Solubility and Structure of Calcium Silicate Hydrate
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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
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) |
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. -
Effect of Mgo Additive on Volumetric Expansion of Self-Degradable
Effect of MgO Additive on Volumetric Expansion ofSelf-degradable Cements Prepared for The U.S. Department of Energy Energy Efficiency and Renewable Energy Geothermal Technologies Program 1000 Independence Avenue SW Washington, D.C. 20585 Prepared hy Toshifumi Sugama, John Warren, and Thomas Butcher Sustainable Energy Technologies Department Brookhaven National Laboratory Upton, NY 11973-5000 Septemher 2011 Notice: This manuscript has been authored by employee of Brookhaven Science Associates, LLC under Contract No. DE-AC02-98CH t0886 with the U.S. Department of Energy. The publisher by accepting the manuscript for publication acknowledges that the United States Government retains a non.exclusjv~ paid-up, irrevocable, world·wide license to publish or reproduce the published form of this manuscript, or allow others to do so, for the United States Government purposes. DISCLAIMER This work 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, nor any of their contractors, subcontractors or their employees, makes any warranty, express or implied, or assumes any legal liability or responsibility for the accuracy, completeness, or any third party’s use or the results of such use 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 or its contractors or subcontractors. -
The Conversion of Wollastonite to Caco3 Considering Its Use for CCS Application As Cementitious Material
applied sciences Article The Conversion of Wollastonite to CaCO3 Considering Its Use for CCS Application as Cementitious Material Kristoff Svensson *, Andreas Neumann, Flora Feitosa Menezes, Christof Lempp and Herbert Pöllmann Institute for Geosciences and Geography, Martin-Luther-University of Halle-Wittenberg, Von-Seckendorff-Platz 3, 06120 Halle (Saale), Germany; [email protected] (A.N.); fl[email protected] (F.F.M.); [email protected] (C.L.); [email protected] (H.P.) * Correspondence: [email protected]; Tel.: +49-345-55-26138 Received: 21 December 2017; Accepted: 8 February 2018; Published: 20 February 2018 Featured Application: Building materials and CCS. Abstract: The reaction of wollastonite (CaSiO3) with CO2 in the presence of aqueous solutions (H2O) and varied temperature conditions (296 K, 323 K, and 333 K) was investigated. The educts (CaSiO3) and the products (CaCO3 and SiO2) were analyzed by scanning electron microscopy (SEM), powder X-ray diffraction (PXRD), and differential scanning calorimetry with thermogravimetry coupled with a mass spectrometer and infrared spectrometer (DSC-TG/MS/IR). The reaction rate increased significantly at higher temperatures and seemed less dependent on applied pressure. It could be shown that under the defined conditions wollastonite can be applied as a cementitious material for sealing wells considering CCS applications, because after 24 h the degree of conversion from CaSiO3 to CaCO3 at 333 K was very high (>90%). As anticipated, the most likely application of wollastonite as a cementitious material in CCS would be for sealing the well after injection of CO2 in the reservoir. -
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. -
The Comparative Effects of Calcium Carbonate and of Calcium Silicate on the Yield of Sudan Grass Grown in a Ferruginous Latosol and a Hydrol Humic Latosol
TECHNICAL BULLETIN No. 53 JUNE 1963 The Comparative Effects of Calcium Carbonate and of Calcium Silicate on the Yield of Sudan Grass Grown in a Ferruginous Latosol and a Hydrol Humic Latosol N. H. MONTEITH and G. DONALD SHERMAN HAWAII AGRICULTURAL EXPERIMENT STATION, UNIVERSITY OF HAWAII The Comparative Effects of Calcium Carbonate and of Calcium Silicate on the Yield of Sudan Grass Grown in a Ferruginous Latosol and a Hydrol Humic Latosol N. H. MONTEITH and G. DONALD SHERMAN UNIVERSITY OF HAWAII COLLEGE OF TROPICAL AGRICULTURE HAWAII AGRICULTURAL EXPERIMENT STATION HONOLULU, H AWAII J UNE 1963 T ECIINICAL B ULLETIN No. 53 ACKNOWLEDGMENT The authors gra tcfully acknow ledge the assistance of the staff of th e Experiment Station of the H awaii an Sugar Planters' Association in pro viding greenhouse, photographic, and laboratory facilities, and for advice on sta tistical and analytical methods. Research funds on this proj ect were pro vid ed by the Hawaiian Sugar Planters' Association Experiment Station under a coope rative research agreemcnt with the Department of Agronomy and Soil Science. Funds and materials we re also provided by the Tenn essee Valley Authority, Contract No. TV21132A. THE AUTHORS N. H. MONTEITH was In structor in Agricultur e, University of Hawaii, 1961-1962. DR. G. DONALD SHERMAN, Associate Director of the Hawaii Agricultural Experiment Station, is Senior Soil Scientist at the Hawaii Agricultural Ex periment Station and Senior Professor of Soil Science, University of Hawaii. CONTENTS PAGE INTRODUcrION 5 LITERAT UHE REVIEW 5 Effect of Calcium Carbonate on Phosphorus Availability 5 Effect of Calcium Carbonate on Other Factors 7 Effect of Calcium Silicate on Phosphorus Availability 8 Effect of Calcium Silicate on Other Factors 8 EXPEmMENTAL PROCEDUHES 9 Soils . -
Ehealth DSI [Ehdsi V2.2.2-OR] Ehealth DSI – Master Value Set
MTC eHealth DSI [eHDSI v2.2.2-OR] eHealth DSI – Master Value Set Catalogue Responsible : eHDSI Solution Provider PublishDate : Wed Nov 08 16:16:10 CET 2017 © eHealth DSI eHDSI Solution Provider v2.2.2-OR Wed Nov 08 16:16:10 CET 2017 Page 1 of 490 MTC Table of Contents epSOSActiveIngredient 4 epSOSAdministrativeGender 148 epSOSAdverseEventType 149 epSOSAllergenNoDrugs 150 epSOSBloodGroup 155 epSOSBloodPressure 156 epSOSCodeNoMedication 157 epSOSCodeProb 158 epSOSConfidentiality 159 epSOSCountry 160 epSOSDisplayLabel 167 epSOSDocumentCode 170 epSOSDoseForm 171 epSOSHealthcareProfessionalRoles 184 epSOSIllnessesandDisorders 186 epSOSLanguage 448 epSOSMedicalDevices 458 epSOSNullFavor 461 epSOSPackage 462 © eHealth DSI eHDSI Solution Provider v2.2.2-OR Wed Nov 08 16:16:10 CET 2017 Page 2 of 490 MTC epSOSPersonalRelationship 464 epSOSPregnancyInformation 466 epSOSProcedures 467 epSOSReactionAllergy 470 epSOSResolutionOutcome 472 epSOSRoleClass 473 epSOSRouteofAdministration 474 epSOSSections 477 epSOSSeverity 478 epSOSSocialHistory 479 epSOSStatusCode 480 epSOSSubstitutionCode 481 epSOSTelecomAddress 482 epSOSTimingEvent 483 epSOSUnits 484 epSOSUnknownInformation 487 epSOSVaccine 488 © eHealth DSI eHDSI Solution Provider v2.2.2-OR Wed Nov 08 16:16:10 CET 2017 Page 3 of 490 MTC epSOSActiveIngredient epSOSActiveIngredient Value Set ID 1.3.6.1.4.1.12559.11.10.1.3.1.42.24 TRANSLATIONS Code System ID Code System Version Concept Code Description (FSN) 2.16.840.1.113883.6.73 2017-01 A ALIMENTARY TRACT AND METABOLISM 2.16.840.1.113883.6.73 2017-01 -
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. -
Ep 1112960 A1
Europäisches Patentamt *EP001112960A1* (19) European Patent Office Office européen des brevets (11) EP 1 112 960 A1 (12) EUROPEAN PATENT APPLICATION published in accordance with Art. 158(3) EPC (43) Date of publication: (51) Int Cl.7: C01F 7/00, C01B 33/38, 04.07.2001 Bulletin 2001/27 C07C 51/41, C07C 53/126, C01B 25/45, C09K 5/14, (21) Application number: 00944340.9 C08K 3/18, C08K 5/098, (22) Date of filing: 07.07.2000 B01J 41/08, B01J 41/10 (86) International application number: PCT/JP00/04554 (87) International publication number: WO 01/04053 (18.01.2001 Gazette 2001/03) (84) Designated Contracting States: • Igarashi, Hiroshi AT BE CH CY DE DK ES FI FR GB GR IE IT LI LU Mizusawa Industrial Chem., Ltd. MC NL PT SE Tokyo 103-0022 (JP) Designated Extension States: • Kondo, Masami AL LT LV MK RO SI Mizusawa Industrial Chemicals, Ltd. Tokyo 103-0022 (JP) (30) Priority: 08.07.1999 JP 19511799 • Minagawa, Madoka Mizusawa Industrial Chem., Ltd. (71) Applicant: Mizusawa Industrial Chemicals Ltd. Tokyo 103-0022 (JP) Tokyo 103-0022 (JP) • Sato, Tetsu Mizusawa Industrial Chemicals, Ltd. Tokyo 103-0022 (JP) (72) Inventors: • Sato, Teiji Mizusawa Industrial Chemicals, Ltd. • Komatsu, Yoshinobu Tokyo 103-0022 (JP) Mizusawa Industrial Chem. Ltd. Tokyo 103-0022 (JP) (74) Representative: Benson, John Everett • Ishida, Hitoshi J. A. Kemp & Co., Mizusawa Industrial Chemicals, Ltd 14 South Square, Tokyo 103-0022 (JP) Gray’s Inn London WC1R 5JJ (GB) (54) COMPOSITE POLYBASIC SALT, PROCESS FOR PRODUCING THE SAME, AND USE (57) A composite metal polybasic salt containing a trivalent metal and magnesium as metal components and having a novel crystal structure, and a method of preparing the same. -
Stabilization of Soils with Lime and Sodium Silicate Harold Bernard Ellis Iowa State University
Iowa State University Capstones, Theses and Retrospective Theses and Dissertations Dissertations 1963 Stabilization of soils with lime and sodium silicate Harold Bernard Ellis Iowa State University Follow this and additional works at: https://lib.dr.iastate.edu/rtd Part of the Civil Engineering Commons Recommended Citation Ellis, Harold Bernard, "Stabilization of soils with lime and sodium silicate " (1963). Retrospective Theses and Dissertations. 2531. https://lib.dr.iastate.edu/rtd/2531 This Dissertation is brought to you for free and open access by the Iowa State University Capstones, Theses and Dissertations at Iowa State University Digital Repository. It has been accepted for inclusion in Retrospective Theses and Dissertations by an authorized administrator of Iowa State University Digital Repository. For more information, please contact [email protected]. This dissertation has been 64—3867 microfilmed exactly as received ELLIS, Harold Bernard, 1917- RTAmT.T7.ATmN OF SOILS WITH LIME AND SODIUM SILICATE. Iowa State University of Science and Technology Ph.D., 1963 Engineering, civil University Microfilms, Inc., Ann Arbor, Michigan STABILIZATION OF SOILS WITH LIME AND SODIUM SILICATE by Harold Bernard Ellis A Dissertation Submitted to the Graduate Faculty in Partial Fulfillment of The Requirements for the Degree of DOCTOR OF PHILOSOPHY Major Subject: Soil Engineering Approved: Signature was redacted for privacy. Signature was redacted for privacy. Head of Major D^ tbent Signature was redacted for privacy. Iowa State University Of -
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).