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Study on Impact of Embodied Energy and CO2 Emissions for Prolongation of Building Life Time: Case Study in Japan
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作者 Keizo Yokoyama Makoto Yamamoto +2 位作者 Noriyoshi Yokoo Tatsuo Oka Takao Sawachi 《Journal of Civil Engineering and Architecture》 2015年第3期274-282,共9页
In this study, we looked at a method quantifying EEC (embodied energy and CO2) and the effect when we prolonged the building life time particularly through the durable improvement of the structure. Increasing the co... In this study, we looked at a method quantifying EEC (embodied energy and CO2) and the effect when we prolonged the building life time particularly through the durable improvement of the structure. Increasing the covering thickness of concrete for reinforcing bars and the earthquake-resistant strength are methods to increase the durability of the structure. The calculation method to obtain the quantity of concrete and reinforcing bars is provided. The EEC increase is evaluated from the 2005 input-output table in Japan. These results show that EE (embodied energy) in the construction phase is increased by 11% to 20% and EC (embodied CO2) 17% to 32%. However, annual EE is reduced 66% to 72% and EC 70% to 79%, 展开更多
关键词 covering thickness of concrete earthquake-resistant strength I-O (input-ouput) table embodied energy/CO2
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