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Wyświetlanie 1-3 z 3
Tytuł:
Strukturalne wzmacnianie wapienia pińczowskiego
STRUCTURAL REINFORCEMENT OF PIŃCZÓW LIMESTONE
Autorzy:
Dobrowolski, Wiesław
Sobkowiak, Dorota
Powiązania:
https://bibliotekanauki.pl/articles/539113.pdf
Data publikacji:
1976
Wydawca:
Narodowy Instytut Dziedzictwa
Tematy:
wapień pińczowski
strukturalne wzmacnianie wapienia
metoda S.Z. Lewina
rekrystalizacja węglanu wapnia
Opis:
The aim of the research was to examine the possibilities and ways of application of S. Z. Lewin’s method in limestone reinforcement. The method constists in limestone impregnation with the solution of carbamide and barium hydroxide. As a result of the chemical reaction in limestone pores the insoluble barium carbonate is precipitated; it is to play the function of the reinforcement. ' At the first stage of the research work the experiments, as described by S. Z. Lewin, were carried out. They dealt with the cementation of powdered chalk in reinforcing solution. Results of these experiments, however, proved to be a failure: after the six-month period of impregnation the cementation of limestone powder did not occur. The second stage consisted in extending the scope of the research. It included the influence of temperature and duration upon the processes of barium carbonate precipitation and limestone powder cementation as well as the effects of the duration of impregnating solution action on mechanical and physical properties of limestone. Moreover, derivatographic and X-ray structural analyses of impregnated limestone were made. As a consequence of the above experiments it was stated that the efficiency of the process of barium carbonate precipitation in room temperature was very small ((about 26 per cent after 30 days). It increases proportionally to the growth of temperature, being sufficient at 95°C. The increase of limestone strength was not stated on the grounds of influence of duration of the solution action (up to 3 months) in room temperature. Absorbing and capillary capacities of limestone, however, decreased and this proved the partial seal of limestone pores caused by barium carbonate. The application of barium hydroxide solution (free of carbamide) brought similar results. In the latter case the chemical reaction of barium hydroxide with calcium carbonate took place. The above-mentioned results were confirmed by X-ray structural investigations. It should be stressed that the cementation of limestone powder and chalk did not occur although hardening solutions of raised temperature (up to 95°C) were being used. Because of negative results of the tests carried out we cannot apply S. Z. Lewin’s method in limestone hardening. This method seems to be sufficient only for protecting the stone against the destructive components of atmosphere (chiefly S 0 2). There are two possible explanations of this situation: in his publications S. Z. Lewin did not make the conditions of limestone hardening clear enough or he might have used some additional substances which caused crystalline barium carbonate to emerge. Crystalline barium carbonate is capable of making crystalline concretions with calcite. In this case both the cementation of limestone powder and thereby reinforcing of limestone should occur.
Źródło:
Ochrona Zabytków; 1976, 2; 75-83
0029-8247
Pojawia się w:
Ochrona Zabytków
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Structural design and selected aspects of numerical simulations of a prototype container-platform for intermodal transport
Projekt konstrukcyjny i wybrane aspekty symulacji numerycznych prototypowej platformy-kontenera do transportu intermodalnego
Autorzy:
Krasoń, Wiesław
Dobrowolski, Daniel
Powiązania:
https://bibliotekanauki.pl/articles/2215599.pdf
Data publikacji:
2022
Wydawca:
Uniwersytet Technologiczno-Humanistyczny im. Kazimierza Pułaskiego w Radomiu
Tematy:
metal logs
wood logs
rail transport
road transport
prototype platform-container
FEM numerical test
MBS numerical test
dłużyca metalowa
dłużyca drewniana
transport kolejowy
transport drogowy
prototypowa platforma-kontener
testy numeryczne MES
testy numeryczne MBS
Opis:
The object of the research is a cheap, easy to build basic module with dimensions corresponding to typical railway containers. Such structures can be used to support the intermodal rail-road transport of wooden and metal logs. The basic structure and one assembled from two or more platforms with various longitudinal dimensions ensures high mobility resulting from the modular structure and the possibility of selecting transport configurations as well as the use of various forms of loading - unloading, including: typical crane operations, the use of forklifts or hook winches. The use of a platform-container will eliminate the need to repeat the operation of individual loading or unloading of each unit of the transported load e.g. a single block of wood, a bundle of bars, as a metal log, a single pipe, during each reloading operation - from the place of logging, production, storage, etc. The paper presents selected problems of the preliminary design and numerical strength tests of a single base module of the platform in a prototype version with dimensional equivalent of a 10'-foot railway container.
W pracy przedstawiono wybrane problemy wstępnego projektowania pojedynczego modułu bazowego platformy, odpowiednika wymiarowego 10’ stopowego kontenera kolejowego w wersji prototypowej. Badania wytrzymałościowe innowacyjnej konstrukcji wspomagane są metodami numerycznymi. Omówiono metodykę takich badań z wykorzystaniem MES i metod multibody MBS, zastosowane modele numeryczne oraz wybrane wyniki symulacji komputerowych odpowiadających krytycznym, najbardziej wytężonym wariantom eksploatacyjnym zastosowań platformy np. do załadunków hakowych.
Źródło:
Journal of Civil Engineering and Transport; 2022, 4, 3; 57--66
2658-1698
2658-2120
Pojawia się w:
Journal of Civil Engineering and Transport
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-3 z 3

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