Siegfried Siegesmund - Monument Future

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Seit der Antike weiß man um das Problem der Verwitterung von Gestein und der damit einhergehenden Verschlechterung des Zustands von Gebäuden, Mauerwerk, Denkmälern, Skulpturen etc.
Alle vier Jahre treffen sich auf einer internationalen Tagung Experten, die sich mit den entsprechenden Sachfragen beschäftigen. Der „14th International Congress on the Deterioration and Conservation of Stone“ findet im September 2020 in Göttingen statt. Er ist die wichtigste Veranstaltung zur Verbreitung des Wissens von Praktikern und Forschern, die im Bereich der Steinkonservierung zur Erhaltung des baulichen Kulturerbes arbeiten: Geowissenschaftler, Architekten, Bauspezialisten, Ingenieure, Restauratoren, Denkmalpfleger und Bauherren.
Der Tagungsband mit über 150 wissenschaftlichen Beiträgen repräsentiert und erfasst den neuesten Stand der Technik auf diesem Gebiet.
Themen sind:
– Charakterisierung von Schadensphänomenen von Steinen und verwandten Baumaterialien (Stuck, Putz, Mörtel usw.)
– Methoden zur Untersuchung des Steinverfalls in situ und zerstörungsfreie Prüfung
– Langzeitüberwachung von Steindenkmälern und Gebäuden
– Simulation und Modellierung des Zerfalls
– Technologien und Entwicklung verbesserter Bearbeitung und Verwendung von Stein in Neubauten
– Bewertung der Langzeitwirkung von Bearbeitungstechniken
– Auswirkungen des Klimawandels auf die Steinverwitterung des Kulturerbes
– Berichte zur Steinkonservierung: Fallstudien und Projekte
– Digitalisierung und Dokumentation von Steinkonservierung

The 14th International Congress on the Deterioration and Conservation of Stone, entitled MONUMENT FUTURE: DECAY AND CONSERVATION OF STONE is a quadrennial event that brings together a world-wide community of geoscientists, architects, building specialists, engineers, conservators, restorators, monument curators and building owners who are concerned about the conservation of cultural stone structures and objects. Since antiquity, the weathering and deterioration of historical buildings, masonry, monuments, sculptures etc. using natural stones has been a very well-known problem.
This conference is the main gathering for the dissemination of knowledge in the field of stone deterioration issues. It represents and captures the state-of-the-art in the field of stone conservation and cultural heritage conservation with regards to the following topics:
– Characterisation of damage phenomena of stone and related building materials (plaster, rendering, mortar etc.)
– Methods for the investigation of stone decay; in-situ and non-destructive testing
– Long-term monitoring of stone monuments and buildings
– Simulation and modelling of decay
– Technology and development of improved treatments and use of stone in new buildings
– Assessment of long-term effects of treatments
– Impact of climate change on stone decay of Cultural Heritage
– Reports about stone conservation: case studies and projects
– Digitalization and documentation in stone conservation

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Introduction

Due to firestorms caused by heavy bombardments during the Second World War, lots of buildings and objects made of sandstone were massively damaged. These damages became probably more severe by extinguishing fire by water, leading to another short-term temperature change. The typical damage observed is fragmentation, thus reducing the load-bearing capacity of architectural elements, as shown by the examples of the Church of Our Lady (Frauenkirche) and the altar in the Church of the 90Three Kings (Dreikönigskirche) in Dresden, Germany (Fig. 1).

Figure 1Fire damages of historical buildings in Dresden a Church of Our Lady - фото 62

Figure 1:Fire damages of historical buildings in Dresden a) Church of Our Lady (Frauenkirche) 1971 (Wikimedia Commons, CC BY-SA 3.0, Lencse Zoltán) b/c) altar in the Church of the Three Kings (Dreikönigskirche).

Numerous studies (e. g. Chakrabarti et al. 1996, Hajpál & Török 2004, Gómez-Heras et al. 2006, Hager 2014, or Lintao et al. 2017) deal with methods to record material changes of different sandstones caused by high temperatures. However, most of these studies investigate the thermal behavior of small samples with laboratory heating regimes in high temperature ovens. In contrast, there are only few studies dealing with small scale real fire scenarios of sandstones, e. g. Koser & Althaus (1999), Ehling & Köhler (2000), Pohle & Jäger (2003), McCabe et al. (2007), or Smith & Pells (2008). Obviously, the damage patterns of heat-treated laboratory samples and fire-affected objects and buildings (cf. Fig. 1) are different. This study on Elbe sandstones compares the behavior of oven-heated with flame-treated samples, the latter corresponding to a more realistic fire scenario.

Materials and testing procedures

The investigated material comprises sandstone of Cotta and Posta type which are the two main varieties of the Upper Cretaceous Elbe sandstone, occurring south of Dresden (Saxony, Germany). The Cotta type is a grey to yellowish-brownish sandstone with clay-bearing, organic and ferritic flakes parallel to bedding. It is a fine-grained and siliceous quartz arenite (> 90 % quartz). In addition, K-feldspar, kaolinite and few illite, glauconite, and rare organic components occur. The color of the Posta type varies between light grey and yellowish-brownish. It is a fineto medium-grained, occasionally coarse-grained, porous and siliceous quartz arenite (quartz nearly 100 %) without organic matter and with very small amounts of kaolinite (Grunert 2007, Grunert & Szilagyi 2010).

For the laboratory heating experiments cylindrical specimens of both sandstone types with different dimensions of 50 × 25 mm and 50 × 100 mm (Fig. 2a) were used. They were orientated normal and parallel to bedding. The dimensions of the specimens for the real-scale fire exposure tests were significantly larger with heights of 58 cm and an approx. diameter of 19 cm. To imitate real shapes of architectural elements such as pillars, balusters and cylinders were carved from Cotta and Posta type sandstone blocks (Fig. 2b/c).

The small sandstone specimens (cf. Fig. 2a) were treated in a laboratory oven (Nabertherm LT24/12) at the Institute of Geotechnics, Technische Universität Bergakademie Freiberg (TU BAF) at 6 different temperature levels (400, 500, 600, 700, 800, 1,000 °C) with a heating rate of 10 K/min and a cooling rate of 1 K/min after a holding time of 6 hours at each target temperature level.

The cylinders and balusters (Fig. 2b/c) were marked for drilling boreholes to mount thermocouples (Fig. 3a/b) which monitored the temperatures on the stone surfaces and within the stones during fire exposure over time. In the cylinder samples, 5 boreholes with a diameter of 8 mm were drilled 91to a depth of 9.5 cm. In accordance to the specific shape of the balusters, 7 boreholes with a diameter of 8 mm were drilled to depths between 4.5 and 9.5 cm. Flowable mortar was used to fix the thermocouples in the boreholes and to guarantee undisturbed heat transfer.

Figure 2Investigated specimens of Posta and Cotta type Elbe sandstone a small - фото 63

Figure 2:Investigated specimens of Posta and Cotta type Elbe sandstone a) small cylinders (50 × 100 mm) b) cylinders (58 × 19 cm) c) balusters (58 cm in length and max. diameter of 19 cm).

Figure 3a Scheme of drill holes on a baluster and a cylinder specimen b - фото 64

Figure 3:a) Scheme of drill holes on a baluster and a cylinder specimen b) cylinders with mounted thermocouples.

For the real scale room fire tests a fire container (height: 2.40 m, width: 2.35 m, depth: 4.13 m) was used based on the standard ISO 9705 (room corner test at the Institute of Fire Protection and Disaster Control (IBK) in Heyrothsberge (Fig. 4). In the fire container, the cylinder and baluster sandstone specimens were placed at a height of 1.7 m above the fire source (Fig. 5a), achieving a direct flame treatment. The fire source consisted of a wood crib according with DIN EN 3-7 which provided a known theoretical heat release rate with a maximum temperature of approx. 900 °C for about 15 minutes. N-heptane acted as a fire accelerant which was ignited in a pan below the wood crib.

The temperatures in the container were monitored by thermocouples over time. An infrared and a video camera (Fig. 5b) recorded the heat distribution and the fire behavior in the container which could be followed in real-time on a monitor in the nearby laboratory (Fig. 5c/d).

Figure 4Sketch of the fire container top view with sample and thermocouple - фото 65

Figure 4:Sketch of the fire container (top view) with sample and thermocouple positions; red: wood crib in accordance to the DIN 3-7 standard as fire source.

92 Figure 5ab Views inside the fire container b positions of video and - фото 66

Figure 5:a/b) Views inside the fire container b) positions of video and infrared camera c) record of video monitoring d) record of infrared monitoring.

Results and Discussion

The macroscopic results for the stone samples after heating are shown in Fig. 6a/b. There are significant differences between heating in the laboratory oven and in the fire container. In Fig. 6a the small Posta and Cotta type sandstone specimens with axis parallel (PS_P & CS_P) and normal (PS_N & CS_N) to bedding are displayed. They are arranged according to their temperature treatment levels (from left to right: 25, 400, 500, 600, 700, 800 and 1,000 °C). The specimens appear more reddish with higher temperatures. These color changes are related to mineral transformations, namely of iron-bearing minerals (cf. Hajpál & Török 2004).

Within the brownish to yellowish Elbe sandstones, mainly limonite changes to the red hematite at elevated temperatures (Fig. 6a). Slight color changes to red can be detected for all sandstone types already at 400 °C (cf. Gómez-Heras et al. 2009). In Cotta sandstone also glauconite transformations might contribute to discoloration.

The cylinders treated in the oven did not reveal any macroscopic cracks. The treated and untreated specimens were stored in plastic bags after cooling down. After moving these sample bags for further investigations, loose single sand grains, increasing in number with temperature, were detected in the bags for those samples heated above 500 °C. They indicate decreased cohesion of sand grains in the respective sandstones. In case of Cotta type sandstone this effect was less developed than for Posta type sandstone.

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