| Issue |
MATEC Web Conf.
Volume 117, 2017
RSP 2017 – XXVI R-S-P Seminar 2017 Theoretical Foundation of Civil Engineering
|
|
|---|---|---|
| Article Number | 00092 | |
| Number of page(s) | 6 | |
| DOI | https://doi.org/10.1051/matecconf/201711700092 | |
| Published online | 24 July 2017 | |
Analysis of proportional conception of the historical truss Church of St. Martin in Dolní Újezd
1 University of Žilina, Faculty of Civil Engineering, Žilina, Univerzitna 8215/1, Slovak Republic
2 National heritage institute CR, Pardubice office, Zámek 5, Pardubice, Czech Republic
* Corresponding author: krusop@wp.pl
The late-Romanesque St. Martin’s Church in Dolní Újezd was probably built in the mid-13th century. The nave has a wooden joist ceiling whose beams serve as tie beams too. The Gothic vaults above the presbytery date from ’30s of the 15th century. The truss of the church is dendro-dated to 1420 – 1421. Some members of a truss structure are dendro-dated to 1823 – 1824, when the repair was undertaken. The examined truss is a rafter-collar tie structure with collar beams and pedestal struts. It has a characteristic shape and may be typologically classified as a structure of the earlier period. This type of a truss structure was typically built in this region and represents one of the features occurring in the particular social and culture circles at the time.
© The Authors, published by EDP Sciences, 2017
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