Estimate of concrete block texture using image analysis

The texture of concrete blocks is very important and is often the decisive factor when choosing a product, particularly if the building specifications call for high-strength blocks allied to low-cost finish, in which case exposed blocks with a closer texture are often preferred. Furthermore, a closer texture, especially for exteriors, may be a vital factor in ensuring the building's durability. At present, however, there is no standard to quantify the texture of a structural block. Further, when studying masonry blocks compressive strength should never be overlooked. This article discusses a procedure to produce concrete block textures with and without the addition of lime, but still to achieve the required compressive strength. The method used in this study, to evaluate texture, proved to be simpler and cheaper than methods reported by other authors in the literature. The addition of small quantities of lime proved beneficial for both texture and compressive strength. Increasing the amount of lime further, however, only improved texture.

Seismic behavior of concrete block masonry buildings

Tese de Doutoramento em Engenharia Civil

Experimental analysis of reinforced concrete block masonry spandrels using pre-fabricated planar trussed bars

Masonry spandrels together with shear walls are structural components of a masonry building subjected to lateral loads. Shear walls are the main components of this structural system, even if masonry spandrels are the elements that ensure the connection of shear wall panels and the distribution of stresses through the masonry piers. The use of prefabricated truss type bars in the transversal and longitudinal directions is usually considered a challenge, even if the simplicity of the applications suggested here alleviate some of the possible difficulties. This paper focus on the experimental behavior of masonry spandrels reinforced with prefabricated trusses, considering different possibilities for the arrangement of reinforcement and blocks. Reinforced spandrels with three and two hollow cell concrete blocks and with different reinforcement ratios have been built and tested using a four and three point loading test configuration. Horizontal bed joint reinforcement increased the capacity of deformation as well as the ultimate load, leading to ductile responses. Vertical reinforcement increased the shear strength of the masonry spandrels and its distribution play a central role on the shear behavior. (C) 2011 Elsevier Ltd. All rights reserved.

Concrete-block manufacture ; processes and machines,

Mode of access: Internet.

Practical concrete-block making; a simple practical treatise for the workman explaining the selection of the materials and the making of substantial concrete blocks and cement brick, together with directions for making molds and remarks on how to obtain the best architectural effects,

Mode of access: Internet.

Analysis of experimental interlocking blocks of concrete with addition of residues of process the tires retreading production

Analysis of experimental interlocking blocks of concrete with addition of residues of process the tires retreading production. With the population growth in recent years, industry in general has adjusted itself to resulting demand. the industry of tire retreading generates residues that have been discarded without any control. this adds to environmental pollution and promotes the proliferation of vectors harmful to health, aiming to find an application for this type of residues, this study presents experimental results to interlocking concrete block pavements, with addition of residues tires, interlocking blocks were built up and we determined, through laboratory tests, the need to set the mark that provide greater return regarding analyzed characteristics, there are four types of dosage of concrete with residues tires. We accomplished tests of compression strength, water absorption and resistance to impact. Through the preliminary results, we verified that are satisfactory, confirming the possibility of applying this type of interlocking block in environments with low demand, which would bring the economy of natural sources of aggregates, beyond ecological benefits through the reuse of residues from retreading of tires.

Brazilian results on structural masonry concrete blocks

The purpose of this paper is to study the mechanical behavior of concrete blocks and prisms when performing axial compression tests within the Brazilian base of knowledge, intending to foment data of this kind for a world-based network. The blocks were built using five different mixtures in which the quantity of cement and the compacting ratio (density) were varied (during the fabrication process). The three-course-high prisms were assembled using 1 cm (0.39 in.) thick full-bedded joints, always trying to leave the mortar's characteristics constant. The axial compression tests were conducted according to Brazilian practice code recommendations, because most of these standards are very similar to international practice codes. The compressive strength, strains, and rupture form of each mixture studied were recorded. Attempts were made to correlate the strength, efficiency ratio (block strength/prism strength) of the prisms, strains, and rupture form; with the quantity of cement and compacting ratio. The data are presented in tables and figures, and the obtained results are discussed throughout the text. Copyright © 2007, American Concrete Institute. All rights reserved.

Contribuição para a otimização de traços de concreto utilizados na produção de blocos estruturais

Pós-graduação em Engenharia Civil - FEIS

The manufacture of concrete blocks and their use in building construction /

Includes index.

Part of south-east elevation, Sunshine Coast University Library, Maroochydore

View to part of south-east elevation with skillion roof, corrugated steel sheeting and concrete block.

South elevation elevation, Sunshine Coast University Library, Maroochydore

View to south-east elevation with corrugated steel cladding, plywood, concrete block and colonnade, as seen from exterior.

Hissikuiluelementtien soveltuvuus kerrostalojen saneerauskohteisiin

Työn tavoitteena oli kartoittaa hissikuiluelementtien markkinapotentiaali kerrostalojen saneerauskohteissa, arvioida yhtiön markkinointi- ja suunnitteluresursseja, tehdä tuotannon kehittämissuunnitelma ja analysoida elementtiliiketoiminnan kannattavuus. Tutkimus sisältää sekä teoreettisen että empiirisen osan. Teoreettisessa osassa tutkittiin markkinoita ja niihin vaikuttamista sekä markkinoiden kilpailukeinoja ja toteuttamistapoja teoreettisesti kirjallisuuden avulla. Markkinaselvityksessä saatiin selville toteutuneiden kohteiden kautta potentiaaliset toimitusmäärät tulevaisuudessa. Tarkasteltiin yhtiön kykyä vastata kysyntään markkinointi-, suunnittelu- sekä valmistuskapasiteetin osalta. Lopuksi laskettiin kysynnän aiheuttama lisäinvestointikustannus ja määriteltiintuotteen hinta. Näin pystyttiin laskemaan liiketoiminnan kannattavuuskalkyyli, mikä kannusti panostamaan markkinaan. Saneeraushissikuilutoiminta osoittautui kannattavaksi Specifinn Oy:ssä määriteltyjen investointien tuottotavoitteen kannalta.

Análise experimental de blocos intertravados de concreto com adição de resíduos do processo de recauchutagem de pneus

Analysis of experimental interlocking blocks of concrete with addition of residues of process the tires retreading production. With the population growth in recent years, industry in general has adjusted itself to resulting demand. the industry of tire retreading generates residues that have been discarded without any control. this adds to environmental pollution and promotes the proliferation of vectors harmful to health, aiming to find an application for this type of residues, this study presents experimental results to interlocking concrete block pavements, with addition of residues tires, interlocking blocks were built up and we determined, through laboratory tests, the need to set the mark that provide greater return regarding analyzed characteristics, there are four types of dosage of concrete with residues tires. We accomplished tests of compression strength, water absorption and resistance to impact. Through the preliminary results, we verified that are satisfactory, confirming the possibility of applying this type of interlocking block in environments with low demand, which would bring the economy of natural sources of aggregates, beyond ecological benefits through the reuse of residues from retreading of tires.

Análise do comportamento experimental e numérico de prismas de alvenaria estrutural utilizando o elemento finito prismático regular parabólico

Pós-graduação em Engenharia Civil - FEIS

Análise numérica do comportamento não-linear de prismas de alvenaria estrutural submetidos a ações verticais utilizando o elemento finito prismático regular linear

Pós-graduação em Engenharia Civil - FEIS