Staggered Lightweight Timber Frame Alternative to Traditional Bhutanese Ekra Wall Construction Method
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F25%3A00385098" target="_blank" >RIV/68407700:21110/25:00385098 - isvavai.cz</a>
Result on the web
<a href="https://www.researchgate.net/publication/395458078_Report_on_Alternative_Ekra_Wall_Construction_in_Paro_and_Mongar_Bhutan" target="_blank" >https://www.researchgate.net/publication/395458078_Report_on_Alternative_Ekra_Wall_Construction_in_Paro_and_Mongar_Bhutan</a>
DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Staggered Lightweight Timber Frame Alternative to Traditional Bhutanese Ekra Wall Construction Method
Original language description
This method focuses on an alternative construction method for traditional Bhutanese timber frame with infill called ekra. The modification comes in a form of light weight staggered timber frame with diagonally woven bamboo lattice for lateral stability and infill support. During March and April 2025 there were alternative ekra walls with hempcrete infill and diagonal bamboo lattice built on two prototype buildings in Paro, Gomche village and TSHAR Institute in Mongar, Kalapang. These structures are part of fully functional buildings serving as a family house in Paro and staff quarters in TSHAR Institute.
Czech name
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Czech description
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Classification
Type
Z<sub>tech</sub> - Verified technology
CEP classification
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OECD FORD branch
20101 - Civil engineering
Result continuities
Project
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Continuities
V - Vyzkumna aktivita podporovana z jinych verejnych zdroju
Others
Publication year
2025
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Internal product ID
2025_Alternative ekra wall_v1
Numerical identification
D1.1_Paro_Hemp_Prorotype
Technical parameters
Timber used = blue pine Wall test sample size = 5275 x 2440 mm (length x height) Stud size = 50 x 100 x 2340 mm (width x height x length) Stud spacing = 440 mm on axis (average) Top and bottom plate size = 200 x 50 x 5275 (width x height x length) Average volume of installed timber per 1 m length of wall = 0.3719 m3
Economical parameters
Average price of timber per 1 m length of wall = 53.3 USD (25% less than traditional bhutanese timber frame)
Application category by cost
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Owner IČO
68407700
Owner name
České vysoké učení technické v Praze / FSv / katedra konstrukcí pozemních staveb
Owner country
CZ - CZECH REPUBLIC
Usage type
V - Výsledek je využíván vlastníkem
Licence fee requirement
N - Poskytovatel licence na výsledek nepožaduje licenční poplatek
Web page
https://www.researchgate.net/publication/395458078_Report_on_Alternative_Ekra_Wall_Construction_in_Paro_and_Mongar_Bhutan