Autor: Tomaszewicz, D. - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: Steel frame as the basis for checking the pull-out capacity of bonded diagonal anchor bolts
Autorzy:: Tomaszewicz, D.
Powiązania:: https://bibliotekanauki.pl/articles/402892.pdf
Data publikacji:: 2018
Wydawca:: Politechnika Białostocka. Oficyna Wydawnicza Politechniki Białostockiej
Tematy:: steel frame
capacity
pull out
diagonal anchor bolt
hydraulic cylinder
bonded anchor
rama stalowa
pojemność
przekątna śruby kotwiącej
cylinder hydrauliczny
przyklejona kotwica
Opis:: The paper concerns a device for testing diagonal anchorages, designed by the author. This device constitutes the basis for the testing equipment used for the performed test. No such research has been conducted so far. The article describes the way the rack was designed and what components it is made of. The possibilities and practical examples of the device are also indicated.
Źródło:: Budownictwo i Inżynieria Środowiska; 2018, 9, 1; 39-44
2081-3279
Pojawia się w:: Budownictwo i Inżynieria Środowiska
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 2.

Tytuł:: Relationship of the interaction load capacity of anchors on their number and anchoring system
Autorzy:: Baryłka, A.
Tomaszewicz, D.
Powiązania:: https://bibliotekanauki.pl/articles/2175740.pdf
Data publikacji:: 2021
Wydawca:: Stowarzyszenie Komputerowej Nauki o Materiałach i Inżynierii Powierzchni w Gliwicach
Tematy:: bonded anchors
epoxy resin
anchoring system
large slab panel buildings
kotwy wklejane
żywica epoksydowa
system kotwienia
budynki z płyt wielkopłytowych
Opis:: Purpose: The article presents the possibilities of using anchoring systems in the walls of three-layer large slab panel buildings. The use of diagonal anchors allows to increase the effective anchorage depth, which significantly increases the durability of the façade textured layer. Design/methodology/approach: Pilot tests have confirmed the necessity to use an anchor system in various configurations. Findings: The documents used included the conclusions of the pilot tests on the real object and the main experimental tests carried out on concrete samples. Research limitations/implications: The design of new anchorage systems and the proposed theoretical models for estimating their theoretical load capacity are based on the Guidelines contained in the European Technical Approvals. Practical implications: Single bonded anchorages used in engineering practice require evaluation in order to increase the durability of larger areas of the façade textured layer. Originality/value: The possibility of differentiating system anchors makes it possible to use them in very thin structural layers (diagonal anchors).
Źródło:: Archives of Materials Science and Engineering; 2021, 112, 2; 55--62
1897-2764
Pojawia się w:: Archives of Materials Science and Engineering
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 3.

Tytuł:: Anchorages bonded system in experimental research and their comparison with FEM models
Autorzy:: Baryłka, A.
Tomaszewicz, D.
Powiązania:: https://bibliotekanauki.pl/articles/1818783.pdf
Data publikacji:: 2021
Wydawca:: Stowarzyszenie Komputerowej Nauki o Materiałach i Inżynierii Powierzchni w Gliwicach
Tematy:: buildings
three-layer walls
thermo-modernization
connecting elements
layer
budynki
ściana trójwarstwowa
termomodernizacja
łącznik
warstwa
Opis:: Purpose: The topic of this article is the use of anchors bonded in the outer walls of threelayer large slab panel buildings in Poland. Design/methodology/approach: Comprehensive laboratory tests of anchoring systems bonded in various configurations were carried out. On this basis, the theoretical load capacity of the new bonded anchorages can be estimated. Findings: These considerations are the aftermath of the current problem of the former large slab panel buildings in Poland, and more specifically the risk of detachment of the external textured layer in the walls of three-layer large slab panel buildings. Research limitations/implications: The presented variants of experimental research and their comparison with the MES analysis indicate the directions of conduct in strengthening three-layer walls. It should be remembered that the use of additional reinforcement anchorages is practically a necessity, as the next stage of renewing large slab panel buildings is their thermo-modernization. Practical implications: This process results in an increase of the load on the external textured layer, and hence also on hangers. Originality/value: Experimental research is aimed at determining the optimal variant of application of bonded anchors.
Źródło:: Journal of Achievements in Materials and Manufacturing Engineering; 2021, 106, 2; 49--55
1734-8412
Pojawia się w:: Journal of Achievements in Materials and Manufacturing Engineering
Dostawca treści:: Biblioteka Nauki

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