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Eingeladener Vortrag
- nein (22)
Lehm ist ein seit Jahrtausenden bewährter, weit verbreiteter und heute ein moderner Baustoff. Für vordringliche Bauaufgaben in der Altbausanierung, dem energieeffizienten Neubau sowie dem Bauen in Entwicklungs- und Schwellenländern ist Lehm hervorragend geeignet. Der Baustoff Lehm ist zu einem Material für anspruchsvolle Bauvorhaben geworden. Seine Ästhetik und Ausstrahlung, seine Wirkung für Raumklima und Wohlbefinden werden von vielen Menschen geschätzt. Besonders zukunftsrelevant sind die umweltspezifischen Eigenschaften des Materials, z.B. die unerreichbar günstige Energiebilanz vieler Lehmbaustoffe. Lehmsteine werden im Neubau überwiegend für die Ausmauerung von Holzständerkonstruktionen verwendet (Bild 1). Die Anwendung für tragende Wände ist derzeit noch untergeordnet, gewinnt aber an Bedeutung.
In der Altbausanierung und Denkmalpflege wird Lehm als historisch authentischer Baustoff und aufgrund seiner bauphysikalischen Qualitäten vielfältig eingesetzt.
Today, building is a complicated commercial process characterised by legalised agreements between all participants. For commercial building projects, all materials and constructions have to conform to building standards and regulations. Material properties must be reproducible in standardised test procedures. This also applies for the control of the quality of production of earth building materials and constructions. Building conservation is a part of this process. Generally, national building standards have to reflect the current situation of building materials / construction systems of that country for which they have been developed.
Höchst dynamische Hydratationsprozesse in den ersten Sekunden bei der Entstehung eines Bauwerkes lassen sich mithilfe von Synchrotron-Röntgenbeugung mit einer sehr hohen Zeitauflösung nachverfolgen. Der Schwerpunkt lag dabei auf der Beeinflussung der Bildung erster kristalliner Hydratationsprodukte während des Frühstadiums der Zementhydratation.
Setting cement: Highly dynamic hydration processes that occur during the first seconds of cement hydration were studied by time-resolved synchrotron X-ray diffraction. Polycarboxylate ether additives were found to influence the formation of the initial crystalline hydration products on a molecular level.
Deciphering the sulfate attack of cementitious materials by high-resolution micro-x-ray diffraction
(2011)
The durability of cementitious materials depends, among others, on their resistance against chemical attack during the service life of a building. Here, we present an approach to analyze changes in the phase composition due to chemical attack in the form of sulfate ingress within the microstructure. Micro-X-ray (µX-ray) diffraction using synchrotron radiation in Debye–Scherrer (transmission) geometry allowed a spatial resolution of 10 µm. Phase transformations in the wake of damaging processes were observed in a detailed high-resolution imaging study. In comparison, samples containing supplementary cementitious materials were investigated and used to reconstruct the influence of different degeneration processes in detail. Additionally, reaction fronts within the bulk were localized by micro-X-ray fluorescence analysis. The experimental setup provided the possibility for analyzing the phase assemblage of a given sample without destroying the microstructure. The specimens for phase analysis are thick sections of the primary material and can be used for further microscopic analysis of the microstructure and microchemistry, e.g., scanning electron microscopy–energy-dispersive X-ray spectroscopy (SEM–EDX) or Raman spectroscopy.
Spatially resolved analysis of complex multi-phase systems can be validated through different analytical methods. This study compares investigations by scanning electron microscopy coupled with energy dispersive X-ray fluorescence analysis and high resolution X-ray diffraction. The studied sulfate attacked cement paste containing fly ashes consists of different interacting crystalline and amorphous phases. The complementary methods revealed in detail changes in phase composition due to the chemical attack. The advantages and disadvantages of both methods are discussed and suggestions are given for combining them with additional methods to maximize the information content.
This chapter provides an overview of methods that are commonly used for the analysis of the original water content of fresh and hardened concrete. The methods consist of direct methods, which detect the water content or the water/cement ratio primarily, as well as indirect methods, which measure other material characteristics related to the water content.
Standardization of a sustainable and eco-efficient building material: Earth - a german perspective
(2010)
Der Beitrag gibt einen Überblick über die Eigenschaften industriell hergestellter Bauprodukte aus Lehm für den Mauerwerksbau. Die Qualität der industriellen Fertigung dieser Produktgruppe hat inzwischen einen Stand erreicht, der vergleichbar mit dem anderer Bauprodukte ist. Lehm-Putzmörtel gibt es als Universalputze für ein- oder mehrlagige Anwendung oder in Form von Unter-, Ober- oder Feinputzen. Lehmsteine werden in verschiedenen Größen und mit Lochung angeboten. Die mechanischen Eigenschaften verschiedener Lehmsteinsorten sind geprägt durch Druckfestigkeiten bis 11 N/mm2, mit üblichen Werten bei 2 bis 5 N/mm2. Ein kritischer Punkt ist die Abhängigkeit der Festigkeitseigenschaften der Lehmsteine von der Materialfeuchte. Die vorliegenden Untersuchungen haben jedoch gezeigt, dass in einem Luftfeuchtebereich von 40 bis 70 % RLF die Druckfestigkeit von Lehmsteinen verhältnismäßig konstant ist. Mauerwerk, errichtet mit Lehmsteinen und Lehm-Mauermörtel, zeigt ähnliche Druckfestigkeiten und E-Module wie Mauerwerk, das mit Porenbetonsteinen errichtet wurde. Infolge einer geringeren Haftscherfestigkeit zwischen Lehmmörtel und Lehmstein ist die Schubfestigkeit von Lehmsteinmauerwerk vergleichsweise niedrig.-------------------------------------------------------------------------------------------------------------------------------------
Properties of industrially produced earthen building products for masonry and behaviour of earth block masonry. The contribution gives an overview of the properties of industrially produced earthen building products for masonry. In the meantime the quality of the industrial production of this group of building materials reached a level similar to that of other products for construction. Earth plasters exist as plasters for universal, one or multi layer applications or as lower, upper or finish plasters. Earth blocks are provided in different sizes and with different perforations. The mechanical properties of different earth block types are signified by compressive strength of up to 11 N/mm2 but are typically in a range between 2 and 5 N/mm2. A critical point is the correlation of the strength of earthen materials with their moisture content. Results from earth blocks showed that in a relative humidity window between 40 and 70 % rh the compressive strength of earth blocks is fairly constant. Masonry made from earth block and earth mortar exhibited compressive strength and elastic modules similar to masonry made with aerated autoclaved concrete blocks. The shear strength of earth block masonry, however, is fairly low, due to the weak bond between earth block and earth mortar.
Ingenieurbauten des Bundesfernstraßenbereichs sind aufgrund ihrer Exposition an vielen Stellen besonders betroffen von Graffiti. Graffitischmierer nehmen hierbei keine Rücksicht auf die Art der Substratmaterialien, und besonders poröse Untergründe bereiten Schwierigkeiten bei der Reinigung. Um Baustoffoberflächen besser zu schützen und von Graffiti leichter reinigen zu können, wurden in den vergangen Jahren spezielle Prophylaxesysteme (Anti-Graffiti-Systeme, AGS) entwickelten. Für die Beurteilung der Funktionalität und Verwendbarkeit dieser Anti-Graffiti-Systeme wurden von der Bundesanstalt für Straßenwesen (BASt) eine neue Technische Prüfvorschrift und Technische Lieferbedingungen (TP/TL AGS-Beton) erarbeitet. Die TP/TL AGS-Beton gilt hierbei nur für die Beurteilung von AGS auf Betonuntergründen. In einer Forschungsstudie wurde untersucht, inwieweit die vorhandene Prüfvorschrift für Betonsubstrate auch auf andere Untergründe, z. B. Naturstein oder Klinker, angewendet werden kann. Weiterhin wurde untersucht, welche Faktoren eine Rolle bei der Reinigung von mit AGS behandelten verschiedenen Substraten spielen.
Cementitious materials, in particular concrete, are durable materials if prepared appropriately and the Service life of concrete structures is now often required to last 120 years or more. Concrete durability depends strongly on intrinsic (e.g. composition, porosity) and exterior factors (e.g. moisture condition and composition, frost cycles, load pattem). Deleterious actions leading to concrete degradation are often created by the environment. Extemal sulfate attack is one of the more spectacular damage scenarios for concrete structures caused by the ingress of sulfate ions into the pore System of the material and successive formation of expanding phases. Though in recent years well studied there are still many questions remaining conceming the mechanisms of sulfate attack. In particular over the last ten years, with the increased utilization of blended cements, new questions arose concerning the sulfate resistance of those binder Systems. In the presented study therefore a method was developed to analyze the changes of the phase composition within the micro structure due to sulfate attack. The analytical method was based on pX-Ray diffraction (pXRD) using Synchrotron radiation in Debye-Scherrer (transmission) geometry. The spatial resolution of the method is ca. 10 pm and allows the characterization of phase transformations in the wake of damaging processes in more detail compared to other techniques. Furthermore, the experimental setup provides the possibility for analyzing the phase assemblage of a given sample without destroying the micro structure. This is possible because the specimens for phase analysis consists of thick sections, which can be used for further microscopic analysis of the micro structure and micro chemistry (e.g. by SEM-EDX). Samples containing supplementary cementitious materials were measured in comparison and to reconstruct the influence of the degradation process in detail. Additionally, reaction ffonts within the samples were localized by micro x-ray fluorescence analysis (MXRF).
The interaction of municipal solid waste incinerator bottom ash (MSWI bottom ash), when utilized as an aggregate in concrete, with the cement matrix was investigated. The most prominent reaction observed in lab and field concrete was the formation of aluminium hydroxide and the release of hydrogen gas from aluminium grains reacting in the alkaline environment. The expansive aluminium reaction was identified as a main cause of extensive spalling on the concrete surface. Due to the higher content of bottle glass as part of the ash, in all samples, reaction products of an alkali-silica reaction (ASR) could be observed as well. However, damage due to ASR were less severe than those caused by the aluminium reaction. The expansion rates were low and only a few of the lab samples showed cracking. Microstructural analysis of the samples indicated clearly that a large quantity of the alkali-silica gel which was formed was accommodated in the pores and voids without exerting any strain on the material.
Volcanic tuff from Ettringen, Germany and its interaction with agents used for stone conservation
(2008)
A sustainable approach for the conservation of the Timur Shah Mausoleum in Kabul, Afghanistan
(2005)
Traditional earthen structures of cultural value are often damaged by static or dynamic loads. This is usually manifested by the appearance of cracks. All too often these cracks are insufficiently or inappropriately repaired if at all because of lack of knowledge and/or technology. In particular, the behavior of crack repair by grouting poses a challenge in earthen materials and demands specific requirements for the grouting mortar, such as low water content, good water retention, low shrinkage, etc. If dynamic loads, e.g. induced by earthquakes, are expected, the grouting material requires additional specifications such as a compatible strength and modulus of elasticity as well as good adhesion to the earthen materials. The study presents results from the development of a grouting material based on hydraulic lime mortar suitable for the repair of cracks in a variety of earthen building techniques. The goal was to develop a material also compatible with earthen structures exposed to dynamic load. The grouting mortar was designed to be adaptable in strength properties and at the same time to have sufficient robustness for the use on the construction site. First results show a satisfactory performance of the grout concerning fresh and hardened mortar properties as well as injectability. The study is part of our work in the framework of the ongoing project NIKER, funded by the European Commission dealing with improving imovable Cultural Heritage assets against the risk of earthquakes.
The goal of this study was to find a correlation between cleaning efficacy of substrates protected with anti-graffiti systems (AGS) and their porosity, surface roughness, and composition as well as usability of the Technical Testing Guideline for Anti-Graffiti Systems (TP-AGS, issued by BASt) for natural stone and brick/clinker masonry. The results showed that the cleaning efficacy mainly depends on the porosity of the substrate and the type of AGS. Also, higher surface roughness contributed to a lower cleaning efficacy. The results showed also that concrete panels and cement joints in masonry represented the worst case. The color change of all substrate materials compared to concrete was mostly within acceptable limits. Gloss changes were significant for a number of substrates. In particular, several of the wax-treated low-porosity substrates exceeded the threshold value of 10. The limit of water vapor permeability of the AGS prescribed in the TP-AGS might be too high for natural stone substrates. In general, the TP-AGS is useful for the determination of the efficiency factor of anti-graffiti agents on various substrates.
The Micro Structure of Traditional Brazilian Lime Plasters - The Custom House of Florianopolis
(2005)
Hydraulische Bindemittel
(2008)