diplomska naloga
Andraž Savarin (Author), Jože Lopatič (Mentor), Tomo Cerovšek (Thesis defence commission member), Matjaž Dolšek (Thesis defence commission member), Jure Snoj (Thesis defence commission member)

Abstract

Projektiranje lesene strehe

Keywords

gradbeništvo;VSŠ-OG;diplomska dela;lesena streha;lameliran lepljen les;ukrivljen nosilec;statična analiza;kontrole napetosti;lesni vijaki;dimenzioniranje spoja;

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [A. Savarin]
UDC: 721:624.011.1(043.2)
COBISS: 5530721 Link will open in a new window
Views: 3657
Downloads: 780
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Other data

Secondary language: English
Secondary title: Design of timber roof
Secondary abstract: This diploma work is concentrated on design of a sports hall's timber roof, at which a glued laminated timber is used. This material is important in the field of wooden constructions because it enables us to build objects with greater expansions and free choice of bearer cross-section. There is a presentation of lamination gluing manners, their mechanical properties, shapes of individual bearers and processes of dimensioning curved bearers with constant height. Following is a description of hall construction that incorporates it's cross-section, ground plan and composition of the roof. All present influences on construction stability are calculated based on standardization. These influences cause internal forces and displacements. Static analysis of main beam and bracing structure is carried out with SAP2000 program. What follows is dimensioning of these elements with individual tension control. At the end dimensioning of roof joints, steel diagonal of bracing structure and primary bearer bound together with steel bindings is carried out.
Secondary keywords: graduation thesis;civil engineering;timber roof;glued laminated timber;bent bearer;static analysis;control of tension;wood screws;design of joints;
File type: application/pdf
Type (COBISS): Bachelor thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: XI, 75 str.
Type (ePrints): thesis
Title (ePrints): Design of timber roof
Keywords (ePrints): lesena streha;lameliran lepljen les;ukrivljen nosilec;statična analiza;kontrole napetosti;lesni vijaki;dimenzioniranje spoja
Keywords (ePrints, secondary language): timber roof;glued laminated timber;bent bearer;static analysis;control of tension;wood screws;desing of joints
Abstract (ePrints): Diplomsko delo je osredotočeno na projektiranje lesene strehe športne dvorane, pri čemer je za glavno nosilno konstrukcijo uporabljen lameliran lepljen les. Ta material je pomemben na področju uporabe lesa v gradbeništvu, saj omogoča izgradnjo objektov z večjimi razponi s poljubno izbiro prečnega prereza nosilca. Predstavljeni so načini lepljenja lamel, mehanske lastnosti, oblike posameznih nosilcev in postopki dimenzioniranja ukrivljenih nosilcev s konstantno višino. Sledi opis konstrukcije dvorane, ki zajema njen prečni prerez, tloris in sestavo strehe. Na podlagi standardov so določeni ter izračunani vsi delujoči vplivi na konstrukcijo, kateri povzročajo notranje sile in pomike. Z uporabo programa SAP2000 je izvedena statična analiza primarnega nosilca in zavarovalne konstrukcije. V nadaljevanju sledi dimenzioniranje teh elementov s kontrolo posameznih napetosti. Na koncu je izvedeno dimenzioniranje spoja strešne lege in jeklene diagonale zavarovalne konstrukcije s primarnim nosilcem s pomočjo jeklenega veznega elementa.
Abstract (ePrints, secondary language): This diploma work is concentrated on design of a sports hall's timber roof, at which a glued laminated timber is used. This material is important in the field of wooden constructions because it enables us to build objects with greater expansions and free choice of bearer cross-section. There is a presentation of lamination gluing manners, their mechanical properties, shapes of individual bearers and processes of dimensioning curved bearers with constant height. Following is a description of hall construction that incorporates it's cross-section, ground plan and composition of the roof. All present influences on construction stability are calculated based on standardization. These influences cause internal forces and displacements. Static analysis of main beam and bracing structure is carried out with SAP2000 program. What follows is dimensioning of these elements with individual tension control. At the end dimensioning of roof joints, steel diagonal of bracing structure and primary bearer bound together with steel bindings is carried out.
Keywords (ePrints, secondary language): timber roof;glued laminated timber;bent bearer;static analysis;control of tension;wood screws;desing of joints
ID: 8312022