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    Wyświetlanie 1-4 z 4
    Tytuł:
    Realizacje konserwatorskie przy ruinach zamków i strażnic w katowickiej części Jury Krakowsko-Częstochowskiej
    WORK ON CONSERVATION OF CASTLES AND WATCH-TOWERS IN KATOWICE DISTRICT OF THE CRACOW—CZĘSTOCHOWA JURA MOUNTAINS
    Autorzy:
    Kudła, Adam
    Powiązania:
    https://bibliotekanauki.pl/articles/536136.pdf
    Data publikacji:
    1977
    Wydawca:
    Narodowy Instytut Dziedzictwa
    Tematy:
    Ogrodzieniec
    typy warowni
    system ścianowy
    system zatokowy
    fortyfikacje jurajskie
    zamek w Ogrodzieńcu
    Opis:
    The historical outline o f Cracow—Częstochowa upland is followed by a description o f the types o f the castles in that region and their history which ended with the Swedish invasion o f Poland in the 17th century. The work on conservation o f the ruins o f the said castles was taken up after the conclusion o f the Second World War in 1945. However, the proceedings involved were not connected then with architectonic research. It was but the comprehensive work on preservation o f the ruins o f Ogrodzieniec Castle that has pointed to the correct direction o f conservation o f the castles in the Cracow—Częstochowa upland. The author deals with the scope o f that work approached from the viewpoint o f organization o f conservation proceedings. The ruins o f Ogrodzieniec Castle were made open to the public in 1973. It was then that the problem arose o f maintaining that historical monument in due condition. Hence, the need for its manager who would ensure to it a systematic and adequate protection.
    Źródło:
    Ochrona Zabytków; 1977, 1-2; 28-30
    0029-8247
    Pojawia się w:
    Ochrona Zabytków
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
    Tytuł:
    Późnogotyckie hełmy wież wrocławskich i problem odbudowy hełmów wież katedry
    THE LATE-GOTIC SPIRES ON THE TOWERS OF WROCŁAW HISTORIC BUILDINGS AND THE PROBLEM OF THEIR REBUILDING IN THE CATHEDRAL
    Autorzy:
    Małachowicz, Edmund
    Powiązania:
    https://bibliotekanauki.pl/articles/536627.pdf
    Data publikacji:
    1974
    Wydawca:
    Narodowy Instytut Dziedzictwa
    Tematy:
    hełmy wież wrocławskich
    rekonstrukcja hełmów wież
    wieża katedry wrocławskiej
    kościół św. Wojciecha we Wrocławiu
    rysunki Schendla
    hełm przy kościele św. Macieja we Wrocławiu
    konstrukcja hełmu gotyckiego
    Opis:
    The skyline of Wroclaw’s historic centre in which the tower spires played a dominating role has su ffe r ed considerable losses as a result of great battle that was fougth here in spring of 1945. From among a total of nineteen spires shooting prior to 1945 only three medieval spires fu lly survived and the two others preserved in parts. After the World War II was preserved only one spire, namely that on the tower of the Holy Cross Collegiate Church. The restoration of the Old Town panorama although running slowly is being carried out very carefully and systematically. As one of its most important steps is to be considered the rebuilding of spires crowning the towers of the Wroclaw Cathedral. Tending to its completion the restoration of façades requires that also this architectural element be solved. The scarcely available illustrative materials did not until now allow to prepare a satisfactory version of design for reconstruction of its Gothic spire, whereas that later, i.e. coming from the Renaissance period, had never been taken into consideration at all. As the unique and at the same time most important illustrative source presenting the spire on the Cathedral’s northern tower can be handled the panoramic v iew of the town of Wroclaw shown in the „Chronicle” by Hartmann Schedel that was printed in 1493. However, the right interpretation of the above illustration made requirable a series of more comprehensive studies with which was covered an entire group of medieval spires of the Wroclaw towers. In the mid-fourteen century the erection of the most representative buildings of that town was nearly completed. During the early years of that century were erected the spired towers of Dominican Church and of City Hall. The erection of the remaining towers lasted throughout the entire fourteenth century and in some instances prolonged up to the eighties of the fifteenth century. In that particular case of Cathedral Church it has finally been completed in the second half of the 16th century and in addition already in Renaissance forms. Within his present study the author, basing on illu strative sources, data coming from written records and from investigations of relics and traces preserved in situ, has reconstructed the silhouettes of the seven late-Gothic spires, namely those on towers of St. Albert’s, St. Magdalene, St. Elizabeth, St. James’s, St. Matthew’s, of City Hall and of St. John’s Cathedral. This allowed to consider the drawing by Schedel more realistically and to utilize it as a fully reliable historic source. The spires crowning the Wroclaw towers represented a few kinds of pyramidal shapes characteristically situated on the tower terrace surrounded by a stone parapet. These structures having enormous heights, in some instances amounting to 25 and even to 60 m e tres, formed the final stage of the late Gothic architectural features clearly pointing to predominance of form over the then available constructional and material possibilities. During their lifetimes, oscillating between this of 47 and 124 years all they, except l'or that in Holy Cross Church, suffered destruction as a consequence of loosening of their joints and deterioration of material. In light of the present study the reconstructed silhouette of the Cathedral spire erected in 1416 had the shape of a square-based pyramid rising above the tower terrace surrounded by a stone parapet. The dimensions of the spire base corresponded to those of the tower’s interior. The heights of spires varied within a range from 26 (Holy Cross Church) to 59 metres (St. Elizabeth) counting from the level of terrace up to the sphere supporting the cross. The sloping angle of the spire sides, amounting to 82—86°, that is usually observed in the other surveyed Gothic spires of the Wroclaw towers in the case under discussion determined the height of 39 to 40 metres. The only doubt may arise as to the height at which was situated the upper floor gallery and thus as to the size of the latter. Of secondary importance seem to be the details of both gallery and crowning as it is well known that the gallery was decorated with eight gilded balls while the top ended with a gilded sphere and a cross. The previously planned restoration of the destructed in 1759 spires of Wroclaw Cathedral had as its sole objective the rebuilding of Gothic shapes and such plans were continued until the end of the nineteenth century. The designs presented by architect J. Ebers, in 1905, and by E. von Rechenberg, in 1907, did not gain an approval and in 1911 that of II. Hartung was adopted for execution. However, already in the course of its realization it has been partly altered. All the above designs were based on illustration in Schedel’s „Chronicle”, but all they interpreted it in different ways and let be said here — in general, quite unsatisfactorily. At present, in addition to reconstruction of historical forms, it is suggested to shape the spires in modern forms or to leave the towers without spires and with their crowning formed of terraces and parapets only. The reconstruction of the medieval architectural forms is suggested by both possibilities to recover them and the changes in architecture of neo-Gothic façades that have been introduced in the nineteenth and early in the twentieth century. However, with a Gothic spire was covered only the northern tower and at present a pair of spires is required. Thus the building of two spires would be something more than a pure reconstruction. It would be some kind of continuation of medieval idea whose realization has been broken by the style changes. It would not be the first undertaking of that kind in Europe and it seems that several views expressed here are speaking in favour of its starting.
    Źródło:
    Ochrona Zabytków; 1974, 4; 268-284
    0029-8247
    Pojawia się w:
    Ochrona Zabytków
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
    Tytuł:
    Badanie wpływu impregnacji Vinoflexem MP-400 na właściwości techniczne drewna wystroju rzeźbiarskiego wież pałacu w Wilanowie
    INVESTIGATIONS OF EFFECTS OF ’ VINOFLEX MP-400” ON TECHNICAL PROPERTIES OF THE IMPREGNATED WOODEN CARVINGS IN TOWERS OF WILANÓW PALACE
    Autorzy:
    Ważny, Jerzy
    Powiązania:
    https://bibliotekanauki.pl/articles/536895.pdf
    Data publikacji:
    1970
    Wydawca:
    Narodowy Instytut Dziedzictwa
    Tematy:
    Pałac w Wilanowie
    konserwacja rzeźb z Wilanowa
    niszczenie drewnianych wież
    Vinoflex MP-400
    daedaleaquercina
    kołatek dębowy
    nasiąkliwość drewna
    Opis:
    Investigations were carried out of technical properties possessed by wood carvings forming the parts of adornments in towers of Royal Palace at Wilanów. The wood material of these carvings has been seriously destroyed as result of weather action (s.c. “w ea th e ring”) and also owing to development of three species of fungi, finally due to damages caused by insects which all the above factors considerably deteriorated their technical properties. Already the saturation of wood from which the carvtings were made with synthetic resin “Vinoflex MP-400” with a simultaneous application of negative pressure apparently improved its technical properties. Highly satisfactory results have been obtained for wood material damaged by weathering in superficial layers as w e ll as for that showing the medium degree of destruction by fungi. However, the carvings showing more serious damages, although a considerable degree of improvement as to their technical properties has been observed, differed substantially as to the lev e l compared with that of values characteristic for unaffected wood. In result of saturation with “Vinoflex MP-400” an essential reduction o f wood permeability and hygroscopicity has been achieved but both the improvement of its hardness and heightening of crushing strength was accompanied by an increase of specific weight. In several samples the above properties were nearing those characteristic for unaffected wood or even better.
    Źródło:
    Ochrona Zabytków; 1970, 2; 83-88
    0029-8247
    Pojawia się w:
    Ochrona Zabytków
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
    Tytuł:
    Dolnośląskie wieże nadszybowe typu malakow – geneza, rozwój architektoniczny, dzieje współczesne
    Malakoff Towers in Lower Silesia – origins, architectural evolution, contemporary history
    Autorzy:
    Wrona-Gaj, Wioletta
    Powiązania:
    https://bibliotekanauki.pl/articles/21151100.pdf
    Data publikacji:
    2022
    Wydawca:
    Narodowy Instytut Dziedzictwa
    Tematy:
    wieża szybowa
    malakow
    wieże małachowskie
    Malakoff Turm
    nadszybie basztowe
    architektura powierzchniowa kopalni
    górnictwo węgla kamiennego
    Dolny Śląsk
    Wałbrzych
    Nowa Ruda
    zabytki techniki górniczej
    shaft tower
    Malakoff
    Malakoff tower
    architecture of mine-shaft superstructures
    mining hard coal
    monuments of mining technology
    Lower Silesia
    Opis:
    Wydaje się, że o wieżach nadszybowych typu malakow napisano już wiele, jednak – jak pokazuje autorka artykułu – wiele kwestii pozostaje nadal niejasnych, z dużą dozą swobody kwalifikuje się też poszczególne obiekty do tej grupy. W artykule autorka z jednej strony analizuje samo pojęcie, jego niejasności i nieścisłości dotyczące typowania samych obiektów górniczych, noszących miano malakowów, z drugiej – przygląda się dolnośląskim przykładom tych wież, analizując ich architekturę, nakreślając rozwój i przemiany oraz najważniejsze elementy składowe. Terminologię osadza przy tym w kontekście historycznym i administracyjnym, podkreślając same przemiany architektury budynków nadszybowych górnictwa kamiennego w 2. połowie XIX wieku, zestawiając ze sobą nadszybia basztowe – typu malakow i w formie budynków mieszkalnych.
    It would appear that much has already been written about Malakoff-type shaft towers, but, as the author of the article shows, there are still many issues that remain unclear, and there is considerable latitude in qualifying individual buildings to this group. In the article, the author, on the one hand, analyses the very concept itself, and the ambiguities and inaccuracies regarding the typification of the mining objects themselves which are called Malakoffs. On the other hand, she examines other examples of these towers in Lower Silesia, analysing their architecture, outlining their development and transformation, as well as the most important components. In doing so, she places the terminology in a historical and administrative context, highlighting the transformations to the architecture of hard coal mine shaft towers in the second half of the nineteenth century, comparing Malakoff-type towers with shaft towers in the shape of residential buildings.
    Źródło:
    Ochrona Zabytków; 2022, 2; 107-124
    0029-8247
    2956-6606
    Pojawia się w:
    Ochrona Zabytków
    Dostawca treści:
    Biblioteka Nauki
    Artykuł
      Wyświetlanie 1-4 z 4

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