Projektovanje i izvodjenje glavne konstrukcije krova na objektu Ledena dvorana Maribor /
The ice surface of the Skating Hall in Maribor is covered with the roof structure consisting of two main externally prestressed concrete beams from which a secondary steel structure is suspended, and the perimeter columns supporting the roof structure ; the dimensions of the covered area are 67,60*6...
Shranjeno v:
| Main Authors: | , |
|---|---|
| Format: | Book Chapter |
| Teme: | |
| Sorodne knjige/članki: | Vsebovano v:
Prednaprezanje '87 |
| Oznake: |
Označite
Brez oznak, prvi označite!
|
| LEADER | 02063naa a2200193 ib4500 | ||
|---|---|---|---|
| 001 | 8803094 | ||
| 003 | SI-MaCOB | ||
| 005 | 20101213000000.0 | ||
| 008 | 040614s1987 rb |||||||||||||| ||srp c | ||
| 040 | |a KTFMB |b slv |c SI-MaIIZ |e ppiak | ||
| 080 | |a 624.07 | ||
| 100 | 1 | |a Ačanski, Vukašin. |4 aut | |
| 245 | 0 | 0 | |a Projektovanje i izvodjenje glavne konstrukcije krova na objektu Ledena dvorana Maribor / |c Vukašin Ačanski, Viktor Markelj. |
| 246 | 3 | |a Design and construction of the main roof bearing structure for the object skating hall in Maribor | |
| 300 | |a Str. 79-93. | ||
| 520 | |a The ice surface of the Skating Hall in Maribor is covered with the roof structure consisting of two main externally prestressed concrete beams from which a secondary steel structure is suspended, and the perimeter columns supporting the roof structure ; the dimensions of the covered area are 67,60*67,10 m. The main bearing structure of the roof consists of two externally prestressed beams, axially spaced for 12,20 m. At both ends the beams are supported by a steel cross girder set on the top of the double - sided column. The main beam consists of a concrete box beam (1, 60 m high, the width of the top flange is 2,40 m and of the bottom flange 0,90 m) reinforced concrete spacing elements (at the axial distance od 9,00 m and of different lenght), and of 6 tendons LH 12 Ø 15,2 mm, set in the steel shoes at the bottom side of the spacing elements. The tendons are pulled into galvanized steel ducts Ø 2,5" and they are prestressed according to the system P.H. - Gradis and anchored at the front of the concrete box beam. The anticorrosive protection of tendons has been effected by injecting the lithium grease Lipleks S-2 EP after the second - phase prestressing. | ||
| 653 | 0 | |a gradbeništvo |a gradbene konstrukcije |a betonske konstrukcije |a strešne konstrukcije | |
| 700 | 1 | 2 | |a Markelj, Viktor. |4 aut |
| 773 | 0 | |a Jugoslovensko društvo za prednaprezanje. Savetovanje (4 : 1987 : Beograd) |t Prednaprezanje '87 |d Beograd : Jugoslovensko društvo za prednaprezanje, 1987 |w 2304002 |g Str. 79-93 | |