Добірка наукової літератури з теми "Cements, Limes, Plasters"

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Статті в журналах з теми "Cements, Limes, Plasters"

1

Patel, Hasmukh S., and Sumeet J. Patel. "Novel Surface Coating System Based on Maleated Shellac." E-Journal of Chemistry 7, s1 (2010): S55—S60. http://dx.doi.org/10.1155/2010/935485.

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Shellac a natural forest product was reacted with various proportion of maleic anhydride. The resulted maleated shellac samples were designated as (MS-1 to 3) and applied for the preparation of surface coating material. Thus various compositions of coating materials were prepared by varying the contents of MS and commercial grades of acrylic resins (AR). The coating materials were applied on substrates like plaster of paris, cement and limed surface. All the coating showed film performance with good adhesion finish, smoothness and lack of flaking on the surfaces. The results show that the coating showed good water and chemical resistance.
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2

Miniotaite, Ruta. "HYSTERESIS AND TEMPERATURE DEPENDENCY OF WATER VAPOR SORPTION." Proceedings of International Structural Engineering and Construction 1, no. 1 (November 2014). http://dx.doi.org/10.14455/isec.res.2014.112.

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Moisture in porous building materials plays an important role in almost all durability problems. The sorption characteristics of building materials exhibit hysteresis in the way the equilibrium curves develop between adsorption and desorption. The sorption curves are also somewhat temperature-dependent. These facts are most often neglected in models for combined heat and moisture transport in materials. This study provides the sorption isotherm and its hysteresis of different porous building materials. The paper seeks to contribute to the knowledge base about such sorption characteristic by presenting some new measurements of hysteresis and temperature dependency of the moisture sorption characteristics of different porous building materials: concrete, porous concrete, cement plaster, limes cement plaster, brick, and spruce. Scanning curves are measured for all materials where periods with adsorption and desorption interrupt each other intermittently between 0% and 97% of relative humidity.
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Книги з теми "Cements, Limes, Plasters"

1

Tamagno, Elena. Fornaci, terre e pietre per l'ars aedificandi. Torino: U. Allemandi, 1987.

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2

Michael, Trueman, University of Lancaster. Archaeological Unit., and English Heritage, eds. Monuments Protection Programme: The lime, cement, and plaster industries. Lancaster: The Unit, 1996.

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3

Eckel, Edwin. Cements, Limes and Plasters. Routledge, 2015. http://dx.doi.org/10.4324/9781315793795.

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4

Cements, Limes and Plasters. Donhead Publishing, 2005.

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5

Eckel, Edwin Clarence. Cements, Limes and Plasters. Creative Media Partners, LLC, 2018.

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6

Eckel, Edwin C. Cements Limes and Plasters. University of Michigan Library, 2009.

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7

Eckel, Edwin Clarence. Cements, Limes and Plasters. Taylor & Francis Group, 2015.

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8

Eckel, Edwin Clarence. Cements, Limes, and Plasters: Their Materials, Manufacture, and Properties. Creative Media Partners, LLC, 2018.

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9

Eckel, Edwin Clarence. Cements, Limes, and Plasters: Their Materials, Manufacture, and Properties. Creative Media Partners, LLC, 2018.

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10

Eckel, Edwin Clarence. Cements, Limes, and Plasters: Their Materials, Manufacture, and Properties. Franklin Classics Trade Press, 2018.

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Частини книг з теми "Cements, Limes, Plasters"

1

Bucknall, John, N. G. Dave, and S. K. Malhotra. "18. The Landmark Trust: The use of lime-based mortars and plasters in historic buildings projects; Use of Lime: Some techno-social considerations." In Lime and Other Alternative Cements, 271–88. Rugby, Warwickshire, United Kingdom: Practical Action Publishing, 1992. http://dx.doi.org/10.3362/9781780442631.018.

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2

Rudner, Marlena, Adrian Chajec, and Łukasz Sadowski. "Mechanical and Adhesive Properties of Cement-Lime Plasters Modified with Waste Granite Powder." In Proceedings in Engineering Mechanics, 33–51. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-87668-5_3.

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3

Rudner, M., A. Chajec, and Ł. Sadowski. "Mechanical and Cost Analysis of the Effect of the Addition of Granite Powder Waste on Selected Properties of Cement-Lime Plasters." In 2nd International Conference on Industrial Applications of Adhesives 2022, 83–100. Cham: Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-11150-1_6.

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4

"CHAPTER XV. LIMES, CEMENTS, AND PLASTERS." In GEOLOGY FOR ENGINEERS., 318–32. Thomas Telford Publishing, 2011. http://dx.doi.org/10.1680/gfe.51027.0016.

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5

Barbu, Marius C., Roman Reh, and Mark Irle. "Wood-Based Composites." In Materials Science and Engineering, 1038–74. IGI Global, 2017. http://dx.doi.org/10.4018/978-1-5225-1798-6.ch041.

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Wood composites are made from various wood or ligno-cellulosic non-wood materials (shape and origin) that are bonded together using either natural bonding or synthetic resin (e.g. thermoplastic or duroplastic polymers), or organic- (e.g. plastics)/inorganic-binder (e.g. cement). This product mix ranges from panel products (e.g., plywood, particleboard, strandboard, or fiberboard) to engineered timber substitutes (e.g., laminated veneer lumber or structural composite lumber). These composites are used for a number of structural and nonstructural applications in product lines ranging from interior to exterior applications (e.g. furniture and architectural trim in buildings). Wood composite materials can be engineered to meet a range of specific properties. When wood materials and processing variables are properly selected, the result can provide high performance and reliable service. Laminated composites consist of wood veneers bonded with a resin-binder and fabricated with either parallel- (e.g. Laminated Veneer Lumber with higher performance properties parallel to grain) or cross-banded veneers (e.g. plywood, homogenous and with higher dimensional stability). Particle-, strand-, or fiberboard composites are normally classified by density (high, medium, low) and element size. Each is made with a dry woody element, except for fiberboard, which can be made by either dry or wet processes. Hybrid composites based on wood wool, particles, and floor mixed with cement or gypsum are used in construction proving high weathering and fire resistance in construction. The mixture with plastics (PP or PE) and wood floor open a new generation of injected or molded Wood Plastic Composites (WPC), which are able to substitute plastics for some utilizations. In addition, sandwich panels with light core made from plastic foams or honeycomb papers are used in the furniture industry.
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6

Barbu, Marius C., Roman Reh, and Mark Irle. "Wood-Based Composites." In Research Developments in Wood Engineering and Technology, 1–45. IGI Global, 2014. http://dx.doi.org/10.4018/978-1-4666-4554-7.ch001.

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Wood composites are made from various wood or ligno-cellulosic non-wood materials (shape and origin) that are bonded together using either natural bonding or synthetic resin (e.g. thermoplastic or duroplastic polymers), or organic- (e.g. plastics)/inorganic-binder (e.g. cement). This product mix ranges from panel products (e.g., plywood, particleboard, strandboard, or fiberboard) to engineered timber substitutes (e.g., laminated veneer lumber or structural composite lumber). These composites are used for a number of structural and nonstructural applications in product lines ranging from interior to exterior applications (e.g. furniture and architectural trim in buildings). Wood composite materials can be engineered to meet a range of specific properties. When wood materials and processing variables are properly selected, the result can provide high performance and reliable service. Laminated composites consist of wood veneers bonded with a resin-binder and fabricated with either parallel- (e.g. Laminated Veneer Lumber with higher performance properties parallel to grain) or cross-banded veneers (e.g. plywood, homogenous and with higher dimensional stability). Particle-, strand-, or fiberboard composites are normally classified by density (high, medium, low) and element size. Each is made with a dry woody element, except for fiberboard, which can be made by either dry or wet processes. Hybrid composites based on wood wool, particles, and floor mixed with cement or gypsum are used in construction proving high weathering and fire resistance in construction. The mixture with plastics (PP or PE) and wood floor open a new generation of injected or molded Wood Plastic Composites (WPC), which are able to substitute plastics for some utilizations. In addition, sandwich panels with light core made from plastic foams or honeycomb papers are used in the furniture industry.
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Тези доповідей конференцій з теми "Cements, Limes, Plasters"

1

Fořt, Jan, Milena Pavlíková, and Zbyšek Pavlík. "Moisture buffer capacity of cement-lime plasters with enhanced thermal storage capacity." In INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS (ICNAAM 2016). Author(s), 2017. http://dx.doi.org/10.1063/1.4992334.

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2

Singh, Ayushi, and R. M. Damle. "Experimental investigation on Hygrothermal environment of spaces built with mortar and plaster layers of lime and cement." In 2nd International Conference on Moisture in Buildings 2023. ScienceOpen, 2023. http://dx.doi.org/10.14293/icmb230027.

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3

Allameh, Seyed. "On the Development of a 3D Printer for Combinatorial Structural Composite Research." In ASME 2015 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/imece2015-50962.

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Bioinspired materials have enabled the fabrication of tough lightweight structures for load- and impact-bearing applications of which an example is fiber-reinforced plastics use in aerospace. If applied to the field of construction, biomimicked composites can save lives, otherwise lost to earthquakes and other disasters that cause collapse of buildings. The main culprit is the low resistance of structures exposed to dynamic shear stresses, typical of earthquakes. Recent work on the application of biomimicry to structural composites has clearly shown the advantage of these materials in resisting dynamic shear. Adding natural or synthetic reinforcement fibers may alleviate the need for conventional steel rebars and make it possible to print buildings by conventional 3D printing technology. The main hurdles are to find the right type of composite that is compatible with 3D printing and the right process for deposition of such material. In the past, combination of carbon fiber, glue and concrete has been demonstrated to enhance the toughness of resulting structural composites. Inspired by the microstructure of oyster and mother of pearl, layering of these materials mitigates the localization of deformation by distributing the imposed displacement over a large area. The intricate structure of these layers, and the minute details of the interfaces are important for affecting good dynamic shear resistance. In nacre, a partial slip of sandwiched layers occurs before it stops and deformation is transferred to the adjacent area. This energy-absorption capability underlies the high-toughness behavior of nacre and similar structures. By mimicking nacre, bone and tooth, it is possible to benefit from their good properties, however, it is important to determine the type of material, layering scheme, geometry, and other factors that affect mechanical properties. A recently-developed medium-sized 3D printer was developed to deposit structural materials. These include cement, plaster, polymer and clay. Combinatorial structural composite research (CSCR) comprising the simultaneous fabrication and characterization of multiple specimens with different microstructures allows fair comparison of mechanical properties of various structural composites. Novel application of deposition techniques to the extrusion of plaster, cement and clay paves the way to layer these materials along with glue and fibers in desired schemes. Use of ANOVA tables in the selection of various types of ceramics, polymers and reinforcement materials for the fabrication of different composites will be discussed. In addition to selection of the type of the materials, deposition schemes such as those of solid and hollow structures, different layer thickness applications, and the effect of timing will be elucidated. Microscopy conducted on the fractured surfaces enables the investigation of the mechanisms of fracture and failure for these CSCR composites. The details of experiments conducted, microscopy performed and the results of mechanical tests will be presented.
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