MATERIALS AND TECHNOLOGIES FOR THE STRENGTHENING OF HISTORIC MASONRY BY THE DEEP GROUT INJECTION AND SURFACE PENETRATION METHOD

Authors

  • Jiří Witzany CTU in Prague, Faculty of Civil Engineering, Deparment of Building Structures, Prague, Thákurova 7, Czech Republic
  • Radek Zigler CTU in Prague, Faculty of Civil Engineering, Deparment of Building Structures, Prague, Thákurova 7, Czech Republic
  • Klára Kroftová CTU in Prague, Faculty of Civil Engineering, Deparment of Architecture, Prague, Thákurova 7, Czech Republic
  • Tomáš Čejka CTU in Prague, Faculty of Civil Engineering, Deparment of Building Structures, Prague, Thákurova 7, Czech Republic
  • Jan Kubát CTU in Prague, Faculty of Civil Engineering, Deparment of Building Structures, Prague, Thákurova 7, Czech Republic

DOI:

https://doi.org/10.14311/CEJ.2020.04.0051

Keywords:

Masonry, Grouting, Cracks, Cavities, Brick, Stone, Experimental campaign

Abstract

The grouting of historic masonry with degraded binders or masonry units, masonry with insufficient load-bearing capacity, masonry damaged by cracks, with a high void content and cavities and multi-leaf masonry is one of the rehabilitation methods of masonry frequently applied in practice, restoring its integrity and increasing its load-bearing capacity.

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References

WTA 4-3-98 Masonry repairs - stability and load capacity (WTA guideline). WTA, 2004

NAKI II DG16P02M055 research project (Ministry of Culture of Czech Republic) “Development and Research into Materials, Procedures and Technologies for Restoration, Conservation and Strengthening of Historic Masonry Structures and Surfaces and Systems of Preventive Care of Historic and Heritage Buildings Threatened by Anthropogenic and Natural Risks”, 2016-2020, lead researcher prof. Ing. Jiří Witzany, DrSc.

Škoda, D., Kuřitka, I., Kroftová, K., Kubát, J., 2019. Technology of preparation of barium and magnesium hydroxide nanodispersion and possibilities of their use in monument care. In: Contemporary materials and technologies in civil engineering 2018. Praha: Czech Technical University in Prague. Acta Polytechnica CTU Proceedings. vol. 21.

Kroftová, K., Kuřitka, I., Škoda, D., Šmidtová, M., Masař, M., 2017. Synthesis of nanolime suspension and their potential use in cultural heritage preservation In. EASEC 15 – The Fifteenth East Asia – Pacific Conference on Structural Engineering and Construction.

Kroftová, K., Kubát, J., Škoda, D., 2018. Possibilities of Consolidation of Historical Materials with Selected Nanodispersions - Results of Experimental Research of the Strength Degree on Reference Formulas, In. NaNs: Moderní materiály a technologie ve stavebnictví.

Maravelaki-Kalaitzaki, P., Bakolas, A., Karatasios, I., Kilikoglou, V., 2005. Hydraulic lime mortars for the restoration of historic masonry in Crete, Cement and Concrete Research, 35, pp. 1577-1586, DOI 10.1016/j.cemconres.2004.09.001

Papayianni, I., Pachta, V., 2015. Experimental study on the performance of lime-based grouts used in consolidating historic masonries. Materials and Structures, 48, pp. 2111-2121, DOI 10.1617/s11527-014-0296-5

Yang, Z., Xiaohui Ch., 2013. A performance study of high-strength microbial mortar produced by low pressure grouting for the reinforcement of deteriorated masonry structures. Construction and Building Materials, 41, pp. 505-515. ISSN 09500618. DOI: 10.1016/j.conbuildmat.2012.12.055

ČSN P 730610 Waterproofing of buildings - The rehabilitation of damp masonry and additional protection of buildings against ground moisture and against atmospheric water - Basic provision, UNMZ, 2000

Witzany, J.; Zigler, R.; Kroftová, K.; Čejka, T.; Kubát, J.; Holický, M.; Karas, J., 2018. The Effect of Pore Distribution in Historic Masonry on the Grouting Method and Grouting Mix Selection, The Civil Engineering Journal, 3(10), 307-329. ISSN 1805-2576, DOI: 10.14311/CEJ.2018.03.0025

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Published

2020-12-31

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Articles

How to Cite

MATERIALS AND TECHNOLOGIES FOR THE STRENGTHENING OF HISTORIC MASONRY BY THE DEEP GROUT INJECTION AND SURFACE PENETRATION METHOD. (2020). Stavební Obzor - Civil Engineering Journal, 29(4). https://doi.org/10.14311/CEJ.2020.04.0051