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Design of timber footbridge across river Sava Bohinjka near Bohinjska Bistrica

机译:Bohinjska Bistrica附近的萨瓦河Bohinjka河木人行天桥设计

摘要

In this thesis the design of timber footbridge across river Sava Bohinjka near Bohinjska Bistrica is presented. In the introduction the historical description of the development of the timber bridges is done, followed by description of the footbridge and its location. Afterwards, materials used on the construction and their material properties are presented. Action on footbridge and their combinations are written in accordance with Eurocod standards. An optimization of the ratio of spans is made to unify bending moments across main beams. Statical and modal analysis is made with computer program Tower 6 to get internal forces of construction, which are used to design sections of main constructional elements and joints between them.udThe construction contains of two parallel glued laminated timber beams which are straight at endings and curved with radius 180 m in the middle. Glued laminated timber beams are made from timber GL28h and are connected with cross-beams made from D60 quality timber. On the top of crossbeams, secondary longitudinal beams made from glued laminated Gl28h timber are laid. Secondary crossbeams made from D60 quality timber are laid on secondary longitudinal beams. Horizontal stiffness is provided with steel truss located between the crossbeams. All constructional elements are connected with steel plates and different fasteners.
机译:本文提出了在Bohinjska Bistrica附近穿越Sava Bohinjka河的木材人行天桥的设计。在引言中,对木桥的发展进行了历史描述,然后对人行桥及其位置进行了描述。然后,介绍了用于建筑的材料及其材料特性。人行桥及其组合的动作均按照Eurocod标准编写。优化了跨距比,以统一跨主梁的弯矩。用计算机程序塔6进行静力和模态分析,以获取建筑的内力,该力用于设计主要建筑元件的截面以及它们之间的接缝。 ud建筑包含两个平行的层压木材横梁,两端成直角。中间弯曲半径为180 m。胶合层压木梁由GL28h木材制成,并与D60优质木材制成的横梁相连。在横梁的顶部,铺设了由胶合层压Gl28h木材制成的次级纵梁。由D60优质木材制成的次生横梁放在次要纵梁上。横梁之间的钢桁架提供了水平刚度。所有结构元件都通过钢板和不同的紧固件连接。

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    Suzić Luka;

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  • 年度 2015
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