Concrete, Microstructure, Properties and Materials

Total Page:16

File Type:pdf, Size:1020Kb

Load more

CONCRETE Microstructure, Properties and Materials P. Kumar Mehta Paulo J. M. Monteiro October 20, 2001 Contents Foreword to the First Edition 5 Preface to the First Edition 7 Preface to the Second Edition 11 Acknowledgments 13 I Structures and Properties of Hardened Concrete 15 1 Introduction to Concrete 17 1.1 Concrete as a Structural Material ....................................... 17 1.2 Components of Modern Concrete ....................................... 18 1.3 Types of Concrete ............................................... 19 1.4 Properties of Hardened Concrete and their Significance ........................... 19 1.5 Units of Measurement ............................................. 21 1.6 Test your Knowledge ............................................. 21 1.7 Suggestions for Further Study ........................................ 21 2 The Structure of Concrete 23 3 Strength 33 4 Dimensional Stability 47 5 Durability 61 II Concrete Materials, Mix Proportioning, and Early-Age Properties 89 6 Hydraulic Cements 91 6.1 Hydraulic and Nonhydraulic Cements .................................... 91 6.1.1 Definitions, and the Chemistry of Gypsum and Lime Cements ................... 91 6.2 Portland Cement ............................................... 91 6.2.1 Manufacturing Process ........................................ 92 6.2.2 Chemical Composition ........................................ 92 6.2.3 Determination of Compound Composition from Chemical Analysis ................ 93 3 4 CONTENTS 6.2.4 Crystal Structures and Reactivity of Compounds .......................... 93 6.2.5 Fineness ............................................... 95 6.3 Hydration of Portland Cement ........................................ 95 6.3.1 Significance .............................................. 95 6.3.2 Mechanism of Hydration ....................................... 96 6.3.3 Hydration of the Aluminates ..................................... 96 6.3.4 Hydration of the Silicates ....................................... 97 6.4 Heat of Hydration ............................................... 98 6.5 Physical Aspects of the Setting and Hardening Process ........................... 99 6.6 Effect of Cement Characteristics on Strength and Heat of Hydration .................... 99 6.7 Types of Portland Cement ........................................... 100 6.8 Special Hydraulic Cements .......................................... 101 6.8.1 Classification and Nomenclature ................................... 101 6.8.2 Blended Portland Cements ...................................... 101 6.8.3 Expansive Cements .......................................... 103 6.8.4 Rapid Setting and Hardening Cements ................................ 104 6.8.5 Oil-Well Cements ........................................... 104 6.8.6 White or Colored Cements ...................................... 105 6.8.7 Calcium Aluminate Cement ..................................... 106 7 Aggregates 111 8 Admixtures 123 9 Proportioning Concrete Mixtures 137 9.1 Significance and Objectives .......................................... 137 9.2 General Considerations ............................................ 138 9.3 Procedures ................................................... 140 9.4 Sample Computations ............................................. 142 10 Concrete at Early Ages 147 III Recent Advances and Concrete in the Future 165 11 Progress in Concrete Technology 167 12 Advances in Concrete Mechanics 201 13 The Future of Concrete 231 Foreword to the First Edition Professor Mehta has presented the subject of concrete in a remarkably clear and logical manner. Actually, he has adopted a rather revolutionary approach, rejecting the dry and pedantic presentations of past texts, in order to address concrete as a living material, both in itself and in its application to structures and facilities built to serve society. While this book accurately reflects the latest scientific advances in concrete structure and technology, it recognizes that working with concrete is an “art.” Thus he has structured the book’s arrangement and presentation from the point of view of the professional engineer charged with designing and building facilities of concrete. He introduces not only the lates understanding of this complex material but the new and exciting techniques that enable dramatic improvements in the properties and performance of concrete. The book is written primarily as an introductory text for Civil Engineering undergraduate students, but graduate students and professionals alike will find it useful for its lucid explanations and comprehensive treatment of the many interactive aspects. Ben C. Gerwick, Jr. Professor of Civil Engineering University of California, Berkeley 5 6 CONTENTS Preface to the First Edition Portland cement concrete is presently the most widely used manufactured material. Judging from world trends, the future of concrete looks even brighter because for most purposes it offers suitable engineering properties at low cost, combined with energy-saving and ecological benefits. It is therefore desirable that engineers know more about concrete than about other building materials. There are several difficulties in preparing a scientific treatise on concrete as a material. First, in spite of concrete’s ap- parent simplicity, it has a highly complex structure; therefore, the structure-property relations that are generally so helpful in the understanding and control of material properties cannot be easily applied. Concrete contains a heterogeneous distri- bution of many solid components as well as pores of varying shapes and sizes which may be completely or partially filled with alkaline solutions. Analytical methods of material science and solid mechanics which work well with manufactured materials that are relatively homogeneous and far less complex, such as steel, plastics, and ceramics, do not seem to be very effective with concrete. Second, compared to other materials, the structure of concrete is not a static property of the material. This is because two of the three distinctly different components of the structure – the bulk cement paste and the transition zone between the aggregate and the bulk cement past – continue to change with time. In this respect, concrete resembles wood and other living systems. In fact, the word concrete comes from the Latin term concretus, which means to grow. Strength and some other properties of concrete depend on the cement hydration products, which continue to form for several years. Although the products are relatively insoluble, they can slowly dissolve and recrystallize in moist environments, thus imparting to concrete the ability to heal microcracks. Third, unlike other material which are delivered in a ready-to-use form, concrete often has to be manufactured just before use at or near the job site. Typically, a book on concrete begins with a detailed account of the composition and properties of concrete-making materials, e.g., cements, aggregates, and admixtures. This is followed by descriptions of methods for mix proportioning; equipment for batching, mixing, and transporting; and the technology of compacting, finishing, and curing concrete. The properties of concrete as a material and the principles governing them appear much later in the book, and are usually lost in a maze of non-scientific information, such as test methods, specifications, and applications. This book is not intended to be an exhaustive treatise on concrete. Written primarily for the use of undergraduate students in civil engineering, it is proposed to present the art and science of concrete in a simple, clear, and scientific manner. The term scientific manner does not imply an emphasis on theoretical physics, chemistry, or mathematics. Because of the highly complex and dynamic nature of the material, theoretical models have produced only “theoretical concretes,” and have proven to be of little value in practice. In fact, there is a popular joke in the concrete industry: What is abstract cannot be concrete. Most of our knowledge of the properties of concrete and the factors affecting it which forms the basis for current codes of concrete practice comes not from theoretical studies, but from laboratory and field experience. This experience provides adequate explanations for the properties of concrete and how and why they are influenced by various factors. By a scientific treatment of the subject, therefore, the author means that, as far as possible, structure-property relations are emphasized; that is, in addition to a presentation of the state of the art, rational explanations are provided for the observed behavior. In regard to the organization of the subject matter, the author has taken a somewhat different than traditional approach. In many countries, since most of the concrete is ready-mixed and since the ready-mixed concrete industry has increasingly assumed the responsibility of selecting concrete-making materials and mix proportions, it is not essential to emphasize 7 8 CONTENTS these topic in the beginning of a book. Most civil engineers involved with design, construction, and analysis of concrete structure are interested primarily in the properties of hardened concrete. The first part of this three-part book is there- fore devoted to the properties of hardened concrete: for example, strength, elastic modulus, drying shrinkage, thermal shrinkage, creep, tensile strain capacity, permeability, and durability to physical and chemical processes of degradation. Definition of terms, the significance
Recommended publications
  • Investigating the Pozzolanic Reaction of Post-Consumption Glass Powder

    Investigating the Pozzolanic Reaction of Post-Consumption Glass Powder

    Investigating the pozzolanic reaction of post-consumption glass powder and the role of portlandite in the formation of sodium-rich C-S-H Mehdi Mejdi, Wiliam Wilson, Mickael Saillio, Thierry Chaussadent, Loïc Divet, Arezki Tagnit-Hamou To cite this version: Mehdi Mejdi, Wiliam Wilson, Mickael Saillio, Thierry Chaussadent, Loïc Divet, et al.. Investi- gating the pozzolanic reaction of post-consumption glass powder and the role of portlandite in the formation of sodium-rich C-S-H. Cement and Concrete Research, Elsevier, 2019, 123, 8 p. 10.1016/j.cemconres.2019.105790. hal-02181573 HAL Id: hal-02181573 https://hal.archives-ouvertes.fr/hal-02181573 Submitted on 25 May 2021 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. Version of Record: https://www.sciencedirect.com/science/article/pii/S0008884619302728 Manuscript_8cccda46c02afc8e437c2bf6dcd461cd 1 Investigating the pozzolanic reaction of post-consumption 2 glass powder and the role of portlandite in the formation 3 of sodium-rich C-S-H 4 Mehdi Mejdi a,b , William Wilson b, Mickael Saillio a, Thierry Chaussadent a, Loic Divet a, and 5 Arezki Tagnit-Hamou b 6 7 a Université de Paris-Est, MAST, CPDM, IFSTTAR F-77447 Marne-La-Vallée, France 8 b Département de Génie Civil, Université de Sherbrooke, Sherbrooke (Québec), J1K 2R1, Canada 9 10 Abstract 11 The use of glass powder (GP) as an alternative SCM offers a viable opportunity to partially substitute 12 OPC, and therefore provides economic and environmental benefits.
  • Alkali-Silica Reactivity: an Overview of Research

    Alkali-Silica Reactivity: an Overview of Research

    SHRP-C-342 Alkali-Silica Reactivity: An Overview of Research Richard Helmuth Construction Technology Laboratories, Inc. With contributions by: David Stark Construction Technology Laboratories, Inc. Sidney Diamond Purdue University Micheline Moranville-Regourd Ecole Normale Superieure de Cachan Strategic Highway Research Program National Research Council Washington, DC 1993 Publication No. SHRP-C-342 ISBN 0-30cL05602-0 Contract C-202 Product No. 2010 Program Manager: Don M. Harriott Project Maxtager: Inam Jawed Program AIea Secretary: Carina Hreib Copyeditor: Katharyn L. Bine Brosseau May 1993 key words: additives aggregate alkali-silica reaction cracking expansion portland cement concrete standards Strategic Highway Research Program 2101 Consti!ution Avenue N.W. Washington, DC 20418 (202) 334-3774 The publicat:Lon of this report does not necessarily indicate approval or endorsement by the National Academy of Sciences, the United States Government, or the American Association of State Highway and Transportation Officials or its member states of the findings, opinions, conclusions, or recommendations either inferred or specifically expressed herein. ©1993 National Academy of Sciences 1.5M/NAP/593 Acknowledgments The research described herein was supported by the Strategic Highway Research Program (SHRP). SHRP is a unit of the National Research Council that was authorized by section 128 of the Surface Transportation and Uniform Relocation Assistance Act of 1987. This document has been written as a product of Strategic Highway Research Program (SHRP) Contract SHRP-87-C-202, "Eliminating or Minimizing Alkali-Silica Reactivity." The prime contractor for this project is Construction Technology Laboratories, with Purdue University, and Ecole Normale Superieure de Cachan, as subcontractors. Fundamental studies were initiated in Task A.
  • Co2ntrol Sofnolime IFU (English) |

    Co2ntrol Sofnolime IFU (English) |

    Colour indicator Isoflurane, Desflurane and Sevoflurane. Sevoflurane (only) is reported to be During use the white granules will start to turn violet in colour and will able to degrade in contact with strong bases to produce breakdown ® deepen in intensity to indicate exhaustion of Sofnolime® and Sofnolime products of unknown toxicity to humans. Desflurane can degrade to produce SoLo®. The intensity of colour change may vary from one procedure to small amounts of carbon monoxide if it gets warm in the presence of a another. The appearance of a colour change confirms the activity of the strong alkali. Sofnolime® and Sofnolime SoLo® uses a low concentration co ntrol material and indicates the progress of the carbon dioxide absorption. of sodium hydroxide to catalyse the reaction. This ensures a high carbon 2 This allows any severe uneven gas flow (chanelling) within the canister dioxide capacity whilst at the same time minimising the risk of anaesthetic to be identified. agent interactions. Suitable monitoring of inspired carbon dioxide is required to assess when Neither carbon monoxide nor compound A, in other than trace clinically to replace the soda lime as it is the trailing edge of the reaction zone that insignificant amounts, are formed in a properly run circuit. Extreme, INSTRUCTIONS FOR USE changes colour, not the leading edge. A slowly increasing carbon dioxide abnormally hot, dry conditions are required to produce significant quantities of any by-products. Sofnolime® and Sofnolime SoLo® is widely used with ® ® 1. concentration at the outlet will usually begin to occur when the colour Sofnolime and Sofnolime SoLo Press the button; the absorber change has penetrated to around half the depth of the cartridge.
  • ANAESTHETIC BREATHING SYSTEMS Rebreathing That Occurs with Any Particular Dr Q Milner, Papworth Hospital, Cambridge, UK

    ANAESTHETIC BREATHING SYSTEMS Rebreathing That Occurs with Any Particular Dr Q Milner, Papworth Hospital, Cambridge, UK

    20 Update in Anaesthesia ANAESTHETIC BREATHING SYSTEMS rebreathing that occurs with any particular Dr Q Milner, Papworth Hospital, Cambridge, UK. anaesthetic breathing system depends on four factors; the design of the individual breathing circuit, The delivery systems which conduct anaesthetic the mode of ventilation (spontaneous or controlled), gases from an anaesthetic machine to the patient are the fresh gas flow rate and the patient’s respiratory known as the breathing systems or circuits. They pattern. Circuits may eliminate rebreathing either are designed to allow either spontaneous respiration by ensuring an adequate flow of fresh gas which or intermittent positive pressure ventilation (IPPV) flushes the circuit clear of alveolar gas, or, in the and consist of a reservoir bag, anaesthetic tubing, case of a circle system by the use of sodalime which and a pressure relief valve. A number of mechanical absorbs the CO2 so that low fresh gas flows may be ventilators include a specific breathing system eg used. For each of the circuits described below, fresh the Manley series. Other ventilators have been gas flow rates that will ensure minimal rebreathing designed to operate with existing breathing systems will be suggested. e.g. the Penlon Nuffield 200. Classification of breathing systems The function of breathing is to maintain a supply of A number of classifications exist and the one oxygen to the lungs for the blood to transport to the introduced in 1954 by Professor W W Mapleson is tissues and to remove carbon dioxide from the most commonly used in the UK (Figure 1). It does body. A breathing circuit must enable a patient to not however, include systems with carbon dioxide breathe satisfactorily without significantly absorption.
  • Carbon Dioxide Absorbent Granules

    Carbon Dioxide Absorbent Granules

    Carbon Dioxide Absorbent Granules QUALITY - ENHANCED COMPOSITION STANDARD FEATURES Carbolime carbon dioxide absorbent is a granular No KOH - Minimum anesthetic agent soda lime based compound intended for the ecient degradation (e.g., sevourane to Compound A removal of carbon dioxide from closed and semi- and other toxic products) compared to other closed patient breathing circuits without the use of brands containing potassium hydroxide. potassium hydroxide (KOH). Low Dust - Minimum dust levels with the Carbolime contains a precise mixture of calcium benets of high surface area and graded particle hydroxide (Ca(OH)2), water, and a small amount of size. sodium hydroxide (NaOH), with ethyl violet indicator dye to provide white -to-violet color change Low risk of carbon monoxide formation due to upon exhaustion. good resistance of dry gas desiccation. Available in several convenient package sizes, Low Bulk Density -Less weight required to ll Carbolime is supplied as hard, irregularly shaped absorber and, therefore, less waste when relling granules that have been processed to minimize dust frequent ly (e.g., daily) prior to full exhaustion. formation from friction. Carbolime has a moisture content of 12-19%, and is manufactured with a Low odor due to reliable control of indicator dye hardness and porosity which delivers dependable, concentration. Dye overdosing causes amines to ecient CO2 absorption. be released; dye underdosing causes poor/no color change. Allied’s Carbolime meets or exceeds the United States Pharmacopoeia National Formulary specications for soda lime and is manufactured in accordance with the United States Food and Drug Administration (FDA), Quality System Requirements (QSR), and ISO 13485 guidelines.
  • Anesthetic Equipment

    Anesthetic Equipment

    ANESTHETIC EQUIPMENT PURPOSES OF THE ANESTHETIC MACHINE Provide oxygen (machine system) Deliver precise amounts of anesthetic agent (machine system) Remove CO 2 (breathing system) Provide assisted or controlled ventilation (breathing system) to the patient BASIC COMPONENTS OF THE ANESTHETIC MACHINE Gas source- compressed oxygen Provides for the oxygen requirements of the patient and acts as a carrier gas for the inhalation anesthetic agent. Oxygen is stored as a compressed gas held under pressure in metal cylinders. Cylinder sizes are designated according to letters, with size ‘A’ being the smallest; size ‘E’ (E- tank) is commonly used on anesthesia machine. H-tanks are also used at HSVMA-RAVS clinics, usually with a manifold that allows multiple machines to operate off the same tank. Cylinders are color coded according to the gas contained, green indicates oxygen. Handle pressurized cylinders with respect. Dropping or knocking cylinders can damage them and result in their acting as a "missile", causing serious personnel or structural damage. Secure cylinders at all times with racks or lay them on their sides to prevent tipping or falling. All pressure tanks have a stem with a valve that allows the flow of oxygen to be turned on or off. You should know where these valves are located. E-tanks take a special key or wrench to operate the valve. H-tanks have a handle permanently attached to the valve stem. Pressure regulator (pressure reducing valves) As oxygen moves from the high-pressure tank (at up to 2200 psi) into the anesthetic machine, the pressure is lowered by a regulator to provide a safe operating pressure (45-50 psi).
  • Thermodynamic Modelling of Cao- Al2o3-Sio2-H2O-Based Cements Rupert Jacob Myers

    Thermodynamic Modelling of Cao- Al2o3-Sio2-H2O-Based Cements Rupert Jacob Myers

    Thermodynamic Modelling of CaO- Al2O3-SiO2-H2O-Based Cements Rupert Jacob Myers Supervisors: Prof. John L. Provis Dr. Susan A. Bernal Dr. Barbara Lothenbach A thesis submitted in total fulfilment of the requirements for the degree of Doctor of Philosophy Department of Materials Science & Engineering The University of Sheffield May 2015 Abstract Most concrete is produced using calcium (alkali) aluminosilicate hydrate (C-(N-)A- S-H)-based cement. However, the chemistry of this phase in many cement-based materials is still not fully understood. This thesis presents a structural and thermodynamic investigation of C-(N-)A-S-H and C-(N-)A-S-H-based cements to provide insight into the chemistry of these materials. A mixed cross-linked and non-cross-linked tobermorite-like structural model for C- (N)-A-S-H is developed (the CSTM), which more appropriately describes the spectroscopic information available for this phase. Application of the CSTM to a Na2SiO3-activated slag cement cured for 56 and 180 days indicates the presence of a poorly-crystalline zeolite-like phase. The role of Al in cross-linking of C-(N-)A-S-H is also studied, which provides a more advanced description of the chemistry and structure of C-(N-)A-S-H than previously reported. A thermodynamic model for C-(N-)A-S-H (CNASH_ss) is derived, which greatly advances the utility of thermodynamic modelling of C-(N-)A-S-H-based cements by explicitly defining Al and alkali uptake in this phase. The chemistry of alkali- activated slag (AAS)-based cements is simulated using CNASH_ss and an ideal solid solution thermodynamic model for MgAl-OH-LDH that is also developed in the thesis.
  • Interesting Facts About Soda-Lime Used in Xenon Delivery Systems

    Interesting Facts About Soda-Lime Used in Xenon Delivery Systems

    October 2015 Interesting facts about Soda-Lime used in Xenon Delivery Systems This is the third and final discussion in a series of three Hot Tips. In the preceding Hot Tips for the Technologist I gave you some interesting facts about the activated charcoal and Drierite used in xenon delivery systems. In this Hot Tip I would like to conclude this theme and talk about the use of Soda-Lime in xenon delivery systems. Soda-Lime is a mixture of chemicals, used in granular form in closed breathing environments, such as general anesthesia, submarines, rebreathers, recompression chambers, respiratory therapy departments and xenon delivery systems, to remove carbon dioxide from breathing gases to prevent CO2 retention and carbon dioxide poisoning. It is made by treating slaked lime with concentrated sodium hydroxide solution. The main chemical components of Soda-Lime are: calcium hydroxide, Ca(OH)2 (about 75%); water, H2O (about 20%); sodium hydroxide, NaOH (about 3%) and potassium hydroxide, KOH (about 1%). As an aid in determining the progressive exhaustion of Soda-Lime, an ethyl violet indicator dye (a sensitive acid based indicator) is added to the formulation. Soda-Lime absorbent will change in color from white to violet as the absorption reaction proceeds through the bed of absorbent in the direction of the gas flow. As the PH of the absorbent decreases below 10.3, the dye changes color from white to violet. Full exhaustion is indicated by a deep violet color. Unlike activated charcoal and Drierite, Soda-Lime cannot be regenerated once exhausted and should be disposed of after each patient use.
  • Carbon Dioxide Absorption and Channelling in Closed Circuit Rebreather Scrubbers

    Carbon Dioxide Absorption and Channelling in Closed Circuit Rebreather Scrubbers

    Carbon Dioxide Absorption and Channelling in Closed Circuit Rebreather Scrubbers Dr. Shona Cunningham, Mechanical Engineering, Cork Institute of Technology 26th Annual Medical Engineering Student Project Competitions Introduction: Closed Circuit Rebreather (CCR) technology - a type of Self Contained Underwater Breathing Apparatus (SCUBA) technology - has in recent years become the predominant professional technology of choice in the commercial, military and technical diving communities [1]. CCR technology achieves the recycling of breathing gas by passing the gas through a carbon dioxide (CO2) chemical scrubber combined with the introduction of pure oxygen into the resultant scrubbed gas to maintain oxygen content at a life supporting level. One of the main dangers currently faced by divers using this equipment is the risk of CO2 poisoning if the scrubber fails [2]. This life threatening failure occurs due to CO2 breakthrough - breakthrough being defined as the passing of unscrubbed canister effluent through the chemical absorbent. A variety of reasons exist for CO2 breakthrough - not all of the reasons are understood, can be identified or indeed compensated for by the operator [3]. The investigation of CO2 absorption within CCR technology is essential to identify breakthrough causes and design for failure reduction. An extensive review of CCR design, applications and current modelling techniques identifies the need to enhance CCR simulation through mixture model theory to simulate the chemical reactions Figure 1 Closed Circuit Rebreather occurring within the rebreather scrubber system. (Centre Canister) Methodology: Transient computational fluid dynamic (CFD) models are developed to investigate the kinetics of flow and CO2 absorption focusing on the chemical reaction between the absorbent soda lime and CO2.
  • Surface Analysis of Stressed and Control Tin Oxide Thin Films on Soda Lime Glass

    Surface Analysis of Stressed and Control Tin Oxide Thin Films on Soda Lime Glass

    May 2003 • NREL/CP-520-33602 Surface Analysis of Stressed and Control Tin Oxide Thin Films on Soda Lime Glass J.W. Pankow Presented at the National Center for Photovoltaics and Solar Program Review Meeting Denver, Colorado March 24-26, 2003 National Renewable Energy Laboratory 1617 Cole Boulevard Golden, Colorado 80401-3393 NREL is a U.S. Department of Energy Laboratory Operated by Midwest Research Institute • Battelle • Bechtel Contract No. DE-AC36-99-GO10337 NOTICE The submitted manuscript has been offered by an employee of the Midwest Research Institute (MRI), a contractor of the US Government under Contract No. DE-AC36-99GO10337. Accordingly, the US Government and MRI retain a nonexclusive royalty-free license to publish or reproduce the published form of this contribution, or allow others to do so, for US Government purposes. This report was prepared as an account of work sponsored by an agency of the United States government. Neither the United States government nor any agency thereof, nor any of their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or usefulness of any information, apparatus, product, or process disclosed, or represents that its use would not infringe privately owned rights. Reference herein to any specific commercial product, process, or service by trade name, trademark, manufacturer, or otherwise does not necessarily constitute or imply its endorsement, recommendation, or favoring by the United States government or any agency thereof. The views and opinions of authors expressed herein do not necessarily state or reflect those of the United States government or any agency thereof.
  • Lectures on Materials Science for Architectural Conservation

    Lectures on Materials Science for Architectural Conservation

    Lectures on Materials Science for Architectural Conservation Lectures on Materials Science for Architectural Conservation Giorgio Torraca The Getty Conservation Institute Los Angeles ©2009 J. Paul Getty Trust The Getty Conservation Institute 1200 Getty Center Drive, Suite 700 Los Angeles, CA 90049-1684 United States Telephone 310 440-7325 Fax 310 440-7702 E-mail [email protected] www.getty.edu/conservation Production editor: Angela Escobar Copy editor: Dianne Woo Designer: Hespenheide Design ISBN: 978-0-9827668-3-5 (print on demand) The Getty Conservation Institute works internationally to advance conservation practice in the visual arts—broadly interpreted to include objects, collections, architecture, and sites. The GCI serves the conservation community through scientific research, education and training, model field projects, and the dissemination of the results of both its own work and the work of others in the field. In all its endeavors, the GCI focuses on the creation and delivery of knowledge that will benefit the professionals and organizations responsible for the conservation of the world’s cultural heritage. Contents vii Foreword Giacomo Chiari ix Preface Part 1 1 Electronegativity, Chemical Bonds, Crystals, Molecules, and Chemical Reactions 1 1.1 Electronegativity 2 1.2 Chemical Bonds 8 1.3 Properties of Materials as a Function of the Bond Type 14 1.4 Molecules 21 1.5 Chemical Reactions 30 1.6 Physical Transformations—Solutions and Emulsions 36 1.7 Hydrophilic and Hydrophobic Materials Part 2 38 Mortars, Bricks, and Concretes:
  • P3 Soda Lime Instructions for Use Medical.Pdf

    P3 Soda Lime Instructions for Use Medical.Pdf

    INSTRUCTIONS FOR USE P3 SODA LIME FILLING ABSORBERS To ensure satisfactory performance in use, loose fill absorbers must be filled correctly and should be charged with fresh P3 Soda Lime just before use. Open the container carefully and pour in gently and steadily about one third of the absorber depth of granules. Gently tap the sides to settle the granules and repeat for the next third, then again for the final third until the canister is full. Fill the absorber completely but do not overfill it. Remove any residual granules or dust from the sealing area of the absorber before seating fully in the absorber unit in accordance with the equipment manufacturer’s instructions. Do not tap so violently as to form dust, or invert or roll containers prior to dispensing to correct any settling or segregation that may have occurred during transit. Soda lime may etch glass and certain plastics but not steel, after long term use. Apparatus should be cleaned regularly to prevent a permanent film of soda lime forming on glass surfaces. Pre-filled cartridges should only be unsealed immediately prior to use to ensure the product is fresh and the history is known. COLOUR INDICATER During use, a white (pink-to-white grade) or violet (white-to-violet grade) colour will start to develop and will deepen in intensity to indicate exhaustion of the P3 Soda Lime. The appearance of a colour change confirms the activity of the material and indicates the progress of the carbon dioxide adsorption. This allows any severe uneven gas flow (channelling) within the canister to be identified.