Projektiranje objekta polnilnice v Laškem po evropskih standardih Evrokod

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Language:	Slovenian
Year of publishing:	2009
Source:	Ljubljana
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[J. Zdovc]
UDC:	006(4):624.012.45(043.2)
COBISS:	4785249
Views:	1785
Downloads:	508
Average score:	0 (0 votes)
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Secondary language:	English
Secondary title:	Design of bottling plant according to the european standards Eurocode
Secondary abstract:	This dissertation presents designing of the bottling plant in Laško according to current standards for designing of building structures Eurocode. Reinforced-concrete construction is composed of two parts that are each separated by a dilatation. In the dissertation the right part of the construction is analyzed in detail. Ceiling constructions are implemented as monolith plates, walls and columns present vertical carrying elements of construction, which form spatial frames together with beams. Among all the impacts, that affect the construction, we considered within the analysis permanent impacts, impacts of imposed loads, snow and wind loads and also seismic effects. Designing of characteristic ceiling construction in the considered building is also presented. The analysis was completely made by programme TOWER. Because of the pretentiousness of standard’s regulations for objects on the seismic zones we restricted the analysis at the designing of vertical load-bearing elements to a part of reinforced-concrete frame and to one of reinforced-concrete walls. Considered parts of load-bearing constructions were designed by the method of capacity design, while loads of constructions were determined on the spatial computation model, made in the program TOWER. The primary objective of the work is a comparison between the quantity of reinforcement, required by current standards Eurocode, and the actual reinforcement, established in accordance with the requirements of the Yugoslav regulations PBAB. The comparison indicated that the amount of built-in reinforcement in the analysed ceiling construction is too large compared to the requirements of the Eurocode standards. We determined that the existing reinforcement in the columns is not sufficient according to the requirements of current standards Eurocode, while the reinforcement in the beams satisfies demands. Comparison of the wall construction indicated that the existing dimensions of the wall do not suffice the requirements of the very strict standards Eurocode.
Secondary keywords:	design;European standards Eurocode;bottling plant;reinforced concrete;
File type:	application/pdf
Type (COBISS):	Undergraduate thesis
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	XIX f., 149 str., pril.
Type (ePrints):	thesis
Title (ePrints):	Design of bottling plant according to the European standards Eurocode
Keywords (ePrints):	projektiranje;evropski standardi Evrokod;polnilnica;armiran beton
Keywords (ePrints, secondary language):	design;European standards Eurocode;bottling plant;reinforced concrete
Abstract (ePrints):	V diplomski nalogi obravnavamo projektiranje objekta polnilnice v Laškem po trenutno veljavnih standardih za projektiranje gradbenih konstrukcij Evrokod. Armiranobetonska konstrukcija je sestavljena iz dveh delov, ki sta medsebojno ločena z dilatacijo. V diplomski nalogi podrobneje analiziramo desni del konstrukcije. Medetažne stropne konstrukcije so izvedene kot monolitne plošče, navpične nosilne elemente konstrukcije pa predstavljajo stene ter stebri, ki skupaj z gredami tvorijo prostorske okvire. Izmed vplivov, ki delujejo na konstrukcijo, smo v analizi upoštevali stalne vplive, vplive koristne obtežbe, vplive obtežbe snega in vetra ter potresne vplive. V diplomski nalogi smo prikazali projektiranje značilne medetažne stropne konstrukcije obravnavanega objekta. Analizo smo v celoti izdelali s programom TOWER. Pri projektiranju navpičnih nosilnih elementov pa smo zaradi zahtevnosti določb standardov, ki veljajo za objekte, ki se nahajajo na potresnih območjih, analizo omejili le na del armiranobetonskega okvirja ter eno izmed armiranobetonskih sten. Obravnavane dele nosilnih konstrukcij smo projektirali po metodi načrtovanja nosilnosti (capacity design), obremenitve konstrukcije pa smo določili na prostorskem računskem modelu, izdelanem v programu TOWER. Poglavitni cilj diplomske naloge je primerjava med količino armature, ki jo zahtevajo sedanji standardi Evrokod in dejansko armaturo objekta, ki je bila določena še po zahtevah jugoslovanskih predpisov PBAB. Primerjava je pokazala, da je količina vgrajene armature v analizirani medetažni stropni konstukciji v primerjavi z zahtevami standarda Evrokod prevelika. Ugotovili smo, da obstoječa armatura v stebrih ne zadošča zahtevam trenutnih standardov Evrokod, medtem ko armatura v gredah zahtevam zadošča. Primerjava stenaste konstukcije je pokazala, da že obstoječe dimenzije stene ne zadoščajo zelo strogim zahtevam iz standardov Evrokod.
Abstract (ePrints, secondary language):	This dissertation presents designing of the bottling plant in Laško according to current standards for designing of building structures Eurocode. Reinforced-concrete construction is composed of two parts that are each separated by a dilatation. In the dissertation the right part of the construction is analyzed in detail. Ceiling constructions are implemented as monolith plates, walls and columns present vertical carrying elements of construction, which form spatial frames together with beams. Among all the impacts, that affect the construction, we considered within the analysis permanent impacts, impacts of imposed loads, snow and wind loads and also seismic effects. Designing of characteristic ceiling construction in the considered building is also presented. The analysis was completely made by programme TOWER. Because of the pretentiousness of standard’s regulations for objects on the seismic zones we restricted the analysis at the designing of vertical load-bearing elements to a part of reinforced-concrete frame and to one of reinforced-concrete walls. Considered parts of load-bearing constructions were designed by the method of capacity design, while loads of constructions were determined on the spatial computation model, made in the program TOWER. The primary objective of the work is a comparison between the quantity of reinforcement, required by current standards Eurocode, and the actual reinforcement, established in accordance with the requirements of the Yugoslav regulations PBAB. The comparison indicated that the amount of built-in reinforcement in the analysed ceiling construction is too large compared to the requirements of the Eurocode standards. We determined that the existing reinforcement in the columns is not sufficient according to the requirements of current standards Eurocode, while the reinforcement in the beams satisfies demands. Comparison of the wall construction indicated that the existing dimensions of the wall do not suffice the requirements of the very strict standards Eurocode.
Keywords (ePrints, secondary language):	design;European standards Eurocode;bottling plant;reinforced concrete
ID:	8309703