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Abstract

This paper presents the story of the transformation of the interior of the library in the Collegium Maius in Kraków, from the very founding in the 16th century until today, based on various sources. A different approach to the interior arrangement was proposed, relating in its nature to the medieval library.
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Authors and Affiliations

Anna Kulig
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Abstract

The process of historical building conservation includes the repair of mortars eroded due to material and environmental factors. Identification of old mortar constituents is necessary to enable duplicating the material. Information on the binder and aggregate types and contents can be obtained from microscopic observation used in combination with instrumental methods. This paper presents the results of microstructure and mineral composition tests of mortars collected from the walls of thirteenth century buildings. A combination of techniques was used, which included X-ray diffraction, transmitted light optical microscopy and scanning electron microscopy with micro-area elemental composition analysis. The test results revealed porous lime and sand mortars with a binder-aggregate ratio often beyond the commonly adopted values. The mortars contained sand grains of up to 0.5 mm and larger pieces of limestone, flint, feldspar and brick. Transmitted light optical microscopy and scanning microscopy were found to be essential techniques for mortar characterization in existing buildings and structures.

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Bibliography

  1.  C.J. Groot, P. Bartos, and J.J. Hughes, “Historic mortars: Characteristic and tests – concluding summary and state-of-the-art”, in Proc. Intern RILEM workshop, Advanced Concrete and Masonry Centre, University of Paisley, Scotland, 1999.
  2.  J. Elsen, “Microscopy of historic mortars – a review”, Cem. Conc. Res. 36, 1416‒1424 (2006).
  3.  L. Czarnecki and D. Van Gemert, “Scientific basis and rules of thumb in civil engineering: conflict or harmony?”, Bull. Pol. Ac.: Tech. 64(4), 665‒673 (2016).
  4.  K.M. Haneefa, S.D. Rani, R. Ramasamy, and M. Santhanam, “Microstructure and geochemistry of lime plaster mortar from a heritage structure”, Constr. Build. Mater. 225, 538–554, (2019).
  5.  G. Borsoi, A. Santos Silva, P. Menezes, A. Candeias, and J. Mirao, “Analytical characterization of ancient mortars from the archaeological roman site of Pisoes (Beja, Portugal)”, Constr. Build. Mater. 204, 597–608 (2019).
  6.  B. Middendorf, G. Baronio, K. Callebaut, and J. Hughes, “Chemical – mineralogical and physical – mechanical investigation of old mortars”, in Proc. Intern. RILEM workshop, Advanced Concrete and Masonry Centre, University of Paisley, Scotland, 1999, pp. 53‒60.
  7.  J.J. Hughes, S. Cuthbert, and P. Bartos, “Alteration textures in historic Scottish lime mortars and the implications for practical mortar analysis”, Proc. of the 7th Euro seminar on Microscopy Applied to Building Materials, Delft, 1999, pp. 417‒426.
  8.  E. Sandström-Malinowski, “Historic mortars revived”, Proc. of the Intern. RILEM-workshop Repair mortars for historic masonry, Delft, 2005.
  9.  L.B. Sickels, “Organics vs. synthetics: their use as additives in mortars”, Proc. of the ICCROM Symposium Mortars, Cements and Grouts used in the Conservation of Historic Buildings, Rome, 1981, pp. 25‒53.
  10.  J. Elsen, A. Brutsaert, M. Deckers, and R. Brulet, “Microscopically study of ancient mortars from Tournai (Belgium)”, Mater. Charact. 53, 289‒295 (2004).
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Authors and Affiliations

Zdzisława Owsiak
1

  1. Kielce University of Technology, Aleja Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland
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Abstract

The article presents the process of structural diagnostics of the Dominican monastery in Lublin. In order to establish the underlying cause of cracks, not only in situ investigations but also detailed analyses of documents were executed. Inventory drawings were examined in order to identify the building’s structural system. The query of historical documents and city archives was carried out to understand the structure’s performance. Conclusions were confronted with the crack pattern. It was established that the damage resulted from the original conditions of the structural system in place. These conditions were created in past, when the monastery incorporated sections of the medieval town wall into its structure.
The article details structural remedies applied in the course of rehabilitation. The introduction of supporting structures was the effect of a compromise between the necessity of ensuring structural safety and the demand for the minimum impact on the heritage site. The article aims to highlight that the structural assessment of the heritage asset is an investigative process. The work also emphasizes that in spite of numerous up-to-date methods helpful in the structural diagnostics of building structure, the conceptual analyses of the structural system still remain of vital importance. The query of historical documents helps in determining the structural system of a historic building, and vice versa, structural analyses assist in recognizing and supplementing the knowledge of the asset’s history.
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Bibliography

[1] E. Radziszewska-Zielina, G. Sladowski, “Supporting the selection of a variant of the adaptation of a historical building with the use of fuzzy modelling and structural analysis”, Journal of Cultural Heritage, 2017, vol. 26, pp. 53–63.
[2] L. Czarnecki and D. Van Gemert, “Scientific basis and rules of thumb in civil engineering: conflict or harmony”, Bulletin of Polish Academy of Science: Technical sciences, 2016, vol. 64, pp. 665–673.
[3] G. Barbieri, M. Valente, L. Biolzi, C. Togliani, L. Fregonese, G. Stanga, “An insight in the late Baroque architecture: An integrated approach for a unique Bibiena church”, Journal of Cultural Heritage, 2017, vol. 23, pp. 58–67.
[4] M. P. Sammartino, G. Cau, R. Reale, S. Ronca, G. Visco, “A multidisciplinary diagnostic approach preliminary to the restoration of the country church “San Maurizio” located in Ittiri (SS)”, Heritage Science 2, 2014, vol. 4.
[5] E. Diz-Mellado, E.J. Mascort-Albea, R. Romero-Hernández, C. Galán-Martín, C. Rivera-Gòmez, J. Ruiz- Jaramillo, A. Jaramillo-Morilla, “Non-destructive testing and Finite Element Method integrated procedure for heritage diagnosis: The Seville Cathedral case study”, Journal of Building Engineering, 2021, vol. 37, p. 102134.
[6] M.F. Funari, S. Spadea, P. Lonetti, F. Fabbrocino, R. Luciano, “Visual programming for structural assessment of out-of-plane mechanism in historic masonry structures”, Journal of Building Engineering, 2020, vol. 31, p. 101425.
[7] M.A. Nùñez-Andrés, F. Buill, A. Costa-Jover, J.M. Puche, “Structural assessment of Roman wall and vaults in the cloister of Tarragona Cathedral”, Journal of Building Engineering, 2017, vol. 13, pp. 77–86.
[8] C. Akcay, A. Solt,N.M.Korkmaz, B. Sayin, “Aproposal for the reconstruction of historical masonry building constructed in Ottoman Era (Istambul)”, Journal of Building Engineering, 2020, vol. 32, pp. 101493.
[9] ICOMOS: “Recommendation for the analysis, conservation and structural restoration of architectural heritage”. 2003. Website of International Council of Monuments and sites. https://www.icomos.org/en/aboutthe-centre/179-articles-en-francais/ressources/charters-and-standards/165-icomos-charter-principles-forthe- analysis-conservation-and-structural-restoration-of-architectural-heritage. Accessed 10 Feb. 2021
[10] C. Alessandri, V. Mallardo, “Structural assessments of the Church of the Nativity in Bethlehem”, Journal of Cultural Heritage, 2012, vol. 13, Supplement, pp. e61–e69.
[11] A. Anzani, L. Binda, A. Carpinteri, S. Invernizzi, G. Lacidogna, “A multilevel approach for the damage assessment of Historic masonry towers”, Journal of Cultural Heritage, 2010, vol. 11, pp. 459–470.
[12] L. Binda, A. Saisi, C. Tiraboschi, “Investigation procedures for the diagnosis of historic masonries”, Construction and Building Materials, 2000, vol. 14, pp. 199–233.
[13] P. B. Lourenço, “Recommendations for restoration of ancient buildings and the survival of masonry chimney”, Construction and Building Materials, 2006, vol. 20, pp. 239–251.
[14] M-G. Masciotta, L. F. Ramos, P. B.Lourenço, “The importance of structural monitoring as a diagnosis and control tool in the restoration process of heritage structures: A case study in Portugal”, Journal of Cultural Heritage, 2017, vol. 27, pp. 36–47.
[15] G. Teza, S. Trevisani, A. Pesci, “The role of geoenvironmental sciences in Cultural Heritage preservation: the case of 1000 year old leaning bell tower of Caorle (Venice)”. Journal of Cultural Heritage, 2019, vol. 39, pp. 270–277.
[16] C. Alessandri, M. Garutti, V. Mallardo, G. Milani, “Crack Patterns Induced by Foundation Settlements: Integrated Analysis on a Renaissance Masonry Palace in Italy”, International Journal of Architectural Heritage, 2015, vol. 9, pp. 111–129.
[17] M. Betti, M. Orlando, A. Vignoli, “Static behaviour of an Italian Medieval Castle: Damage assessment by numerical modelling”, Computer Structures, 2011, vol. 89, pp. 1956–1970.
[18] G. Croci, “General methodology for the structural restoration of historic buildings: the cases of the Tower of Pisa and the Basilica of Assisi”. Journal of Cultural Heritage, 2000, vol. 1, pp. 7–18.
[19] S. Hemeda, “3D finite element coupled analysis model for geotechnical and complex structural problems of historic masonry structures: conservation of Abu Serga church, Cairo, Egypt”, Heritage Science, 2019, vol. 6.
[20] K. Papadopoulos, “The Restoration of the North-Side Foundation of the Temple of Apollo Epikourios”, International Journal of Architectural Heritage, 2010, DOI: 10.1080/15583050903121869.
[21] L. Schueremans, K. Van Balen, K. Brosens, D. Van Gemert, P. Smars, “Church of Saint-James at Leuven: Structural Assessment and Consolidation Measures”, International Journal of Architectural Heritage, 2007, DOI: 10.1080/15583050601126137.
[22] “Public records of Lublin City 1465-1810” (in Polish). National Archives in Lublin.
[23] B. Nowak, “Lublin Guidebook” (in Polish), Test, Lublin, 2000.
[24] A. Halicka, A. Ostanska, “Selection of repair materials for the restoration of historic monastery masonry” (in Polish), in: Ecology in the building processes. Lublin University of Technology, Lublin 2003, pp. 185–192.
[25] A. Halicka, A. Ostanska, “Strengthening of the corner of historic Dominican monastery in Lublin” (in Polish), Przeglad budowlany 2004, vol. 7-8, pp. 32–36.
[26] J. Lewicki, “Free-standing early medieval building in Dominican Monastery in Lublin” (in Polish), in: Medieval sacral architecture inPoland in the light of new research. Biblioteka Poczatków Panstwa Polskiego, Gniezno, 2014, 173–189.
[27] J. Jasienko, D. Logon, W. Misztal, “Trass-lime reinforced mortars in strengthening and reconstruction of historical masonry walls”, Construction and Building Materials, 2016, vol. 102, pp. 884–892.
[28] M. Corradi, A. Di Schino, A. Borri, R. Rufini, “A review of the use of stainless steel for masonry repair and reinforcement”, Construction and Building Materials, 2018, vol. 181.
[29] P. Zampieri, N.Simoncello, C.D. Tetougueni, C. Pellegrino, “A review of methods for strengthening of masonry arches with composite materials”, Engineering Structures, 2018, vol. 171, pp. 154–169.
[30] F.G. Carozzi, C. Poggi, E. Bertolesi, G. Milani, “Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation”, Composite Structures, 2018, vol. 187, pp. 466–480.
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Authors and Affiliations

Anna Halicka
1
ORCID: ORCID
Anna Ostańska
1
ORCID: ORCID

  1. Lublin University of Technology, Faculty of Civil Engineering and Architecture, ul. Nadbystrzycka 40, 20-618 Lublin
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Abstract

Traditional methods of restoring historical buildings typically consisted in replacing the damaged elements or additional steel and reinforced concrete elements were inserted into the old structure. They significantly interfered with the statics and aesthetics of buildings. Current composite materials used in restoration damage the old structure only slightly and can usually be removed in the future. Due to these advantages they comply with the conservation lawin force. This paper presents a few examples of practical applications of composites the authors have designed for structural reinforcement and protection of historical buildings. Repairs of columns, vaults, masonry walls, stone facades and wooden beams with the use of steel screw-shaped bars and high strength fibres in epoxy resin or cement matrix were presented. Problems of ensuring the proper bond of the composite to the old substrate and insufficient coverage of the fibers with the cement matrix were considered. Although the threats and structural damages which occur in most historical buildings tend to be similar, individual design solutions are required in each case. Historical investigation and detailed measurement of geometry and deflections have to be made before choosing the appropriate method of reinforcing the old structure. It can be predicted that prestressing composite materials used for historical structures will also be applied.
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Authors and Affiliations

Stanisław Jurczakiewicz
1
ORCID: ORCID
Stanisław Karczmarczyk
1
ORCID: ORCID

  1. Cracow University of Technology, Faculty of Architecture, ul. Podchorazych 1, 30-084 Cracow
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Abstract

The presence of art in historic representative buildings is widespread and common. It is not surprising, therefore, that it is a frequent tool used in the transformation processes of these structures. A surprise, however, may be a situation where, instead of the art from the period of the creation of a given monument, the contemporary, multimedia or engaging the viewer cultural activities occur. Therefore, the key questions are the role of such forms of intervention in the historical representative interiors and the possibility of co-existing old and new. It is not without significance for objects under conservator’s protection that there are special requirements that the intervention must fulfill to be installed. The subject of considerations in this work are case studies of the application of contemporary multimedia art in the representative spaces of historical objects. The purpose of the article is to examine types of such artistic interventions resulting from the relationship between a work of art and exhibition space and their mutual influence.

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Authors and Affiliations

Joanna Szechlicka
Katarzyna Urbanowicz
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Abstract

The present article relates to the subject of the relocation of buildings. It presents a historical background of operations of this type carried out in the past around the world, as well as in Poland. It goes on to discuss in more detail some pioneering structural and technological solutions used during the relocation of the Rogatka Grochowska (Grochowska tollgate) building, carried out in 1961 in Warsaw. The article’s main theme is the process of relocation of a historic building No. 15 within the old Norblin Factory in Warsaw, which took place during the final months of 2018. The article briefly presents the factory’s history. It also describes the assumptions of the related project, which covers the development of the old Norblin Factory. It discusses in detail the concept and the scope of the relocation of building No. 15, with the description of the structural and technical design related to this process. The progress of the relocation which took place in 2018 has been reported in detail.
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Authors and Affiliations

Paweł Grzegorz Kossakowski
1
ORCID: ORCID

  1. Kielce University of Technology, Faculty of Civil Engineering and Architecture, Al. Tysiąclecia Państwa Polskiego 7, 25-314 Kielce, Poland
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Abstract

Construction objects must be protected not only at the stage of their construction, but also during exploitation. Particular attention should be paid to objects included in the list of monuments. The Act on the Protection of Monuments and the Guardianship of Monuments states that any building that is important for history and science can become a heritage building and should therefore be preserved. The aim of this article was to improve the method of visual assessment of the technical condition of heritage buildings with the use of fuzzy logic. The improved method is to facilitate the comparison of assessments of the technical condition of a building performed at intervals specified in the regulations, often by different people. The research was conducted on the basis of technical expertise prepared for five examined buildings that were tenement houses entered in the register of monuments. The use of the visual method provides for the assessment of individual elements of the object by an expert and a verbal description of the elements using a five-point scale. A significant limitation of this method is uncertainty associated with the exact ranges of the acceptable values, as these ranges are subjective and depend on the opinion of an evaluator. The impact of this limitation can be reduced by applying fuzzy logic. In the fuzzy logic model, as input variables the following were applied; assessments of the technical condition of individual elements of the object (underground structure, load-bearing walls, ceilings, roof, other elements) and an integral indicator of the technical condition of the entire historic object, calculated as the output value.
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Authors and Affiliations

Marzena Lendo-Siwicka
1
ORCID: ORCID
Roman Trach
1
ORCID: ORCID
Katarzyna Pawluk
1
ORCID: ORCID
Grzegorz Wrzesiński
1
ORCID: ORCID
Ada Żochowska
1
ORCID: ORCID

  1. Warsaw University of Life Sciences-SGGW, Institute of Civil Engineering, ul. Nowoursynowska159, 02-776 Warsaw, Poland
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Abstract

In the article, the authors presented the results of microbiological air quality studies in selected buildings with additional thermal insulation applied from the inside using a silicate and lime system, as well as the results of a survey study concerning the comfort of use of said buildings. The microbiological air quality studies, conducted in buildings immediately prior to and after the application of additional thermal insulation using silicate and lime sheets, demonstrated a significant decrease in the number of mould spores in interior spaces. This was also reflected in the results of a survey study. The survey study was conducted with users of public and commercial buildings and municipal housing buildings in Krakow. Thanks to the additional insulation applied from inside using the silicate and lime system, all of the utilitarian parameters of internal spaces had improved. The most significant changes concerned parameters like comfort of use, the aesthetic of the spaces and breathing comfort. According to experts, the silicate and lime system was also rated highly in terms of the analysed parameters.

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Authors and Affiliations

Elżbieta Radziszewska-Zielina
ORCID: ORCID
Piotr Czerski
Wojciech Grześkowiak
Patrycja Kwaśniewska-Sip
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Abstract

The protection and use of historic buildings is a difficult and costly task. Most often, these objects are under conservatory protection and any interference in their structure requires appropriate consent. On the other hand, conducting construction works on historic buildings carries a high risk of their damage or even destruction. Therefore, proper prior diagnostics is an extremely important factor affecting the scope and manner of works to be conducted. The paper presents the use of 3D scanning to determine the deflection of the ceiling under the Column Hall of the historic Palace, the floor of which showed elasticity, recorded during changing service loads. After identifying the places with the greatest deflections, based on data from 3D laser scanning, test holes were made and wood samples from the ceiling were taken to perform moisture content and mycological tests. An endoscopic inspection camera was inserted into test holes, providing the basis for recognizing the structure of the ceiling, i.e. arrangement of layers as well as dimensions and spacing of ceiling beams. Strength calculations were made with the limit state method resulted in the determination of the maximum permissible service load on the ceiling. The presented course of action in diagnostics of the analysed historic building may be an example of a preliminary procedure to be taken before deciding on changes in the manner of use of historic buildings or the functionalities of their individual parts.
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Authors and Affiliations

Anna Szymczak-Graczyk
1
Zbigniew Walczak
1
Barbara Ksit
2
ORCID: ORCID
Zdzisław Szyguła
3

  1. Department of Construction and Geoengineering, Poznan University of Life Sciences, 60-637 Poznań, Poland
  2. Institute of Building Engineering, Poznan University of Technology, Piotrowo 5, 60-965 Poznań, Poland
  3. Company owner, Poland

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