sng_2016-05-12_high-single-crop_k3

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The ceiling is of waved metal plates, and the stairway is of steel faced with marble. The construction has a gravel foundation; the ground water level was lowered using two wells. Otokar Pečený of Mostáreň Brezno designed the structural engineering of all the above-ground, i.e. steel construction; based on this contract, he became an employee of Dedeček’s studio X. Ateliér, and took the main role in designing construction of Dedeček’s later steel structures, especially the culture/sports hall in Ostrava. He also designed the structure of the depository racks/shelving (“depository coulisse of steel construction” DEDEČEK 1968, p. 2), again manufactured by Mostáreň Brezno. The load-bearing system of the bridging is in four girders on two 30 cm-wide abutments at a distance of 54.5 m. One of these is fixed, the other socketed, allowing tensibility of the construction. The lowest of the three cascading levels in the bridging is suspended on bottom bands of the lowest-situated girders. The upper two levels are placed on the upper bands of the girders. Thus the main construction combines support and suspension. The roofing, including the glassed ceilings, is supported by crossbeam on the upper bands of the upper girder (toward the river) and of the lowest girder (toward the courtyard). This means the individual levels are each supported by a <strong>single</strong> girder, with the other securing stability in case of unbalanced loading. The bridging’s floors are of ribbed metal plates 6 mm thick, reinforced on top with braces poured over with a 6 cm layer of concrete. This created solid flat elements, able to take both perpendicular loading and the entire horizontal force in a lateral system of abutments, while stabilizing the pressed bands of the girders. Auxiliary stairways and an elevator are situated to the sides of the abutment. The topmost girder has a cornice (console) on both sides. To the east, toward the former Dom Československo- sovietskeho priatel’stva (now Esterházy palace of the SNG), the girder is 34
corniced at about 11 m (11.06 m), and to the west, toward Belluš’ Hotel Devín it is laid at about 8 m (7.6 m). The load of the framed walls – the levels’ supporting elements – is on both of the corniced ends (DEDEČEK undated, pp. 5–6). In addition to the corniced construction, there are further auxiliary constructions (towers) at the sections at the edge. The total length of the bridging construction is therefore 73.5 m. The steel bridge thus designed can carry the three floors – terraced walkways (receding upwards by more than half of the floor plan surface) with a view of the entire height of exhibition space toward the roof daylight from the north. White artificial lighting using halogen bulbs is built into the ceiling of each walkway/terrace. Artworks can be installed flexibly in the open three-level longitudinal, thanks to a system of partitions tracked on the ceiling and floor of all three levels. Movable partitions are stackable by the bridging’s western side wall. The space, tall and rising, white and cascading, is 54.5 m long, with diffuse top daylight as supplemented with artificial halogen lighting. It was designed mainly for installation and viewing of modern art works. An unrealized gallery of temporary exhibitions, over the main entry by Hotel Devín, was intended to serve contemporary art. In the variable space of the segmentable “white cascading prism”, modern pieces can be installed without frames and pedestals, in cycles or other accumulations, such that the space becomes their continuation. It does not create unchangeable spatial fields, whether hierarchized or not. (Presently in renovation). In addition to the exhibition spaces in the bridging, and the small depositories in the historical building’s garret, the main depository spaces were situated underground for space management – there are two storeys of depositories under the administrative wing, and one under the bridging; diaphragm walls protect against ground water leakage (anchored by steel cables in the ground along the external perimeter), using sealed internal surfaces. 26 26 Waterproof expanding mortar Waterplug with cement-based Thoroseal. 35
Page 1 and 2: CARE (SORGE ) FOR ARCHITECTURE mari
Page 3: 15. Mostra Internazionale di Archit
Page 7 and 8: 01. Statement p. 6 marián zervan 0
Page 9 and 10: Architecture must never lose its pr
Page 11 and 12: The SNG building/area has long been
Page 14 and 15: 02. ON THE SLOVAK NATIONAL GALLERY
Page 16 and 17: investor : Povereníctvo pre škols
Page 18 and 19: Building(s) and spatial relationshi
Page 20 and 21: the arcaded palace with a “cour d
Page 22 and 23: give the quarter a new scale and ex
Page 24 and 25: founded earlier. Therefore construc
Page 26 and 27: in 1968) in 1966-1967 with the gall
Page 28 and 29: with its central square, to a field
Page 30 and 31: thing that had been outlived in the
Page 32 and 33: The commission discussed these expe
Page 34 and 35: In late 1969, i.e. after Czechoslov
Page 38 and 39: The architect’s second alternativ
Page 40 and 41: unbuilt stages III and IV. The (fut
Page 42 and 43: “Doch gerade durch diese brachial
Page 44 and 45: associated project of reconstructio
Page 46 and 47: [1] [2]
Page 48 and 49: [4] [5] [4-5] Vladimír Dedeček, S
Page 50 and 51: [9] [10] [9-16] Vladimír Dedeček,
Page 52 and 53: [18] [19] [18-23] Vladimír Dedeče
Page 54 and 55: [26] [27] [26-29] Built edifices of
Page 56 and 57: 03a. TEXTUAL INTERPRETATION OF COMP
Page 58 and 59: The Slovak National Gallery area si
Page 60 and 61: was that either to allow for or to
Page 62 and 63: The administrative building’s ter
Page 64 and 65: Indeed the amphitheatre clusters ev
Page 66 and 67: locked it in places (the Water Barr
Page 68 and 69: 03b. ARCHITECTURAL INTERPRETATION O
Page 70 and 71: [d—02] Built SNG edifices {red} i
Page 72 and 73: [d—04] Paths of movement {red lin
Page 74 and 75: [d—06] Clusters of SNG “agoras
Page 76 and 77: [d—08] SNG interior “amphitheat
Page 78 and 79: C A B [d—10] Two introductory pro
Page 80 and 81: [d—12] Superimposition of 1 st an
Page 82 and 83: [d—14] Relationships of module fi
Page 84 and 85: [d—16] 1 st subterranean level wi
Page 86 and 87:
[d—18] 2 nd level of administrati
Page 88 and 89:
[d—20] 4 th level with paths of m
Page 90 and 91:
[d—22] 6 th level with paths of m
Page 92 and 93:
[d—24] Facade rasters {according
Page 94 and 95:
[d—26] Built edifices of SNG area
Page 96 and 97:
04. CHRONOLOGY monika mitášová,
Page 98 and 99:
1961 the director of the SNG Dr. Ka
Page 100 and 101:
1969 a new initial project for the
Page 102 and 103:
pressing. The architectural works t
Page 104 and 105:
for Cultural and Educational Buildi
Page 106 and 107:
1987 journal Výtvarný život publ
Page 108 and 109:
south Danube wing (closed due to it
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and demolished this square. (...) I
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not as an MP but as “the former d
Page 114 and 115:
[is] a need to build any more so ca
Page 116 and 117:
in Bratislava was announced. The ju
Page 118 and 119:
down and changed the character of c
Page 120 and 121:
totalitarian style haunting Europea
Page 122 and 123:
Illah van Oijen prepared the first
Page 124 and 125:
Arts Council to appreciate the valu
Page 126 and 127:
Selected works of Vladimír Dedeče
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on 14 th March, the Týždeň magaz
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05. PROJECT DESCRIPTION marián zer
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This project The Care for Architect
Page 134 and 135:
The entrance wall in-between contai
Page 137 and 138:
Metal exhibition model variants in
Page 139:
Metal exhibition model (1:17,78) of
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140 | 141
Page 146:
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