{"id":1343,"date":"2020-02-16T23:15:07","date_gmt":"2020-02-16T22:15:07","guid":{"rendered":"https:\/\/www.marcoperoni.it\/?post_type=avada_portfolio&p=1343"},"modified":"2020-02-24T14:09:20","modified_gmt":"2020-02-24T13:09:20","slug":"palazzo-del-podesta-of-faenza","status":"publish","type":"avada_portfolio","link":"https:\/\/www.marcoperoni.it\/en\/portfolio-progetti\/palazzo-del-podesta-of-faenza\/","title":{"rendered":"Palazzo del Podest\u00e0 of Faenza"},"content":{"rendered":"

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Description<\/strong><\/p>\n

Within an important plan for the recovery and revaluation of Palazzo del Podest\u00e0 in Faenza (RA), we took responsibility for the restoration and anti-seismic improvement of the entire building using interventions based on lightness and reversibility, as requested by the Superintendence.
\nThe large \u201cSalone dell\u2019Arengo\u201d is a 50×15 meters room at the bottom. It is surrounded by 8-meter-high walls and it\u2019s characterised by a roof made of sloped, hut-shaped pitches. The roof is made of a series of wooden trusses that lean against perimeter walls.
\nThe building has undergone several reconstructions over time and this is the reason why some parts appeared structurally heterogeneous and\/or in bad conditions. In addition to that, the wooden trusses\u2019s deformations caused the failure of the room\u2019s side walls, which were even 30 centimetres high compared to the floor.
\nFirst of all, we removed the trusses\u2019s deformations and rebuild the supports damaged by water infiltrations and all the new external redrawn end-plate anchors. We then proceeded to cut the side-posts leaning against the wooden chain until the insertion, both at the level of the highest roof and the loggia, of a tie-rod kerb with related crosses of steel bracing.<\/p>\n<\/div>

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Category:
\n<\/b>Refurbishments<\/a><\/p>\n

Location:<\/b>
\nFaenza (RA)<\/p>\n

Client:<\/b>
\nComune di Faenza<\/p>\n

Architectural project:<\/b>
\narchitect Claudio Coveri, architect Raffaella Grillandi<\/p>\n

Year:<\/b>
\n2017-2018<\/p>\n<\/div>

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Support of the brick merlons.<\/p><\/div>\n<\/div>

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Application of the tie-rod kerb at the level of the roof.<\/p><\/div>\n<\/div>

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Detail of the support and bracing of the Arengo hall\u2019s roof.<\/p>\n<\/div>

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View of the Arengo hall once the works were completed.<\/p><\/div>\n<\/div>

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