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Lightweight thermal efficient repair mortars with expanded glass (EG) for repairing historical buildings: The effect of binder type and EG aggregate dosage on their performance

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F22%3A00360161" target="_blank" >RIV/68407700:21110/22:00360161 - isvavai.cz</a>

  • Alternative codes found

    RIV/00216305:26110/22:PU145753

  • Result on the web

    <a href="https://doi.org/10.1016/j.enbuild.2022.112526" target="_blank" >https://doi.org/10.1016/j.enbuild.2022.112526</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.enbuild.2022.112526" target="_blank" >10.1016/j.enbuild.2022.112526</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Lightweight thermal efficient repair mortars with expanded glass (EG) for repairing historical buildings: The effect of binder type and EG aggregate dosage on their performance

  • Original language description

    The mutual effect of a binder type and dosage of expanded glass granules on the properties and performance of lightweight repair mortars was researched. As the problems associated with repair and renewal of heritage buildings requires complex approach and solution, broad experimental campaign was conducted to assess mortars’ structural, hygric, thermal, mechanical, and durability parameters and to evaluate their applicability in buildings refurbishment and thermal efficiency improvement. Most of the tests were done for samples matured for 28, 90, and 360 days. Where applicable, the prepared mortars were classified according to the WTA directive 2-9-04/D and technical standard EN 998-1. The compatibility issues were also considered. The lime and natural lime mortars lightened with expanded glass granules were found to be applicable for repair purposes, even for historical heritage buildings, where often contradictory requirements of culture heritage authorities must be met. It was due to their moderate strength, high porosity, permeability for water vapour, salt crystallization resistance, and low thermal conductivity which enabled to rank these mortars in category T1, and T2, respectively. On the other hand, lime-cement mortars are inappropriate for rehabilitation of older buildings due to their composition, high mechanical strength and lower permeability for water and water vapour but can find use in new buildings or in existing buildings, where cement-based mortars are originally used. In this case, their advanced properties and durability will be exploited.

  • Czech name

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

    <a href="/en/project/GA21-06582S" target="_blank" >GA21-06582S: Experimental and computational analysis of salt transport, accumulation, and crystallization in non-hydrophobized rendering mortars</a><br>

  • Continuities

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Others

  • Publication year

    2022

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Name of the periodical

    Energy and Buildings

  • ISSN

    0378-7788

  • e-ISSN

    1872-6178

  • Volume of the periodical

    276

  • Issue of the periodical within the volume

    9

  • Country of publishing house

    NL - THE KINGDOM OF THE NETHERLANDS

  • Number of pages

    16

  • Pages from-to

  • UT code for WoS article

    000870527300002

  • EID of the result in the Scopus database

    2-s2.0-85139075252