diplomska naloga
Povzetek
Gospodarska kriza je močno prizadela slovensko gospodarstvo, kar je slovenska podjetja
prisililo v iskanje poslov na tuje trge, kjer je konkurenca izredno velika. Tam že večina
investitorjev zahteva uporabo BIM in posledično integriran način izvedbe projektov. Za prikaz
uporabe informacijskega modela sem v diplomski nalogi obravnaval objekt s skupnima
podzemnima garažnima etažama, ki se v pritličju razdeli na tri manjše stolpiče s po štirimi
etažami. Skupna neto tlorisna površina objekta je približno 8500 m2. Obstoječa projektna
dokumentacija je bila izdelana za idejni projekt s skromnim spektrom informacij o
obravnavanem objektu. Z uporabo BIM orodij sem izdelal arhitekturni in gradbeni model ter
model izvedbe projekta. V ArchiCAD-u sem izdelal parametrični 3D informacijski model, v
katerem sem pripravil dokumentacijo za pridobitev gradbenega dovoljenja in vizualizacijo.
ArchiCAD je dodatno omogočil hitro pripravo kvadratur neto površin objekta ter skupno
dolžino uporabljenih Schöck Isokorb elementov, ki so bili modelirani v modelu. Z modelom, ki
sem ga izdelali v ArchiCAD-u, sem si nato pomagal pri izdelavi modela gradbenih konstrukcij
v programu Tekla Structures. Tu sem nato izdelal gantogram, ki sem ga zaradi potreb po
večjem naboru nastavitev in možnosti prenesel v program Microsoft Project. V procesu
gradnje nosilne konstrukcije se bo gradnja izvajala v treh taktih, zato je bilo smotrno
gantogram iz programa Microsoft Project nadgraditi s ciklogramom in mrežnim terminskim
planom v programu Vico Control. Gradnjo nosilnih konstrukcij sem v terminskih planih
razdelil na takte, v sklopu katerih posamezno obravnavam horizontalne in vertikalne
elemente, ti pa so sestavljeni iz procesov opaženja, armiranja in betoniranja. S pomočjo
obeh terminskih planov v Vico Control-u sem hitrost gradnje nosilne konstrukcije z
optimalnim razmikom med procesi optimiziral in izdelal tudi histogram števila delavcev in
mehanizacije. Izdelal sem tudi animacijo ureditve gradbišča tekom gradnje objekta v
programu SketchUp. .
Ključne besede
gradbeništvo;UNI;diplomska dela;BIM;ArchiCAD;parametrični 4D model;Tekla Structures;gantogram;Microsoft Project;ciklogram;Vico Control;
Podatki
Jezik: |
Slovenski jezik |
Leto izida: |
2012 |
Tipologija: |
2.11 - Diplomsko delo |
Organizacija: |
UL FGG - Fakulteta za gradbeništvo in geodezijo |
Založnik: |
[R. Fabijan] |
UDK: |
004.6:624:69(043.2) |
COBISS: |
5837921
|
Št. ogledov: |
2925 |
Št. prenosov: |
599 |
Ocena: |
0 (0 glasov) |
Metapodatki: |
|
Ostali podatki
Sekundarni jezik: |
Angleški jezik |
Sekundarni naslov: |
Design and planning using building information modeling: case studies |
Sekundarni povzetek: |
World crisis has heavily affected slovenian economy. It forced slovenian companies to find
work in foreign markets where the competition is on higher level. On those markets the BIM
has already been demanded by contractors, which leads integrated delivery method. To
demonstrate the use of BIM I used structure with combined underground garages. On the
ground floor the structure is separated into three small towers with four floors. The structure
has approximately 8500 m˛ of net floor area. Existing project documentation was made for
preliminary design with a lack of information about the structural system. With use of BIM
tools I created architectual and structural model and model of the construction phase.
ArchiCAD was used to make parametrical 3D building information model, from which I
prepared project documentation. In addition I was able to extract quadratures of net area and
full lenght of the Schöck Isokorb elements. Model that was created in ArchiCAD helped me to
create a structural model in Tekla Structures. Furthermore I scheduled the project using gantt
chart and imported it into Microsoft Project to make detailed scheduling easier. Due to typical
cyclic operations of construction crews that I used in the graduation thesis MS Project was
further exported into the Vico Control scheduling software, where a detailed flowline chart
was developed along with network schedule. Construction of the load bearing structure was
distributed into cycles and further into horizontal and vertical components that require
location based dependencies of formworks, reinforcements and concrete pouring activities.
On the basis of both charts in Vico Control I speed up the construction with an optimization of
the charts creating optimal intervals between proceses and made resource graph. In the end
I created an animation of organization of constructional site in SketchUp. |
Sekundarne ključne besede: |
graduation thesis;BIM;ArchiCAD;parametrical 4D model;Tekla Structures;gantt chart;Microsoft Project;flowline chart view;Vico Control; |
Vrsta datoteke: |
application/pdf |
Vrsta dela (COBISS): |
Diplomsko delo |
Komentar na gradivo: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Strani: |
XI, 72 str. |
ID: |
8713066 |