Architectural Geometry and the Portfolio of Villard de Honnecourt

2017 ◽  
pp. 3-22
Author(s):  
Nigel Hiscock
Keyword(s):  
Architectural Geometry ◽  
Villard De Honnecourt

Did French Architects, Builders, Stonemasons, and Sculptors Operate in the Hungarian Kingdom in the Second Half of the 12th Century and in the 13th Century?

Mediaevistik ◽  
2018 ◽  
Vol 31 (1) ◽  
pp. 115-132
Author(s):  
Michalina Duda ◽  
Sławomir Jóźwiak ◽  
Marcin Wiewióra
Keyword(s):  
Interdisciplinary Research ◽  
Art History ◽  
13Th Century ◽  
Research History ◽  
Northern France ◽  
Early Appearance ◽  
12Th Century ◽  
Villard De Honnecourt

Abstract Thanks to the wide use of the fruits of interdisciplinary research (history, archaeology, and art history) and a thorough analysis of written and architectural sources, it can be clearly demonstrated that, from at least as early as the end of the 12th century, architects, builders, stonemasons and probably also sculptors from what is now northern and eastern France were operating in the Kingdom of Hungary (though it is not known to what extent). It is impossible not to see a correlation between their activity and the very early appearance of the Gothic style in the territory of what was then Hungary. The architect–builder–designer–sketcher Villard de Honnecourt of Picardy, northern France, and his stay on the shores of the Danube are of particular interest. He was there most probably in the 1220s, but it is unfortunately difficult to say for certain which of the edifices he worked on considering those that were erected at the time in the Kingdom of Hungary.

scholarly journals La datation du choeur de l’église de Vaucelles reproduit en plan par Villard de Honnecourt

2018 ◽  
Vol 81 (3) ◽  
pp. 411-417
Author(s):  
Laurence Terrier Aliferis
Keyword(s):  
Nineteenth Century ◽  
Historical Sources ◽  
The West ◽  
West Side ◽  
Villard De Honnecourt ◽  
The Church

Abstract The ruined Cistercian church of Vaucelles is known only by a few preserved fragments and a plan of the choir reproduced by Villard of Honnecourt. Historical sources provide three key dates: 1190 (start of construction), 1215 (entry into the new church), 1235 (date of the dedication). From the nineteenth century until now, it was considered that the foundations were laid in 1190 and that the construction started on the west side of the church. In 1216, the nave would have been completed, and the choir would have been built between 1216 and 1235. Consultation of the historical sources and examination of the historiographic record changes this established chronology of the site. In fact, the construction proceeded from east to west. The choir reproduced in 1216 or shortly before by Villard de Honnecourt presents the building as it then appeared, with the eastern part of the building totally completed.

Reconfigurable molds and a fabrication-aware design tool for manufacturing concrete grid structures

2021 ◽  
pp. 147807712110300
Author(s):  
Ali Baghi ◽  
Saleh Kalantari ◽  
Aryan Baghi
Keyword(s):  
Additive Manufacturing ◽  
Casting Machine ◽  
Design Tool ◽  
Digital Design ◽  
Architectural Geometry ◽  
Current Trends ◽  
Design And Manufacturing ◽  
Concrete Joints ◽  
Concrete Casting ◽  
Concrete Elements

The design and manufacturing of concrete elements need to be reconsidered in light of current trends in architectural geometry. Today, there is a movement toward greater customization and adaptability of concrete elements using “reconfigurable formworks” and “additive manufacturing.” Our study approached the issue of fabricating non-standardized concrete elements from the perspective of a “reconfigurable fabrication platform.” Specifically, we developed a method of fabricating geometrically diverse concrete joints by combining flexible pressure-enduring tubes with a rigid mechanism, resulting in an adaptive concrete-casting machine. This platform, which we named “Flexi-node,” can be used in conjunction with a relevant fabrication-aware digital design tool. Users can computationally design and fabricate a great variety of concrete joints using just one mold, with a minimum of material waste and with no distortion from hydrostatic pressure as would typically occur in a fully flexible formwork.

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