Filtern
Dokumenttyp
- Zeitschriftenartikel (5)
- Sonstiges (3)
- Beitrag zu einem Sammelband (1)
Schlagworte
- Bottom ash (4)
- Asphaltbauweise (3)
- Brückenbeläge (3)
- PmB Schweißbahn (3)
- Technische Anforderungen (3)
- Circular economy (2)
- Brückenabdichtung (1)
- Circular Economy (1)
- Density separation (1)
- Design of experiments (1)
Organisationseinheit der BAM
This work is aimed at exploring the recovery of heavy metals from the fine fraction of solid waste incineration bottom ash.
For this study, wet-discharged bottom ash fine-fraction samples from full-scale treatment plants in Germany and Sweden were analyzed. The potential for the recovery of heavy metal compounds was investigated through wet density-separation with a shaking table. The feed materials were processed without any pre-treatment and the optimum processing conditions were determined by means of design of experiments. Tilt angle and stroke frequency were identified as the most relevant parameters, and the optimum settings were − 7.5° and 266 rpm, respectively. The obtained balanced copper enrichments (and yields) were 4.4 (41%), 6.2 (28%) and 2.4 (23%). A maximum copper enrichment of 14.5 with 2% yield was achieved, providing a concentrate containing 35.9 wt.% relevant heavy metal elements. This included 26.3 wt.% iron, 4.3 wt.% zinc and 3.8 wt.% copper. In conclusion, density separation with shaking tables can recover heavy metals from bottom ash fine fractions. Medium levels of heavy metal enrichment (e.g., for Cu 2.7–4.4) and yield (Cu: 26–41%) can be reached simultaneously.
However, the separation performance also depends on the individual bottom ash sample.
In 2018, the production of Municipal SolidWaste (MSW) in EU-28 reached 250.6 Mt, with the adoption of different management strategies, involving recycling (48 wt %), incineration and thermal valorization (29 wt %) and landfilling (23 wt %). This work was based on the analysis of the baseline situation of MSW management in EU-28 in 2018, considering its progress in 2008–2018, and discussed the possible improvement perspectives based on a framework involving incineration and recycling as the only possible alternatives, specifically evaluating the capability of already-existing incineration plants to fulfill the EU needs in the proposed framework. The results of the assessment showed two main crucial issues that could play a pivotal role in the achievement of Circular Economy action plan targets: the need to increase the recycling quotas for specific MSW fractions through the separate collection, and therefore the improvement of definite treatment process chains; the optimization of the recovery of secondary raw materials from incineration bottom ash, involving the Recycling of ferrous and nonferrous metals and the mineral fraction. Both issues need to find an extensive application across all member states to decrease the actual differences in the adoption of sustainable MSW management options.
The main obstacle to bottom ash (BA) being used as a recycling aggregate is the content of salts and potential toxic elements (PTEs), concentrated in a layer that coats BA particles. This work presents a dry treatment for the removal of salts and PTEs from BA particles. Two pilotscale abrasion units (with/without the removal of the fine particles) were fed with different BA samples. The performance of the abrasion tests was assessed through the analyses of particle size and moisture, and that of the column leaching tests at solid-to-liquid ratios between 0.3 and 4.
The results were: the particle-size distribution of the treated materials was homogeneous (25 wt % had dimensions <6.3 mm) and their moisture halved, as well as the electrical conductivity of the leachates. A significant decrease was observed in the leachates of the treated BA for sulphates (44%), chlorides (26%), and PTEs (53% Cr, 60% Cu and 8% Mo). The statistical analysis revealed good correlations between chloride and sulphate concentrations in the leachates with Ba, Cu, Mo, and Sr, illustrating the consistent behavior of the major and minor components of the layer surrounding BA particles. In conclusion, the tested process could be considered as promising for the improvement of BA valorization.
In 2018 municipal solid waste (MSW) incineration in Europe produced nearly 19 Mt of bottom ash (BA); only 46 %-wt. was treated, often in poorly performing plants, leaving behind 10 Mt of untreated and unrecovered BA, destined to landfill. This work was based on the inventory of BA across Europe, and on the hypothesis to achieve complete BA valorisation through two assumptions: treating 100% BA and minimizing the loss of valuable fractions due to technical limitations of state-of-the-art processes in comparison to advanced innovative processes. The research involved three phases: characterization of potential secondary raw materials (metals and mineral fraction) currently lost from untreated (the surplus compared to treatment capacity) and unrecovered BA (the fine fraction) through material flow analysis; environmental assessment (energy balance and net GHG emissions) of complete BA valorisation; investigation of the economic feasibility of complete BA Valorisation through state-of-the-art technologies. The resulting 2.14 Mt loss of valuable materials included 1 Mt Mineral fraction and 0.97 Mt ferrous metals, mostly from untreated BA, and 0.18 Mt non-ferrous metals, mostly from unrecovered BA. The energy balance and GHGs emissions required by the treatment of the currently untreated and unrecovered fractions of BA resulted in energy and GHGs emissions savings. Economic profitability was driven by iron and copper recycling and avoided landfill fees. Profitability was achieved by two thirds of considered countries (average values: NPV 83 M€, ROI 20%, payback time 11 years) with BA mass flow exceeding 0.02 Mt.
Die Ausführung von Abdichtungssystemen insbesondere an Ingenieurbauwerken der Verkehrsinfrastruktur greift in die unmittelbare Verfügbarkeit/Nutzbarkeit des Bauwerks ein und erfolgt deshalb i.a.R. unter höchstem Zeitdruck. Neuere materialtechnische Entwicklungen im Bereich der Flüssigkunststoff-Systeme erlauben kürzere Ausführungszeiten in einem erweiterten Einsatzspektrum. Zur Sicherstellung anforderungsgerechter Gebrauchseigenschaften des gesamten Brückenabdichtungssystems gibt die vorliegende Veröffentlichung Hinweise für die einzuhaltenden Baugrundsätze, bautechnologische Besonderheiten und Erfordernisse im Umgang mit Polymethylmethacrylat (PMMA) sowie qualitätssichernde Maßnahmen.
X-ray emission hazards from ultrashort pulsed laser material processing in an industrial setting
(2021)
Interactions between ultrashort laser pulses with intensities larger than 10^13 W/cm^2 and solids during material processing can lead to the emission of X-rays with photon energies above 5 keV, causing radiation hazards to operators. A framework for inspecting X-ray emission hazards during laser material processing has yet to be developed. One requirement for conducting radiation protection inspections is using a reference scenario, i.e., laser settings and process parameters that will lead to an almost constant and high level of X-ray emissions. To study the feasibility of setting up a reference scenario in practice, ambient dose rates and photon energies were measured using traceable measurement equipment in an industrial setting at SCHOTT AG. Ultrashort pulsed (USP) lasers with a maximum average power of 220 W provided the opportunity to measure X-ray emissions at laser peak intensities of up to 3.3 × 10^15 W/cm^2 at pulse durations of ~1 ps. The results indicate that increasing the laser peak intensity is insufficient to generate high dose rates. The investigations were affected by various constraints which prevented measuring high ambient dose rates. In this work, a list of issues which may be encountered when performing measurements at USP-laser machines in industrial settings is identified.
In den "Technischen Lieferbedingungen für die Dichtungsschicht aus einer Polymerbitumen-Schweißbahn zur Herstellung von Brückenbelägen auf Beton" (TL BEL-B 1) sind die Regelungen über die erforderlichen Voraussetzungen zur Verwendung von Polymerbitumen-Schweißbahnen zur Ausbildung einer Dichtungsschicht aus einer einlagigen Polymerbitumen-Schweißbahn auf Beton aufgeführt. Sie umfassen den grundsätzlichen Nachweis der Funktionsfähigkeit und Dauerhaftigkeit sowie die Sicherstellung des nachgewiesenen Qualitätsniveaus.
Die "Technischen Prüfvorschriften für die Dichtungsschicht aus einer Polymerbitumen-Schweißbahn zur Herstellung von Brückenbelägen auf Beton" (TP BEL-B 1) enthalten alle notwendigen Angaben zur Durchführung der nach den "Technischen Lieferbedingungen für die Dichtungsschicht aus einer Polymerbitumen-Schweißbahn zur Herstellung von Brückenbelägen auf Beton" (TL BEL-B 1) geforderten Prüfungen. Art und Umfang der Einzelprüfungen sowie die entsprechenden Anforderungen sind den zugehörigen TL BEL-B 1 zu entnehmen.
Die Forschungsgesellschaft für Straßen- und Verkehrswesen hat den „Abschnitt 1: Brückenbeläge auf Beton mit einer Dichtungsschicht aus einer Polymerbitumen-Schweißbahn“ zu dem Teil 7: „Brückenbeläge“ der ZTV-ING überarbeitet und neu herausgegeben. Die Neuausgabe berücksichtigt die aktuellen Anforderungen durch die Europäische Normung bezüglich der Polymerbitumen-Schweißbahnen. Weitere Änderungen zur Vorgängerausgabe von 2003 wurden notwendig durch die Neuauflagen weiterer FGSV-Regelwerke, insbesondere der TL Bitumen-StB (FGSV 794), der ZTV Fug-StB (FGSV 897/1), der TL Fug-StB (FGSV 897/2), der TP Asphalt-StB (FGSV 756) und der E KvB (FGSV 727).
Die ZTV-ING Teil 7 Abschnitt 1 führt insbesondere aus zu den Grundlagen des Brückenbelages, zur Ausführung und Qualitätssicherung sowie zur Herstellung unmittelbar auf Trog- und Tunnelsohlen aus Beton.
Der Anhang enthält die „Vorgaben für die Prüfungen während der Bauausführung“ sowie das Formblatt „Protokoll über die Entnahme von Rückstellproben“ und eine tabellarische Zusammenstellung über „Art und Umfang sowie Anforderungen und Toleranzen für die Baustoffeinangsprüfungen“. Das Bundesverkehrsministerium hat mit seinem ARS 23/2021 zur Fortschreibung der ZTV-ING die Neuausgabe der Teils 7 Abschnitt 1 bekannt gemacht.
Die „Zusätzlichen Technischen Vertragsbedingungen und Richtlinien für Ingenieurbauten, Teil 7: Brückenbeläge, Abschnitt 1: Brückenbeläge auf Beton mit einer Dichtungsschicht aus einer Polymerbitumen-Schweißbahn“, Ausgabe 2021 ersetzen die „Zusätzlichen Technischen Vertragsbedingungen und Richtlinien für Ingenieurbauten, Teil 7: Brückenbeläge, Abschnitt 1: Brückenbeläge auf Beton mit einer Dichtungsschicht aus einer Bitumen-Schweißbahn“, Ausgabe 2003.