Your browser does not allow JavaScript!
JavaScript is necessary for the proper functioning of this website. Please enable JavaScript or use a modern browser.
|
|
SLO
|
ENG
|
Cookies and privacy
DKUM
EPF - Faculty of Business and Economics
FE - Faculty of Energy Technology
FERI - Faculty of Electrical Engineering and Computer Science
FF - Faculty of Arts
FGPA - Faculty of Civil Engineering, Transportation Engineering and Architecture
FKBV - Faculty of Agriculture and Life Sciences
FKKT - Faculty of Chemistry and Chemical Engineering
FL - Faculty of Logistic
FNM - Faculty of Natural Sciences and Mathematics
FOV - Faculty of Organizational Sciences in Kranj
FS - Faculty of Mechanical Engineering
FT - Faculty of Tourism
FVV - Faculty of Criminal Justice and Security
FZV - Faculty of Health Sciences
MF - Faculty of Medicine
PEF - Faculty of Education
PF - Faculty of Law
UKM - University of Maribor Library
UM - University of Maribor
UZUM - University of Maribor Press
COBISS
Faculty of Business and Economic, Maribor
Faculty of Agriculture and Life Sciences, Maribor
Faculty of Logistics, Celje, Krško
Faculty of Organizational Sciences, Kranj
Faculty of Criminal Justice and Security, Ljubljana
Faculty of Health Sciences
Library of Technical Faculties, Maribor
Faculty of Medicine, Maribor
Miklošič Library FPNM, Maribor
Faculty of Law, Maribor
University of Maribor Library
Bigger font
|
Smaller font
Introduction
Search
Browsing
Upload document
For students
For employees
Statistics
Login
First page
>
Show document
Show document
Title:
Primernost zvarnega in vijačnega spoja za transport LG kopalnic
Authors:
ID
Horvat, Silvo
(Author)
ID
Vuherer, Tomaž
(Mentor)
More about this mentor...
Files:
UN_Horvat_Silvo_2016.pdf
(4,67 MB)
MD5: 6D50D0C90FBB917B9ACE94B9C50C6279
Language:
Slovenian
Work type:
Undergraduate thesis
Typology:
2.11 - Undergraduate Thesis
Organization:
FS - Faculty of Mechanical Engineering
Abstract:
V diplomskem delu smo obravnavali problematiko nosilnosti kotnega zvarnega in vijačnega spoja očesnega vijaka, privijačenega v kvadratni profil na vogalnih mestih kovinskega ogrodja, ki nam omogoča transport lahkih gotovih (LG) kopalnic. Preizkuse smo izvajali pri treh različnih velikostih očesnih vijakov, in sicer za M20, M24 in M27. Najprej smo kontrolirali nosilnost samega zvarnega spoja in šele nato nosilnost posameznega očesnega vijaka. Rezultate smo prikazali in ovrednotili z ustreznimi diagrami. Iz dobljenih rezultatov smo zaključili, da sta kotni zvar in vijačni spoj več kot primerna za nosilnost posameznih LG kopalnic glede na njihovo težo ter ugotovili, da je pri večji matici, torej pri večji dimenziji vijaka, tudi zvarni spoj popustil kasneje, predvsem zaradi večje simetričnosti matice v pravokotnem profilu.
Keywords:
MAG varjenje
,
zvarni spoji
,
kotni zvarni spoj
,
vijačne zveze
,
natezni preizkus
,
očesni vijak
Place of publishing:
Maribor
Publisher:
[S. Horvat]
Year of publishing:
2016
PID:
20.500.12556/DKUM-61648
UDC:
621.791.013(043.2)
COBISS.SI-ID:
20278806
NUK URN:
URN:SI:UM:DK:Q2SJXRW9
Publication date in DKUM:
23.09.2016
Views:
1967
Downloads:
191
Metadata:
Categories:
KTFMB - FS
Cite this work
Plain text
BibTeX
EndNote XML
EndNote/Refer
RIS
ABNT
ACM Ref
AMA
APA
Chicago 17th Author-Date
Harvard
IEEE
ISO 690
MLA
Vancouver
:
HORVAT, Silvo, 2016,
Primernost zvarnega in vijačnega spoja za transport LG kopalnic
[online]. Bachelor’s thesis. Maribor : S. Horvat. [Accessed 1 April 2025]. Retrieved from: https://dk.um.si/IzpisGradiva.php?lang=eng&id=61648
Copy citation
Average score:
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
(0 votes)
Your score:
Voting is allowed only for
logged in
users.
Share:
Similar works from our repository:
Jeklena hala dimenzij 20,0 m X 48,0 m s polnostenskimi nosilci in stebri iz jekla Fe 430 brez žerjava
Jeklena hala 20 X 48 M s polnostenskimi nosilci in stebri iz jekla Fe 510
Jeklena hala 20 m x 48 m s polnostenskimi nosilci in stebri iz jekla Fe 430 in mostnim žerjavom nosilnosti 200 kN
Analiza jeklene hale 30 X 48 m s polnostenskimi stebri in nosilci iz jekla Fe 430
Jeklena hala 30 x 48 m s polnostenskimi nosilci in stebri iz jekla Fe 510 in mostnim žerjavom nosilnosti 200 kN
Similar works from other repositories:
Optimalno dimenzioniranje osno-upogibno obremenjenega armirano betonskega nosilca
Hover the mouse pointer over a document title to show the abstract or click on the title to get all document metadata.
Secondary language
Language:
English
Title:
Appropriate welded and screw threaded connection for transporting LG bathrooms
Abstract:
In the graduation thesis, we addressed an issue of carrying capacity of filled welded and screw threaded joint and eyebolt tightened into a square profile on corner spots of metal framework, which enables a transport of light finished (LG) bathrooms. The tests were carried out for three different sizes of eyebolts, namely for M20, M24, and M27. First, we controlled load carrying capacity of welded joint itself, and only later a carrying capacity of an individual eyebolt. The result were presented and evaluated in appropriate diagrams. Based on the obtained results, we concluded that filled weld and screw threaded joint are more than appropriate for carrying of individual LG bathrooms in regard to their weight. Further, we established that with a bigger nut, therefore also a bigger screw dimension, a welded joint broke later, mainly due to the higher symmetry of the nut in the square profile.
Keywords:
MAG welding
,
welded joints
,
corner welded joint
,
bolting assemblies
,
tensile test
,
eyebolt.
Comments
Leave comment
You must
log in
to leave a comment.
Comments (0)
0 - 0 / 0
There are no comments!
Back