In this study, we examined the construction costs of livestock building in cold snowy regions based on the current “Design Standards for livestock buildings.” When designing a domestic livestock buildings in a cold snowy region, consideration must be given to the external force of snow load on the roof and to the frost depth in the foundation, which are very different to those in other regions. The effects that these differences in snow load on the roof and frost depth have on the construction costs of typical one-story gabled steel structures in Hokkaido were investigated. Simulation was conducted in which the snow load on the roof was increased in increments of 50kgf/m
2 up to a maximum of 400kgf/m
2 and the frost depth was increased from 400 to 1, 200mm in increments of 200mm. The construction costs for these different conditions of snow load on the roof and frost depth were calculated on the basis of the design plants. Construction costs were divided into earth work, reinforcing work, form work, concrete work and steel work.
The following results were obtained.
1. If the frost depth is held constant (600mm), construction costs in a cold snowy region increase by about 8% with an increase in snow load on the roof of 100kgf/m
2.
2. If the snow load on the roof is held constant (200kgf/m
2), construction costs in a cold snowy region increase by about 6% with an increase in frost depth of 200mm.
3. In either case, the costs of earth work, steel work, form work and concrete work involved in the foundation construction account for more than 50% of the total construction costs, and this precentage increases even more the greater the frost depth is.
These results suggest that the current construction standards related to the frost depth and the foundation of livestock buildings must be relaxed in order to reduce construction costs.
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