON PROPERTIES OF CONCRETE International Journal of Civil Engineering and Technology (IJCIET Volume 6, Issue 12, Dec 215, pp. 58-65, Article ID: IJCIET_6_12_6 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=6&itype=12

More information

Fire Preventive and Fireproof Performance Test and Evaluation Procedure Manual

Fire Preventive and Fireproof Performance Test and Evaluation Procedure Manual BR BO-01-02 Effective from June 1, 2000 Revision: March 26, 2002 Fire Preventive and Fireproof Performance Test and Evaluation Procedure Manual (Unofficial Manual) Technical Appraisal Department, Building

More information

Chapter 2 Basis of design and materials

Chapter 2 Basis of design and materials Chapter 2 Basis of design and materials 2.1 Structural action It is necessary to start a design by deciding on the type and layout of structure to be used. Tentative sizes must be allocated to each structural

More information

Frost Damage of Roof Tiles in Relatively Warm Areas in Japan

Frost Damage of Roof Tiles in Relatively Warm Areas in Japan Frost Damage of Roof Tiles in Relatively Warm Areas in Japan Influence of Surface Finish on Water Penetration Chiemi IBA Hokkaido Research Organization, Japan Shuichi HOKOI Kyoto University, Japan INTRODUCTION

More information

Effective thermal conductivity of foamcrete of different densities

Effective thermal conductivity of foamcrete of different densities www.crl.issres.net Vol. 2 (1) March 2011 Effective thermal conductivity of foamcrete of different densities Md Azree Othuman Mydin 1 1 School of Housing, Building and Planning, Universiti Sains Malaysia,

More information

Dubai Municipality Standard DMS 1: Part 5: 2004

Dubai Municipality Standard DMS 1: Part 5: 2004 Specification for precast concrete blocks Part 5: Normal-weight concrete-polystyrene sandwich masonry blocks Issue Date Revision Revision Description Prepared by Approved by Authorized by 19/12/2004 Issue

More information

Epoxy Crack Injection (the basics)

Epoxy Crack Injection (the basics) Epoxy Crack Injection (the basics) John Bors ChemCo Systems Introduction Overview of pressure crack injection Practical and technical issues Choose a primary repair technique Epoxy properties ChemCo Systems

More information

FIXIT.CH. Aerogel Insulating Plaster System. Handling Guidelines. Easy to use. Mineral based. 0.028 W/mK BAUSTOFFE MIT SYSTEM

FIXIT.CH. Aerogel Insulating Plaster System. Handling Guidelines. Easy to use. Mineral based. 0.028 W/mK BAUSTOFFE MIT SYSTEM FIXIT.CH Aerogel Insulating Plaster System Handling Guidelines BAUSTOFFE MIT SYSTEM λ 0.028 W/mK Mineral based Easy to use Efficient building insulation using space technology Aerogel high-performance

More information

Integration of a fin experiment into the undergraduate heat transfer laboratory

Integration of a fin experiment into the undergraduate heat transfer laboratory Integration of a fin experiment into the undergraduate heat transfer laboratory H. I. Abu-Mulaweh Mechanical Engineering Department, Purdue University at Fort Wayne, Fort Wayne, IN 46805, USA E-mail: mulaweh@engr.ipfw.edu

More information

PIEZOELECTRIC FILMS TECHNICAL INFORMATION

PIEZOELECTRIC FILMS TECHNICAL INFORMATION PIEZOELECTRIC FILMS TECHNICAL INFORMATION 1 Table of Contents 1. PIEZOELECTRIC AND PYROELECTRIC EFFECTS 3 2. PIEZOELECTRIC FILMS 3 3. CHARACTERISTICS PROPERTIES OF PIEZOELECTRIC FILMS 3 4. PROPERTIES OF

More information

ATOMS. Multiple Choice Questions

ATOMS. Multiple Choice Questions Chapter 3 ATOMS AND MOLECULES Multiple Choice Questions 1. Which of the following correctly represents 360 g of water? (i) 2 moles of H 2 0 (ii) 20 moles of water (iii) 6.022 10 23 molecules of water (iv)

More information

Hydrophobe VII., Lisbon

Hydrophobe VII., Lisbon Hydrophobe VII., Lisbon The water repellent treatment of building materials in thermal baths Debrecen, Hungary The geothermal potential in EU János Major University of Debrecen, Faculty of Thermal baths

More information

SIMULATION OF NONSTATIONARY HEATING/COOLING PROCESS OF TWO-STAGE THERMOELECTRIC MODULE

SIMULATION OF NONSTATIONARY HEATING/COOLING PROCESS OF TWO-STAGE THERMOELECTRIC MODULE SIMULATION OF NONSTATIONARY HEATING/COOLING PROCESS OF TWO-STAGE THERMOELECTRIC MODULE Vainer A.L., Perepeka V.I., Skipidarov S.Ya. ( Scientific research institute «Storm», 7, Tereshkova Str., Odessa,

More information

SULPHATE ATTACK AND CHLORIDE ION PENETRATION: THEIR ROLE IN CONCRETE DURABILITY

SULPHATE ATTACK AND CHLORIDE ION PENETRATION: THEIR ROLE IN CONCRETE DURABILITY SULPHATE ATTACK AND CHLORIDE ION PENETRATION: THEIR ROLE IN CONCRETE DURABILITY Concrete durability continues to be a subject of controversy among design professionals, specifiers, Government instrumentalities,

More information

Hardened Concrete. Lecture No. 14

Hardened Concrete. Lecture No. 14 Hardened Concrete Lecture No. 14 Strength of Concrete Strength of concrete is commonly considered its most valuable property, although in many practical cases, other characteristics, such as durability

More information

WATERPROOFING OF WET ROOMS

WATERPROOFING OF WET ROOMS WATERPROOFING OF WET ROOMS Waterproofing under tiles For longterm enjoyment of a wetroom area a complete and resistant waterproofing system is an important precondition. Most tiles are by themselves waterproof

More information

In this experiment, we will use three properties to identify a liquid substance: solubility, density and boiling point..

In this experiment, we will use three properties to identify a liquid substance: solubility, density and boiling point.. Identification of a Substance by Physical Properties 2009 by David A. Katz. All rights reserved. Permission for academic use provided the original copyright is included Every substance has a unique set

More information

7. Verification of Durability

7. Verification of Durability 59 7. Verification of Durability The performance verification performe thus far has shown that the structural performance is higher than the performance requirements. That performance must not be lost

More information

Wecryl Waterproofing System under surfacing supplied by others

Wecryl Waterproofing System under surfacing supplied by others Brief description The Wecryl waterproofing system allows a high-quality, seamless and crack-bridging waterproofing layer to be installed under loose-laid or bonded surfacing supplied by others (stone slabs,

More information

EVALUATION OF THE PERFORMANCE OF THE PROTECTIVE SURFACE COATINGS FOR CONCRETE

EVALUATION OF THE PERFORMANCE OF THE PROTECTIVE SURFACE COATINGS FOR CONCRETE EVALUATION OF THE PERFORMANCE OF THE PROTECTIVE SFE COATINGS FOR CONCRETE Haimoon CHEONG * Hwangu YU *2 Taesong AHN *3 Byunghwan OH *4 ABSTRT: Chloride penetration into concrete is the main cause of the

More information

GROUND GRANULATED BLAST FURNACE SLAG & SLAG CEMENT

GROUND GRANULATED BLAST FURNACE SLAG & SLAG CEMENT GROUND GRANULATED BLAST FURNACE SLAG & SLAG CEMENT GRANULATED BLAST FURNACE SLAG Blast Furnace Slag is an industrial by-product for production of pig iron from iron ore in blast furnaces. Raw iron is decomposed

More information

STUDY ON THE CHLORIDE DIFFUSION COEFFICIENT CALCULATED FROM A SIMPLE ACCELERATED CHLORIDE PENETRATION TEST USING ELECTRICITY

STUDY ON THE CHLORIDE DIFFUSION COEFFICIENT CALCULATED FROM A SIMPLE ACCELERATED CHLORIDE PENETRATION TEST USING ELECTRICITY STUDY ON THE CHLORIDE DIFFUSION COEFFICIENT CALCULATED FROM A SIMPLE ACCELERATED CHLORIDE PENETRATION TEST USING ELECTRICITY T. IYODA 1*, Y. HARASAWA 2, and Y. HOSOKAWA 3 1 Depertment of Civil Engineering,

More information

Ultra-High Strength Concrete Mixtures Using Local Materials

Ultra-High Strength Concrete Mixtures Using Local Materials UltraHigh Strength Concrete Mixtures Using Local Materials Srinivas Allena 1 and Craig M. Newtson 2 1 New Mexico State University, Civil Engineering Department, P.O. Box 30001, MSC 3CE, Las Cruces, NM

More information

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

A Study on the Flexural and Split Tensile Strengths of Steel Fibre Reinforced Concrete at High Temperatures A Study on the Flexural and Split Tensile Strengths of Steel Fibre Reinforced Concrete at High Temperatures 1 P. Jyotsna Devi, 2 Dr. K. Srinivasa Rao 1,2 Dept. of Civil Engg, Andhra University, Visakhapatnam,

More information

Lecture Topics Atomic weight, Mole, Molecular Mass, Derivation of Formulas, Percent Composition

Lecture Topics Atomic weight, Mole, Molecular Mass, Derivation of Formulas, Percent Composition Mole Calculations Chemical Equations and Stoichiometry Lecture Topics Atomic weight, Mole, Molecular Mass, Derivation of Formulas, Percent Composition Chemical Equations and Problems Based on Miscellaneous

More information

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

LIGHTWEIGHT SCREEDS MADE OF CONCRETE AND RECYCLED POLYMERS: ACOUSTIC, THERMAL, MECHANICAL AND CHEMICAL CHARACTERIZATION LIGHTWEIGHT SCREEDS MADE OF CONCRETE AND RECYCLED POLYMERS: ACOUSTIC, THERMAL, MECHANICAL AND CHEMICAL CHARACTERIZATION Francesco Asdrubali Francesco D Alessandro Samuele Schiavoni Giorgio Baldinelli Department

More information

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

SOIL-LIME TESTING. Test Procedure for. TxDOT Designation: Tex-121-E 1. SCOPE 2. APPARATUS 3. MATERIALS TXDOT DESIGNATION: TEX-121-E Test Procedure for SOIL-LIME TESTING TxDOT Designation: Tex-121-E Effective Date: August 2002 1. SCOPE 1.1 This method consists of three parts. 1.1.1 Part I determines the unconfined compressive strength

More information

PSD, Polymeric Fibers and the Permeability of Refractory Castables

PSD, Polymeric Fibers and the Permeability of Refractory Castables The permeability of castables designed using various PSDs was affected in distinct ways by the addition of polymeric fibers having the same diameter but variable lengths. PSD, Polymeric Fibers and the

More information

TIME DEPENDENT CHLORIDE DIFFUSION COEFFICIENT FIELD STUDIES OF CONCRETE EXPOSED TO MARINE ENVIRONMENT IN NORWAY

TIME DEPENDENT CHLORIDE DIFFUSION COEFFICIENT FIELD STUDIES OF CONCRETE EXPOSED TO MARINE ENVIRONMENT IN NORWAY TIME DEPENDENT CHLORIDE DIFFUSION COEFFICIENT FIELD STUDIES OF CONCRETE EXPOSED TO MARINE ENVIRONMENT IN NORWAY Gro Markeset (1,2) and Ola Skjølsvold (1) (1) SINTEF Building and Infrastructure, Norway

More information

Unit 2: Quantities in Chemistry

Unit 2: Quantities in Chemistry Mass, Moles, & Molar Mass Relative quantities of isotopes in a natural occurring element (%) E.g. Carbon has 2 isotopes C-12 and C-13. Of Carbon s two isotopes, there is 98.9% C-12 and 11.1% C-13. Find

More information

CHAPTER-3: EXPERIMENTAL PROCEDURE

CHAPTER-3: EXPERIMENTAL PROCEDURE CHAPTER-3: EXPERIMENTAL PROCEDURE 58 3. EXPERIMENTAL PROCEDURE This chapter presents the experimental set up used to carryout characterization of the samples, granulometry studies and pellet firing studies.

More information

Construction Specifications for Keyhole Pavement Coring and Reinstatement

Construction Specifications for Keyhole Pavement Coring and Reinstatement F I N A L Construction Specifications for Keyhole Pavement Coring and Reinstatement Gas Technology Institute 1700 S. Mount Prospect Rd. Des Plaines, Illinois 60018 www.gastechnology.org Version 13 October

More information

GRC Porticos. Lightweight entrance porticos ABBEY ARTSTONE

GRC Porticos. Lightweight entrance porticos ABBEY ARTSTONE GRC Porticos Lightweight entrance porticos ABBEY ARTSTONE GRC Porticos Lightweight entrance porticos Abbey Artstone's range of lightweight products designed for the construction industry is the only range

More information

OLD BUILDINGS RESTORATION TECHNIQUE. Dr-Ing JK Makunza University of Dar es Salaam 18 th May 2011

OLD BUILDINGS RESTORATION TECHNIQUE. Dr-Ing JK Makunza University of Dar es Salaam 18 th May 2011 OLD BUILDINGS RESTORATION TECHNIQUE Dr-Ing JK Makunza University of Dar es Salaam 18 th May 2011 Introduction Zanzibar is an archipelago made up of Zanzibar and Pemba Islands. It is located in the Indian

More information

Example Specification for Concrete using Current Building Code Requirements

Example Specification for Concrete using Current Building Code Requirements Example Specification for Concrete using Current Building Code Requirements DISCLAIMER: This specification is an example that accompanies a seminar titled The P2P Initiative: Performance-based Specs for

More information

Selective Laser Sintering of Duraform TM Polyamide with Small-Scale Features

Selective Laser Sintering of Duraform TM Polyamide with Small-Scale Features Selective Laser Sintering of Duraform TM Polyamide with Small-Scale Features Vinay Sriram, Kristin Wood, David Bourell and Joseph J Beaman Department of Mechanical Engineering Laboratory of Freeform Fabrication

More information

New Thermal Architecture For Future Green Data Centres

New Thermal Architecture For Future Green Data Centres New Thermal Architecture For Future Green Data Centres S. Le Masson, D. Nörtershäuser France Télécom R&D 2, Av Pierre Marzin 22300 Lannion FRANCE stephane.lemasson@orange-ftgroup.com ; david.nortershauser@orange-ftgroup.com,

More information

Built-up roofing solutions with rigid insulation boards on concrete decks for new-build and refurbishment E-a5

Built-up roofing solutions with rigid insulation boards on concrete decks for new-build and refurbishment E-a5 Cl Sfb (27-9) Rn7 M2 December 2004 Built-up roofing solutions with rigid insulation boards on concrete decks for new-build and refurbishment E-a5 Fesco, Fesco S, Retrofit, Retrofit S, Fesco Fillet, PF,

More information

Optimum Curing Cycles for Precast Concrete

Optimum Curing Cycles for Precast Concrete Optimum Curing Cycles for Precast Concrete Dr Norwood Harrison, Technical Support Manager, Humes Mr Tom Howie, Manager Engineered Structures, Humes Prepared for the Concrete Pipe Association of Australasia,

More information

Mold Preventing I nterior System

Mold Preventing I nterior System interior insulation and renovation boards A system of components that have been designed to work perfectly together to repair damage caused by mold. The system consists of boards, insulation wedges, reveal

More information

IB Chemistry. DP Chemistry Review

IB Chemistry. DP Chemistry Review DP Chemistry Review Topic 1: Quantitative chemistry 1.1 The mole concept and Avogadro s constant Assessment statement Apply the mole concept to substances. Determine the number of particles and the amount

More information

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

SECTION 18 - CAST IN PLACE HIGH PERFORMANCE CONCRETE (HPC) SECTION 18 - CAST IN PLACE HIGH PERFORMANCE CONCRETE (HPC) 1.0 DESCRIPTION This section details the requirements for materials and methods in the proportioning, mixing, transporting, placing, finishing

More information

Stone crusher dust as a fine aggregate in Concrete for paving blocks

Stone crusher dust as a fine aggregate in Concrete for paving blocks Stone crusher dust as a fine aggregate in Concrete for paving blocks Radhikesh P. Nanda 1, Amiya K. Das 2, Moharana.N.C 3 1 Associate Professor, Department of Civil Engineering, NIT Durgapur, Durgapur

More information

Study of durability of sprayed concrete

Study of durability of sprayed concrete Study of durability of sprayed concrete ADAM HUBÁČEK, RUDOLF HELA Department of Technology of Building Materials and Components Brno University of Technology, Faculty of Civil Engineering Veveří 95, 602

More information

HIGHWAYS DEPARTMENT GUIDANCE NOTES ON ROAD SURFACE REQUIREMENTS FOR EXPRESSWAYS AND HIGH SPEED ROADS

HIGHWAYS DEPARTMENT GUIDANCE NOTES ON ROAD SURFACE REQUIREMENTS FOR EXPRESSWAYS AND HIGH SPEED ROADS HIGHWAYS DEPARTMENT GUIDANCE NOTES ON ROAD SURFACE REQUIREMENTS FOR EXPRESSWAYS AND HIGH SPEED ROADS Research & Development Division RD/GN/032 June 2007 1. Purpose ROAD SURFACE REQUIREMENTS FOR EXPRESSWAYS

More information

THERMAL CONDUCTIVITY AND THERMAL EXPANSION COEFFICIENT OF GFRP COMPOSITE LAMINATES WITH FILLERS

THERMAL CONDUCTIVITY AND THERMAL EXPANSION COEFFICIENT OF GFRP COMPOSITE LAMINATES WITH FILLERS THERMAL CONDUCTIVITY AND THERMAL EXPANSION COEFFICIENT OF GFRP COMPOSITE LAMINATES WITH FILLERS K. Devendra $ and T. Rangaswamy & $ Asst. Professor, Dept. of Mech. Engineering, SKSVMACET, Laxmeshwar, KA,

More information

2. PREPARATION OF TEST SPECIMENS

2. PREPARATION OF TEST SPECIMENS Leaching of Cement Lining in Newly-Laid Water Mains (Part II) Ong Tuan Chin and Dr. Wong Sook Fun School of Civil and Environmental Engineering, Nanyang Technological University, 5 Nanyang Avenue, Singapore

More information

Laser sintering of greens compacts of MoSi 2

Laser sintering of greens compacts of MoSi 2 Laser sintering of greens compacts of MoSi 2 G. de Vasconcelos 1, R. Cesar Maia 2, C.A.A.Cairo 3, R. Riva 2, N.A.S.Rodrigues 2, F.C.L.Mello 3 Instituto de Estudos Avançados 1, Instituto Tecnológico de

More information