Use of non-destructive testing for the evaluation of the preservation state of Iquique Clock Tower, Chilean Historic Monument
Abstract The Clock Tower, a typical expression of the saltpeter period, is located in Arturo Prat Square in Iquique, Chile. The building, completely made of wood, has endured the passing of time without major modifications. There is concern about its conservation state. However, there are no records...
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Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
2019
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oai:scielo:S0718-915X20190002002382019-10-07Use of non-destructive testing for the evaluation of the preservation state of Iquique Clock Tower, Chilean Historic MonumentOrtiz Mansilla,Rodrigo OsvaldoFuentes Sazo,Nicol AlejandraJamet Aguilar,Andrés EduardoMoya Arredondo,Alberto AníbalGonzález Moya,Mauricio AndrésVarela Díaz,María PazRamírez Guerra,Aldo AugustoBaradit Allendes,ErikMartínez Ramírez,Patricia Haydée clock tower evaluation wood NDT MOE Abstract The Clock Tower, a typical expression of the saltpeter period, is located in Arturo Prat Square in Iquique, Chile. The building, completely made of wood, has endured the passing of time without major modifications. There is concern about its conservation state. However, there are no records of in-depth evaluations that determine its conservation state. The present study, carried out through the use of non-destructive testing (NDT), is an evaluation of its current state. Basic inspection and structural analysis were also included. The results indicate that the wood of the building corresponds to the species Pseudotsuga menziesii (Oregon Pine). The basic inspection does not reveal any significant damage. However, there is evidence of attacks by insects in the larval stage, social insects and brown rot fungi. Abiotic deterioration by defibering is also observed. NDT studies-ultrasound, resistography and xylo hygrometry-allowed the estimation of density and static modulus of elasticity (MOE) in bending. The low density of wood is shown in a static MOE value of only 4.4 GPa. According to Chilean regulations, wood elements were classified as structural class F3. However, the structural analysis determined that the working stresses did not exceed the admissible stresses. At the foundations level, it is necessary to perform intervention actions.info:eu-repo/semantics/openAccessEscuela de Construcción Civil, Pontificia Universidad Católica de ChileRevista de la construcción v.18 n.2 20192019-07-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2019000200238en10.7764/rdlc.18.2.238 |
institution |
Scielo Chile |
collection |
Scielo Chile |
language |
English |
topic |
clock tower evaluation wood NDT MOE |
spellingShingle |
clock tower evaluation wood NDT MOE Ortiz Mansilla,Rodrigo Osvaldo Fuentes Sazo,Nicol Alejandra Jamet Aguilar,Andrés Eduardo Moya Arredondo,Alberto Aníbal González Moya,Mauricio Andrés Varela Díaz,María Paz Ramírez Guerra,Aldo Augusto Baradit Allendes,Erik Martínez Ramírez,Patricia Haydée Use of non-destructive testing for the evaluation of the preservation state of Iquique Clock Tower, Chilean Historic Monument |
description |
Abstract The Clock Tower, a typical expression of the saltpeter period, is located in Arturo Prat Square in Iquique, Chile. The building, completely made of wood, has endured the passing of time without major modifications. There is concern about its conservation state. However, there are no records of in-depth evaluations that determine its conservation state. The present study, carried out through the use of non-destructive testing (NDT), is an evaluation of its current state. Basic inspection and structural analysis were also included. The results indicate that the wood of the building corresponds to the species Pseudotsuga menziesii (Oregon Pine). The basic inspection does not reveal any significant damage. However, there is evidence of attacks by insects in the larval stage, social insects and brown rot fungi. Abiotic deterioration by defibering is also observed. NDT studies-ultrasound, resistography and xylo hygrometry-allowed the estimation of density and static modulus of elasticity (MOE) in bending. The low density of wood is shown in a static MOE value of only 4.4 GPa. According to Chilean regulations, wood elements were classified as structural class F3. However, the structural analysis determined that the working stresses did not exceed the admissible stresses. At the foundations level, it is necessary to perform intervention actions. |
author |
Ortiz Mansilla,Rodrigo Osvaldo Fuentes Sazo,Nicol Alejandra Jamet Aguilar,Andrés Eduardo Moya Arredondo,Alberto Aníbal González Moya,Mauricio Andrés Varela Díaz,María Paz Ramírez Guerra,Aldo Augusto Baradit Allendes,Erik Martínez Ramírez,Patricia Haydée |
author_facet |
Ortiz Mansilla,Rodrigo Osvaldo Fuentes Sazo,Nicol Alejandra Jamet Aguilar,Andrés Eduardo Moya Arredondo,Alberto Aníbal González Moya,Mauricio Andrés Varela Díaz,María Paz Ramírez Guerra,Aldo Augusto Baradit Allendes,Erik Martínez Ramírez,Patricia Haydée |
author_sort |
Ortiz Mansilla,Rodrigo Osvaldo |
title |
Use of non-destructive testing for the evaluation of the preservation state of Iquique Clock Tower, Chilean Historic Monument |
title_short |
Use of non-destructive testing for the evaluation of the preservation state of Iquique Clock Tower, Chilean Historic Monument |
title_full |
Use of non-destructive testing for the evaluation of the preservation state of Iquique Clock Tower, Chilean Historic Monument |
title_fullStr |
Use of non-destructive testing for the evaluation of the preservation state of Iquique Clock Tower, Chilean Historic Monument |
title_full_unstemmed |
Use of non-destructive testing for the evaluation of the preservation state of Iquique Clock Tower, Chilean Historic Monument |
title_sort |
use of non-destructive testing for the evaluation of the preservation state of iquique clock tower, chilean historic monument |
publisher |
Escuela de Construcción Civil, Pontificia Universidad Católica de Chile |
publishDate |
2019 |
url |
http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2019000200238 |
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