Relevant bibliographies by topics / Ceramic concrete blocks Heluz

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  1. Journal articles
  2. Dissertations / Theses
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  4. Conference papers

Academic literature on the topic 'Ceramic concrete blocks Heluz'

Author: Grafiati
Published: 4 June 2021
Last updated: 9 February 2022

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Journal articles on the topic "Ceramic concrete blocks Heluz"

1

Tawadrous, Raed I., Walid A. Attia, and Mohamed Y. Laissy. "Using ceramic plates as shielding for concrete blocks against projectile penetration." HBRC Journal 12, no. 3 (2016): 263–71. http://dx.doi.org/10.1016/j.hbrcj.2014.11.011.

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Lesovik, V., M. Elistratkin, and A. Sal'nikova. "HIGH STRENGTH CONCRETE FOR LEGO-BLOCKS." Bulletin of Belgorod State Technological University named after. V. G. Shukhov 6, no. 5 (2021): 8–18. http://dx.doi.org/10.34031/2071-7318-2021-6-5-8-18.

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Lego technology is one of the modern construction solutions providing cost reduction, increasing architectural expressiveness and the pace of work. This is the development of groove-ridge positioning systems and connection of small-piece wall elements. Currently, the technology of Lego blocks is implemented on various types of building materials: ceramic and hyper-pressed non-fired bricks, blocks from various types of lightweight concrete, which have not found wide practical application due to an obvious shift in the balance of properties either towards aesthetics – brick, or thermal insulatio
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Vejmelková, Eva, Dana Koňáková, Tereza Kulovaná, Adam Hubáček, and Robert Černý. "Mechanical and Thermal Properties of Moderate-Strength Concrete with Ceramic Powder Used as Supplementary Cementitious Material." Advanced Materials Research 1054 (October 2014): 194–98. http://dx.doi.org/10.4028/www.scientific.net/amr.1054.194.

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The possibilities of utilisation of ceramic powder as supplementary cementitious material are the matter of the presented study. The finely ground ceramic powder originates from the grinding process of thermal insulating brick blocks and shows pozzolanic properties. For the determination of its influence on concrete properties, five mixtures with different percentages of cement replaced by ceramics are designed. The bulk density as well as matrix density are found to decrease with the increasing dosage of waste ceramic material, while the open porosity increases. The compressive strength exhib
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Azeredo, Neila Gondim, Jonas Alexandre, Afonso Rangel Garcez de Azevedo, Gustavo de Castro Xavier, Veronica Scarpini Candido, and Sergio Neves Monteiro. "Characterization of Precursor Clay Body and Weibull Analysis of the Compressive Strength of Structural Blocks." Materials Science Forum 820 (June 2015): 438–42. http://dx.doi.org/10.4028/www.scientific.net/msf.820.438.

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The modern concepts of civil construction for building with a maximum of 5 stores rely on structural blocks to support part of the load. These are normally hollow parallelepiped pieces made of concrete or fired ceramic. In Brazil, the abundance and easy to mine natural clay deposits favor the use of structural blocks fabricated of fired clay ceramics. Moreover, the available wood from reforestation, as fuel for the ceramic furnaces has the advantages of a less expensive and environmentally correct source of energy. Since the main property of a structural block is its compressive strength, spec
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Robayo-Salazar, Rafael A., William Valencia-Saavedra, Sandra Ramírez-Benavides, Ruby Mejía de Gutiérrez, and Armando Orobio. "Eco-House Prototype Constructed with Alkali-Activated Blocks: Material Production, Characterization, Design, Construction, and Environmental Impact." Materials 14, no. 5 (2021): 1275. http://dx.doi.org/10.3390/ma14051275.

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The interest of the construction industry in alkali-activated materials has increased to the extent that these materials are recognized as alternatives to ordinary Portland cement-based materials in the quest for sustainable construction. This article presents the design and construction of a prototype of an eco-friendly house built from concrete blocks produced using alkali activation technology or geopolymerization. The prototype meets the requirements of the current Colombian Regulations for Earthquake Resistant Buildings (NSR-10) and includes standards related to the performance of the mat
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Nagy, Balázs, and Elek Tóth. "Finite Element Analysis of Composite Ceramic-Concrete Slab Constructions Exposed to Fire." Applied Mechanics and Materials 861 (December 2016): 88–95. http://dx.doi.org/10.4028/www.scientific.net/amm.861.88.

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In this research, conjugated thermal and fluid dynamics simulations are presented on a modern hollow clay slab blocks filled pre-stressed reinforced concrete beam slab construction. The simulation parameters were set from Eurocode standards and calibrated using data from standardized fire tests of the same slab construction. We evaluated the temperature distributions of the slabs under transient conditions against standard fire load. Knowing the temperature distribution against time at certain points of the structure, the loss of load bearing capacity of the structure is definable at elevated
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Barros, Murilo C., Kaue T. N. Duarte, and Leonardo L. B. Roger. "Attenuation Measurement of Ceramic Blocks Wall Using X-Band Waves." Ceramics in Modern Technologies 3, no. 1 (2021): 16–21. http://dx.doi.org/10.29272/cmt.2021.0002.

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Nowadays, many companies depend on good communication between their technologies and Wi-Fi signal, which are part of the X-waves frequencies. Communication may suffer interference due to wave propagation’s difficulty, mainly depending on the number of walls and where the building is located. Therefore, buildings should be adapted to avoid this interference in order to minimize signal losses. Interference in wave propagation depends not only on walls but also on their structure. The studies of building construction and wave propagation may be complementary since the structure and organization m
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Brunetta, Renathielly Fernanda da Silva, Samuel Nelson Melegari de Souza, Alessander Christopher Morales Kormann, and Alexandre Haag Leite. "Life cycle energy assessment and carbon dioxide emissions of wall systems for rural houses." Ambiente Construído 21, no. 1 (2021): 37–50. http://dx.doi.org/10.1590/s1678-86212021000100492.

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Abstract Wall systems have a wide range of embodied energy due to the diversity of materials available. This paper analyzes the expenditure of energy and carbon dioxide emissions in internal and external wall systems (IEWS) of a rural residence of social interest in Cascavel, state of Paraná, Brazil. The methodology proposed by NBR ISO 14040 was used to perform a life-cycle energy assessment (LCEA) and the carbon dioxide emissions assessment (LCCO2A) of these systems. Four scenarios were considered: reinforced concrete structure and ceramic blocks wall system, load-bearing masonry with concret
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Gonçalves Rapazote, Joana, Cristóvão Laginhas, and Amândio Teixeira-Pinto. "Development of Building Materials through Alkaline Activation of Construction and Demolition Waste (CDW) - Resistance to Acid Attack." Advances in Science and Technology 69 (October 2010): 156–63. http://dx.doi.org/10.4028/www.scientific.net/ast.69.156.

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Construction and demolition waste (CDW) is a by-product of construction and demolition activity. It consists mostly of inert and non-biodegradable material such as concrete, plaster, metal, wood, plastics etc. CDW is priority waste in the E.U. due to the increased quantities and volumes that are produced. While retrievable items such as brick, wood and metal wires are recycled, concrete, masonry tile and ceramic waste, accounting for more than 60% of CDW, are not being currently recycled. The main objective of this study is to develop a process for obtaining new building materials from CDW usi
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Marčiukaitis, Gediminas. "SHRINKAGE INFLUENCE ON STRESS-STRAIN STATE OF COMPOSITE MASONRY MEMBERS/SUSITRAUKIMO DEFORMACIJŲ ĮTAKA KOMPLEKSINIŲ MŪRO ELEMENTŲ ĮTEMPIŲ IR DEFORMACIJŲ BŪVIUI." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 7, no. 3 (2001): 177–83. http://dx.doi.org/10.3846/13921525.2001.10531721.

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Composite masonry structures consists of various units (bricks or ceramic, concrete and other blocks) masonry and concrete or reinforced concrete layers. Analysis has shown that in most cases deformation properties of masonry, concrete and reinforced concrete are different. There is a big difference in modulus of elasticity and shrinkage deformations. Methods for determination of shrinkage and modulus of elasticity for different types of masonry and reinforced concrete have been presented. Analysis of distribution of stresses and deformations in layers has shown that for a given difference of
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Dissertations / Theses on the topic "Ceramic concrete blocks Heluz"

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Pražan, Tomáš. "Bytový dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240334.

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The main goal of this diploma thesis „apartment building“ is create project documentation for building construction. This apartment building located in Policka's suburb is designed for 32 people living in 8 apartments. The building is designed as detached house on four floors, without basement. The first floor above the ground is used as a apartment for handicapped people, common rooms, cleaning room, maintenance room, and garages for 5 cars. In the second floor above the ground there are apartments. In the last floor above the ground there are entrance to rooftop and an apartment for 7 people
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Novotný, Miloslav. "Multifunkční objekt - Mikulov." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240120.

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Diploma thesis is focused on design and elaboration of detailed design of multifuncional object in Mikulov na Morave, the parcel number 6905, 6910 and 6919. Proposition of the object respects both commune plan and current street buildings. It‘s not supposed to create stress with its shape and size, but complete actual buildings. It has three elevated floors, one basement and mono - pitched roof. Object has laboratories, offices and conference room, it‘s determinate for study purpose.
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Maas, Celso Ricardo. "Resistencia a compressão de paredes de alvenaria estrutural, com blocos assentados com argamassa plena e longitudinal." [s.n.], 2004. http://repositorio.unicamp.br/jspui/handle/REPOSIP/257679.

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Orientador: Newton de Oliveira Pinto Junior<br>Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Civil, Arquitetura e Urbanismo<br>Made available in DSpace on 2018-08-04T00:14:58Z (GMT). No. of bitstreams: 1 Maas_CelsoRicardo_M.pdf: 5291856 bytes, checksum: eb48c5e46eeba69d2c7fae64e7014aea (MD5) Previous issue date: 2004<br>Resumo: Os dois objetivos principais deste trabalho são verificar e analisar a redução da carga de ruptura de paredes de alvenaria estrutural, quando os blocos são assentados com argamassa apenas nas suas paredinhas longitudinais (argamas
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ALCANTARA, Paloma Santos Xavier de. "Blocos intertravados coloridos para pavimentação com incorporação de resíduos de cerâmica vermelha em prol da redução de pigmentos." Universidade Federal de Pernambuco, 2015. https://repositorio.ufpe.br/handle/123456789/16647.

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Submitted by Haroudo Xavier Filho (haroudo.xavierfo@ufpe.br) on 2016-04-15T18:58:56Z No. of bitstreams: 2 license_rdf: 1232 bytes, checksum: 66e71c371cc565284e70f40736c94386 (MD5) Dissertação-FINAL-ALCANTARA-(2015).pdf: 5450939 bytes, checksum: 48870216bb757bd8e071283661594dc0 (MD5)<br>Made available in DSpace on 2016-04-15T18:58:56Z (GMT). No. of bitstreams: 2 license_rdf: 1232 bytes, checksum: 66e71c371cc565284e70f40736c94386 (MD5) Dissertação-FINAL-ALCANTARA-(2015).pdf: 5450939 bytes, checksum: 48870216bb757bd8e071283661594dc0 (MD5) Previous issue date: 2015-08-28<br>CAPES<br>Peças de con
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Roštár, Matej. "Horský penzion." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372013.

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This diploma thesis is dealing with the solution of four-floor mountain guesthouse with one floor underground and three floor overground on parcel 1953/16 in Low Tatras, Slovak republic. The parcel is situated in the cadastral region of Horná Lehota. The design of the mountain guesthouse is solving the architectonical, technical and building solutions of the object according to the requests of investor. Underground floor is designed from DT concrete blocks, which are waterproofed by the bitumen felts and thermally insulated by the extruded polysytrene. Overground floors are made from ceramic b
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Kmec, Peter. "Polyfunkčný dom." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410027.

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The purpose of the thesis is the processing of project documentation fot the construction design of the Mixed-use building in the city of Brno, a borough of Židenice. Underground and first floor are made of cast-in-place concrete. The vertical load-bearing structures of the second, third and fourth floor are designed from ceramic bricks of 300 mm thickness. Floor slabs in the whole building are made of cast-in-place concrete. The last floor has warm flat green roof. The building is designed so that the underground floor is largely made up of underground garages, oriented to the west. Basement
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Hudec, Karel. "Bytový dům ve svahu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227151.

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Subject of master´s thesis is an apartment building in Uhersky Brod. Subject is designed on a sloped site in central urban area of the city. Apartments are placed on three floors above the ground level, in underground floor is situated a garage. Vertical load-bearing structures in lower floors are made of monolithic reinforced concrete, upper floors are made of ceramic blocks HELUZ. Whole building is insulated with external thermal insulation composite system. Horizontal structures are made of monolithic reinforced concrete. Roof is partly mono-pitched, partly double-pitched truss roof.
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Glasová, Veronika. "Penzion s wellness." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409996.

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The subject of my diploma thesis is the design of the pension with the possibility of wellness activities, which is located in the village of Holásky, on the level of documentation for the construction. The new building is located in the cadastral area Holásky. It is a three-storey, basement building in the shape of two bounce rectangles with separate parking for visitors to the pension and wellness. The supporting system consists of a reinforced concrete skeletal column system with a ceiling structure made of Spiroll core panels. Porotherm ceramic blocks with contact insulated facade accordin
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Ben, Hamad Alexander. "Polyfunkční dům ve Střelicích." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-239972.

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Diploma thesis is focused on design and elaboration of detailed design of polyfunctional building by Střelice, Brno-venkov the parcel number5804/4 and 5804/5. Proposition of the object respects both commune plan and current street buildings. It‘s not supposed to create stress with its shape and size, but complete actual buildings. It has four elevated floors, one basement and flat roof. Building has commercial space, mass garage and flats, it‘s determinate for study purpose.
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Jurčo, Pavel. "Horský hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226396.

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The Master's thesis dealt with the project new construction hotel in the village of Kvilda, district Prachtice. Mountain object is used for accommodation and meal serving of guests and its accommodation capacity is 50 reviews. The building is partly basement with three floors. The support system is made up in the basement of formwork blocks and in the overhead floors ceramic blocks, which are supplemented by insulation system Porotherm with Styrofoam. Object is an irregular floor plan and is covered with a single layer flat roof. In addition to fire safety, the work addresses the project docum
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Book chapters on the topic "Ceramic concrete blocks Heluz"

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"Characterization and Assessment of Iron Ore Tailings as Raw Materials for Construction Industries." In Recycled Waste Materials in Concrete Construction. IGI Global, 2019. http://dx.doi.org/10.4018/978-1-5225-8325-7.ch001.

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This chapter deals with the characterization and assessment of iron ore tailings (IOT) as raw materials for the construction industry. This chapter specifies the production process of iron ore and generation of waste material followed by listing the nature and prospective issues of IOT. Methods of IOT characterization are explained through five elements, which are chemical composition, leaching behavior, thermal stability, mineralogical characterization, and morphology. The experimental program and research results of this study are explained in six subtitles, namely chemical composition, leaching behaviour, thermal stability, x-ray diffraction pattern, Fourier transform infrared spectroscopy (FTIR), and field emission scanning electron microscopy (FESEM/EDX). Results revealed that the IOT materials are suitable for use in construction and building industries due to their substantial silica and alumina contents and could possibly be used to fabricate paving blocks, sand-crete blocks, mud blocks, geopolymer bricks, and ceramic floor tiles.
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Conference papers on the topic "Ceramic concrete blocks Heluz"

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Limaye, Hemant S. "Impulse Response Technique: A Valuable Non-Destructive Method to Detect Flaws." In ASME 2013 Power Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/power2013-98086.

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Impulse Response (IR) is a nondestructive testing technique in which “mobility” of the structural member under investigation is determined. Mobility is a complex ratio of particle velocity and the applied force. The test involves striking the surface of the structure with an instrumented hammer and measuring vibration response of the member. The time-domain data of the instrumented hammer (applied force) and the vibration sensor are collected and transformed into the frequency domain by the signal analyzer. The mobility of the member is obtained by calculating the transfer function of particle
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Kozłowski, Aleksander, Tomasz W. Siwowski, and Tomasz Kozłowski. "Low-cost affordable single family housing in Poland. Light steel frame as an alternative construction solution." In IABSE Congress, New York, New York 2019: The Evolving Metropolis. International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/newyork.2019.0228.

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&lt;p&gt;Conventional single family houses in Poland are being built in the improved traditional construction technology with massive load-bearing structure created by masonry walls made of ceramic , silicate or aerated concrete blocks, concrete foundations, concrete rib-and-slab floor and pitched timber or concrete flat roof. Expanded polystyrene and mineral wool are being used as thermal insulation. Such solution is very time- consuming and costly due to more and more expensive manpower. The change in economy from communism to free market caused the beginning of modern thinking about constru
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