Author | Lukáš Ehl, Tomáš Koumar, Ladislav Dvořák, Ladislav Šašek |
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Studio | EHL & KOUMAR ARCHITEKTI s.r.o. |
Location | lávka přes silnici I/35 Litomyšl |
Investor | Město Litomyšl Bří Šťastných 1000 570 20 Litomyšl Ing. Antonín Dokoupil – vedoucí oddělení rozvoje města |
Supplier | Chládek a Tintěra, Pardubice a.s. divize mostních staveb K Vápence 2677 530 02 Pardubice www.ct-pce.cz Ing. Jan Hanzlík – stavitel |
Date of completion / approval of the project | December 2022 |
Fotograf | Tomáš Souček |
Footbridge in Litomysl
The new footbridge with an elevator, which replaces the original overpass from 1981, provides barrier-free pedestrian access from the Municipal Office to the city center and enhances the route across the busy I/35 highway.
The subtle steel structure is supported by massive pillars made of exposed concrete. The elevator tower is located in the axis of the original staircase towards the historic center and supports the structure of the bridge. Tower creates a new landmark visible through Ropkova street from the square.
The central pillar continues into a new concrete staircase oriented to the path to Smetanův dům. On the western approach, the bridge is supported on an abutment in the existing retaining wall.
Thanks to the chosen structure, the footbridge provides protection against bad weather and offers an attractive view between the treetops over the Loučná river.
The footbridge has railing of stainless-steel mesh and round handle. The lighting enhances the contrast between the lightweight steel structure and the exposed concrete.
The simple character of the structure is enlivened by the graphics of Ivana Šrámková at the elevator entrances and the rear wall of the elevator tower.
The structural system of the welded steel bridge structure is a continuous beam with two spans and cantilevered ends. The bridge's superstructure consists of two main Vierendeel girders connected by transverse beams.
By repeating of cross-section in the longitudinal direction a spatial 3D Vierendeel girder is formed with an orthotropic deck plate and the roof. The spatial module of 3.07 x 3.07 x 3.07 m is repeated in the reinforced concrete structures.
The precision of the girder edges and the overall geometry was achieved by the use of HEB beams and welded plates in cross-section 220 x 220 mm.
Type and level of certificate | - |
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Is rainwater used for irrigation? | |
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Is rainwater used for other purposes, e.g. toilet flushing ? | |
Does the building have a green roof / facade ? | |
Is reclaimed waste water used, e.g. from showers and sinks ? |
Is clean air supply automated ? | |
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Is comfortable temperature during summer and winter automated? | |
Is natural lighting guaranteed in all living areas? | |
Is artificial lighting automated? | |
Is acoustic comfort, specifically reverberation time, guaranteed? | |
Does the layout solution include zoning and ergonomics elements? |
Does the project use recycled materials? | |
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Does the project use recyclable materials? | |
Are materials with a documented Environmental Product Declaration (EPD) promoted in the project? | |
Are other sustainability certifications used for materials and elements? |
Energy performance class of the building according to the Energy Performance Certificate of the building | |
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Is efficient energy management (measurement and regular analysis of consumption data) considered? | |
Are renewable sources of energy used, e.g. solar system, photovoltaics? |
Does the project enable the easy use of public transport? | |
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Does the project support the use of alternative modes of transport, e.g cycling, walking etc. ? | |
Is there access to recreational natural areas, e.g. parks, in the immediate vicinity of the building? |