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The potential of digitally fabricated concrete (DFC) to produce terrain responsive designs has not been thoroughly investigated. Existing research indicates diverse benefits of DFC, such as the rapid fabrication of customized geometries. This research clarifies the advantages and design processes involved in creating site-specific DFC structures. Existing literature is analyzed to provide an overview of fabrication methods and their impacts and constraints on design. Parametric scripting is used to develop an interactive toolkit that integrates aesthetic, structural, and fabrication considerations into the design process. This toolkit specifically focuses on unreinforced retaining walls with interchangeable modules for terrain analysis, wall form generation, structural analysis, and fabrication analysis. The toolkit provides valuable feedback, such as identifying optimum wall proportions, and enables rapid design explorations. The findings affirm the value of exploratory design tools in managing fabrication complexities. Additionally, by recreating an existing amphitheater, the research indicates that DFC can create site-specific geometries that draw from the surrounding terrain.

Additive manufacturing is becoming more popular as a construction technique for various design fields. 3D Concrete Printing is one type of additive manufacturing in which layers of concrete are stacked on top of each other by pushing concrete through a nozzle onto a printing bed. These layers create three-dimensional solid objects from a digital file. 3D Concrete Printing promises to be extremely beneficial for design flexibility, cost, time, safety, environmental impact, and error reduction. This study explores the potential of 3D Concrete Printing technology in landscape architecture by exploring current research, case studies, expert interviews, and design prototype documentation. The study results indicate that 3D Concrete Printing technology has great potential for future use; however, there are also some challenges. Analysis of the responses aims to provide a basis for understanding the technology's performance, design process, and the potential of the 3DCP in landscape architecture design.

This diploma thesis deals with a design and manufacture of an active print head used for 3D printing of concrete mixtures. The aim is to ensure functional parameters of the print head at a minimal mass. Extrusion of the material from the print head is ensured by a screw conveyor, shaping of the material is carry out by a rotatably mounted nozzle provided with trowels. The dimensioning of the main elements of the print head is based on the parameters measured during tests with the older version of the print head and on the FEM analysis. The print head was manufactured and is able to extrude concrete mixture with an admixture of aggregate (fraction 4–8 mm) at a rate of 0,5–2 m3•h-1. The weight of the print head is 16.4 kg, which is 30 percent less than an older print head weighed. The manufactured print head was tested during the printing of a real object and met all the required parameters. The print head is ready for implementation in a machine providing large-scale printing of parts in the construction industry.

Nowadays, manufacturing technologies become more and more aware of efficiency and sustainability. One of them is the so called 3D printing. While 3D printing is often linked to plastic, the truth is there are many other materials that are being tested which could have several improvements over plastics.One of these options is stone or concrete, which is more suitable the architecture and artistic fields. However, due to its nature, this new technology involves the use of new techniques when compared to the more commonly used 3D printers. This implies that it could interesting to know how much energy efficient these techniques are and how can they be improved in future revisions.This thesis is an attempt to disclose and analyze the different devices that make up one of these printers and with this information, build a model that accurately describes its behavior.For this purpose, the power is measured at many points and later it is analyzed and fitted to a predefined function. After the fitting has been done, an error is calculated to show how accurate the model is when compared to the original data.It was found that many of these devices produce power spikes due to its nonlinear behavior. This behavior is usually related to switching, and can avoided with different devices.Finally, some advice is given focused on future research and revisions, which could be helpful for safety, efficiency and quality. / Numera blir tillverkningstekniken alltmer medveten om effektivitet och hållbarhet. En av dem är den så kallade 3D­utskriften. Medan 3D­utskrift ofta är kopplad till plast, är verkligheten att det finns många andra material som testas, vilket kan ha flera förbättringar över plast.Ett av dessa alternativ är sten eller betong, vilket är mer lämpligt inom arkitektur och konstnärliga fält. På grund av sin natur inbegriper denna nya teknik användningen av nya tekniker jämfört med de vanligare 3D­skrivarna. Detta innebär att det kan vara intressant att veta hur mycket mer energieffektiva dessa tekniker är och hur de kan förbättras i framtida revisioner.Denna avhandling är ett försök att studera och analysera de olika enheter som utgör en av dessa skrivare och med denna information, bygga en modell som exakt beskriver dess beteende.För detta ändamål mäts effekten på många punkter och senare analyseras och anpassas den till en fördefinierad funktion. Efter anpassning har gjorts beräknas felet för att visa hur exakt modellen är jämfört med originaldata.Det visade sig att många av dessa enheter producerar spännings­spikar på grund av dess olinjära beteende. Detta beteende är vanligtvis relaterat till omkoppling och kan undvikas med olika enheter.Slutligen ges några råd om framtida forskning och revideringar, vilket kan vara till hjälp för säkerhet, effektivitet och kvalitet.

Die selektive Zementaktivierung (SCA) ist ein additives Fertigungsverfahren zur Herstellung von Bauteilen aus Beton. Die SCA gehört zu den Verfahren des selektiven Bindens, bei denen schüttfähiges Material (hier eine Trockenmischung aus Zement und Gesteinskörnung) in dünnen Schichten ausgebracht und durch Einbringen einer flüssigen Komponente (hier Wasser) selektiv gebunden wird. Verglichen mit anderen Verfahren der additiven Fertigung mit Beton sind bei der SCA sowohl die Auflösung als auch die geometrische Freiheit besonders hoch. ... / Selective cement activation (SCA) is an additive manufacturing process for the fabrication of concrete elements. SCA belongs to the group of the selective binding processes in which bulk material (here a dry mixture of cement and aggregate) is spread in thin layers and selectively bound by applying a liquid component (here water). Compared to other additive manufacturing processes using concrete, both resolution and geometric freedom are particularly high with SCA. ...

Incorporating reinforcement into the practice of digital concrete construction, often called 3D-concrete-printing, is a prerequisite for wide-ranging, structural applications of this new technology. Strain-Hardening Cement-based Composites (SHCC) offer one possible solution to this challenge. In this work, printable SHCC were developed and tested. The composites could be extruded through a nozzle of a 3D-printer so that continuous filaments could be deposited, one upon the other, to build lab-scaled wall specimens without noticeable deformation of the bottom layers. The specimens extracted from the printed walls exhibited multiple fine cracks and pronounced strain-hardening characteristics under uniaxial tensile loading, even for fiber volume fractions as low as 1.0%. In fact, the strain-hardening characteristics of printed specimens were superior to those of mold-cast SHCC specimens.

Dieser Beitrag bietet einen Überblick über den aktuellen Sachstand auf dem Gebiet der additiven Fertigungsverfahren mit Beton, auch 3D-Betondruck genannt. Im Einzelnen wird auf die zugehörige Materialprüfung von druckbarem bzw. gedrucktem frischem, erhärtendem und erhärtetem Beton eingegangen. Außerdem werden mögliche Varianten zur Integration der Bewehrung in die additive Fertigung mit Beton dargelegt.

Conventional construction of concrete shells involves a costly and time-consuming erection of custom formwork. An alternative approach that avoids this is an on-site assembly of shells from prefabricated modules. This article presents a new, highly automated method for the production of such modules. The proposed method combines the technology of full-width 3D concrete printing using strain-hardening cement-based composite and the technology of robotic textile mesh production from mineral-impregnated carbon yarns.