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Promoting a Nineteenth-Century Italian Technology: The Crystal Skies of Milan Gallery “Vittorio Emanuele II”

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Built Heritage: Monitoring Conservation Management

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Abstract

The nineteenth-century technological revolution gave birth to a brand-new kind of monumental architecture—the secular “cathedrals” of the bourgeois called commercial galleries. They reached their ultimate incarnation as such in the Italian case of “Vittorio Emanuele II” counterpointing the sacred Milanese cathedral over a common square. Cathedrals were those “books of stone” that once embodied building codes of monumental architecture. Innovation became necessary with newly-developed typologies and materials. It was exactly the iron-glass covering that revolutionary element of the “gallery” typology which bridged architecture and advanced technologies. The Milanese one was a “book of bricks, metal and glass” encoding spatially genuine Italian concepts and practical knowledge on bonding traditional materials with modern ones. Demanding immediate attention is their adequate profiling and translating into practical guidelines. Even though “Vittorio Emanuele II” was thoroughly researched, its iron-glass structure offers field for further investigation on innovation. The initial aim is two-fold: first, to unveil the complex of creative ideas enclosed in the crystal skies of the Milanese gallery and the technical decisions behind them; second, to trace those which survived the numerous restorations and the adoption of advanced techniques in resolving the variety of problems verified over the years. As far as creative ideas and technical solutions are concerned, there are three main examples which could be highlighted. The first one regards the 15-m span of the coverage designed deliberately without visible reinforcing rods. The second intriguing aspect was a perspective effect in the glass cladding achieved by the glass plates’ overlapping. The third technical solution of interest concerns the glazing bars and their expediency in the effective resolving of the famous water-leakage problem. The fate of all the original design ideas and technical solutions changed on a number of occasions of ordinary and special maintenance and occasional replacements. In the rich history of interventions in the roof, its partial reconstruction after the Second World War occupies a central place. In it, the cross-like section of the glazing bars along with the spatial configuration of the glass plates were consciously observed criteria for their substitution in order to assure the fruition of the perspective effect by future generations. Another case of preservation in the post-war intervention was the profile of the new main metal arches replacing the severely destroyed original ones. Each new arch was composed by segments instead of being produced as a whole piece. Moreover, the diversity of problems began right after the completion of the cover in 1868 and continues to the present day. Multiple disciplines are involved in the search of their solution: from history of architecture for an efficient archival investigation to material chemistry and physics for preventing damages in the contact zones of bricks, iron or pig-iron and glass, caused by their different thermal expansion coefficients; from brittleness of the nineteenth-century metal structures, accompanied by severe corrosion in the metal joints, to the structural-engineering issue of instability of the lantern bodies. The very challenge before the required multidisciplinary approach is to invent advanced solutions respecting the genuine concept behind the original ones. The ultimate objective is not only to trace nineteenth-century ideas and their technical solutions but also to introduce them as future-intervention guidelines for the purposes of sustainable preservation.

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Notes

  1. 1.

    The ceremony for the official posing of the first stone which could be retained as the start of the construction was on 7th March 1865. However, it is to be noted that even though the larger part of the Gallery was completed for about 2 years, it actually took an additional decade until 1877 in order to finish the triumphal arch for the entrance from the Piazza del Duomo.

  2. 2.

    In the support of the idea that the “urban” is a category that suited best 19th-century bourgeois monumentality see Benjamin (2002), p. 11.

  3. 3.

    The translation in English is from a contemporary edition of the book: Hugo (2013) Notre-Dame de Paris. Hapgood, Isabell (translated by), Book V, Chap. 2, Madison: Circket House Books, p. 174.

  4. 4.

    “The system integrated the building traditions in masonry with those of the modern construction in metal in a hybrid between tradition and innovation.”—Translation by the author. Original text: “Il sistema integrava le consuetudini della costruzione in laterizio con quelle della moderna costruzione metallica, in un ibrido fra tradizione e innovazione…” Selvafolta (1983), p. 241.

  5. 5.

    “…in order to avoid the use of chains or horizontal ties not allowed in a monument of that kind…”—Translation by the author. Original text: “…allo scopo di evitare l’impiego di catene o tiranti orizzontali non consentiti in un simile monumento…” Chizzolini and Poggi (1885), p. 217.

  6. 6.

    On the clauses of the contract between the Supervision of Construction Works of the Gallery and the Parisian Company Joret , see Saldini (1885)

  7. 7.

    On the reinforcing system see Chizzolini and Poggi (1885), p. 217.

  8. 8.

    “It might be of interest to know that to the contrary of what was used until then, the arches of the roof (of the Gallery “Vittorio Emanuele”) were not left free to the dilatation through the sliding along one of the wings of the buildings…”—Translation by the author. Original text: “Può interessare il sapere che al contrario di quanto fino ad allora si usava, le centine della tettoia non furono lasciate libere alla dilatazione collo scorrimento lungo uno dei bracci dei fabbricati…”, Chizzolini and Poggi (1885), p. 217.

  9. 9.

    “…the grafts of the vaults onto the surrounding buildings were particularly studied in order to ensure that the different dilatations do not cause, as it was in the past, very dangerous cases of glass-plate falling. The problem was solved by equipping each graft with a sliding constraint.”—Translation by the author. Original text: “gli innesti delle navate sui fabbricati terminali sono stati particolarmente studiati per far sì che le differenti dilatazioni non provocassero come nel passato, pericolosissime cadute dei vetri. Si è risolto il problema dotando i singoli correnti terminali di fissaggio a scorrimento.” See Carpinelli (1949), p. 58.

  10. 10.

    These three conditions are described in a letter dating 20 April 1948 from the Archive of the “Superintendence for the architectural and landscape assets of Milan”, Folder 6613 and subfolders.

  11. 11.

    The document in question is “Il ferro nelle costruzioni. Dissertazione per ottenere la laurea in Ingegneria” by Quintino Tarantino, dating back to1868.

  12. 12.

    “…the pieces which support the plates in their edge, have the shape of the cross section as an Y, the two branches of which serve as supports and the internal space they form as a water drain. With this form, being excluded the use of putty in the connections; it is not subject to water infiltration and continuous damages.”—Translation by the author. Original text: “…i pezzi che sostengono le lastre nel loro orlo, hanno la forma della sezione trasversale come un Y, i due rami del quale servono d’appoggio ed il loro interno da condotti dell’acqua. Con questa forma, essendo escluso l’impiego di mastice nelle connessure, non si è soggetti ad infiltrazioni d’acqua ed a continui risarcimenti.” Tarantino (1868), p. 23.

  13. 13.

    On the examination and laboratory testing of the metal structures, see Vallatta (1981a, b)1.

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Stoyanova, I., Selvafolta, O., Bellini, A. (2015). Promoting a Nineteenth-Century Italian Technology: The Crystal Skies of Milan Gallery “Vittorio Emanuele II”. In: Toniolo, L., Boriani, M., Guidi, G. (eds) Built Heritage: Monitoring Conservation Management. Research for Development. Springer, Cham. https://doi.org/10.1007/978-3-319-08533-3_22

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