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- Englisch (16) (entfernen)
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- Recycling (3)
- Automotive application (2)
- Building material properties (2)
- Crushed concrete fines (2)
- Jig (2)
- Lightweight concrete (2)
- Masonry rubble (2)
- Recycled aggregates (2)
- Wet treatment (2)
- 3D TEM (1)
Organisationseinheit der BAM
Liquid adsorption chromatography at critical conditions (LACCC) in normal and in reversed-phase modes provides independent information on the molar mass distributions of both blocks of poly(methyl methacrylate)-block-poly(tert-butyl methacrylate), even if no information about the precursor is available. In addition, the amount of unreacted precursor can be determined, even if its molar mass is comparable to that of the total block copolymer. The reversal of elution order by changing of stationary and mobile phases makes it possible to independently characterize each block in the SEC mode of the LACCC system. Thus, complete structural information is obtained even without using two-dimensional chromatographic techniques.
Although a large proportion of building rubble is already being recycled, most recycling applications, e.g. in roadbed foundations, can be considered as downcycling. This study is aimed at improving the material properties of crushed concrete fines by wet treatment, using a jig for density separation. Trial runs in a pilot plant with a flow rate between 0.45 and 0.65 t/h were conducted with two different materials (A and B). The materials were separated into heavy fraction, light fraction and finest fraction. Laboratory tests and tests for building materials were carried out on the output fractions and on the input materials. Laboratory tests showed an improvement of material properties such as loss by washing and content of binder matrix as well as water absorption for both materials A and B. The tests for building materials on mortar specimens showed that strength properties of specimens containing crushed concrete fines (heavy fraction) of type A were improved by wet treatment, but not for test specimens of material type B. Strength tests on concrete showed that a replacement of natural aggregates with wet-treated concrete fines up to 50 % had little effect on compressive strength, while untreated material exhibited a clearly lower compressive strength.
The material properties of recycled concrete aggregates (RCA) are
correlated to the sorting accuracy of the former demolition waste. Impurities like
wood, clay bricks or gypsum can lead to inferior building material properties. Harmful
substances like heavy metals or organic pollutants should be minimised as well.
Hence the non-concrete materials have to be separated from the concrete material
stream. This can be done during the demolition process by using selective
dismantling techniques. Alternatively a variety sorting and classifying techniques to
purify the crushed concrete can be utilized.
A research project, funded by the Federal Ministry for the Environment, Nature
Conservation and Nuclear Safety, investigated the possibilities of gaining recycled
concrete aggregates of a high quality for the reuse in the production of concrete. The
work focuses especially on how gypsum respectively sulphates in the crushed
concrete can be reduced. Sulphates can impair the setting behaviour of concrete
and also damage set concrete by causing expansion. Therefore the content of
sulphates in RCA is restricted by guidelines and standards in Germany.
Generally, gypsum in construction waste originates from interior fittings like gypsum
walls, floor screeds, plaster boards and also plaster. Most of these materials can be
reconstructed using selective dismantling techniques. This can be achieved either by
manual labour or by using mechanical equipment e.g. to remove floor screeds by
milling. Depending on the specific deconstruction site it can be more effective and/or
more environmentally compatible to remove sulphates by treating the crushed
concrete. Applicable treatments for sulphate reduction include dry processes like
manual sorting of gypsum wall blocks as well as wet treatments e.g. jigging.
In addition this research project an environmental performance evaluation was
undertaken to assess different techniques for reducing sulphates in recycled
concrete aggregates.
Effects of wet processed crushed concrete fines as secondary aggregates in building materials
(2008)
Most lightweight aggregates (LWA) are produced by thermal Treatment of natural raw materials such as clay and shale. In addition to the high energy costs thereby incurred, the availability of suitable raw materials is limited. Other LWA manufactured from industrial by-products and wastes do not always meet the quality criteria for use in high-Quality lightweight concrete. A real alternative is the use of novel lightweight aggregates (referred to as LWA, aggregates and granules) made from mineral construction and demolition waste. An appropriate manufacturing technology has recently been developed in the framework of a German research project /1, 2/. Masonry rubble of variable grain size containing different amounts of brick material (25 to 70 %) serves as raw material. The LWA are obtained in a multistage manufacturing process by a thermal or hydrothermal treatment, which causes the expansion and the hardening of the material. The novel LWA meet the acceptance criteria for conventional lightweight aggregates. They are suitable for the production of lightweight concrete /2-6/. However to create tailor-made LWA from masonry rubble, the novel expanded materials and the influence of manufacturing conditions have to be understood in more detail. This paper reports on ongoing investigations of the chemico-mineralogical composition and microstructure of the novel LWA and focuses on the results of Chemical analyses, XRD, ESEM, TG/DTA and fusibility tests.
The aim of the joint project ViPQuali (Virtual Product Qualification) was to describe a components ageing behaviour in a given environment, by numerical simulation.
Having chosen polypropylene (PP) as the material, which does not show sensitivity to moisture, the relevant weathering parameters of the doseresponse functions could be limited to spectral irradiance and temperature.
In artificial irradiation tests, for PP plates of varied stabiliser content, spectral sensitivity as well as temperature dependence of irradiation-caused crack formation was quantified. For that purpose, samples were exposed both to artificial weathering tests at various constant temperatures and to spectrally resolved irradiation. The temperature dependence could be modelled by an Arrhenius fit. For fitting the spectral sensitivity, a plateau function was chosen. Subsequently, the stabiliser content was parameterised and extrapolated.
The formed dose–response functions were incorporated into a Computational Fluid Dynamics (CFD) software program, simulating the environment of a sample within a Phoenix-exposed IP/DP (Instrument Panel/Door Panel box) box, based on sun position and weather conditions, including radiation interactions. Observed local effects as well as the general ageing advance of PP hats are compared with respect to simulation and experiment.
Resulting from this project, for this most simple example of PP of varied stabiliser content, the time to failure can be estimated for each weathering exposure environment with known time-resolved irradiance and temperature conditions.