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Intensity Calculation Using Input-Output Table and Case Study Regarding Embodied Energy/CO2 in Japan
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作者 Makoto Yamamoto Keizo Yokoyama +2 位作者 Noriyoshi Yokoo Tatsuo Oka Takao Sawachi 《Journal of Civil Engineering and Architecture》 2015年第3期321-330,共10页
The objective of this research is to quantify the EEC (embodied energy/CO2) of a building. The EEC represents the energy consumption and CO2 emissions at individual phases of a building's life-cycle, such as constr... The objective of this research is to quantify the EEC (embodied energy/CO2) of a building. The EEC represents the energy consumption and CO2 emissions at individual phases of a building's life-cycle, such as construction (including manufacture of materials and equipment), renewal (including repair work) and demolition. Energy and CO2 emission intensities in terms of 401 sectors were calculated, using the 2005 I-O (input-output) table in Japan. According to our case study conducted from the construction phase to demolition, the EC (embodied CO2) of an office building used for 60 years is 12,044 t-CO2 and 1,093 kg-CO2/m^2 in total. CO2 equivalent emissions (CO2e) by Freon gases, contained in building materials, equipment and devices, were also calculated. As the results, CO2e by insulators was 2% of the building's EC and CO2e by refrigerants was 9%-12% of the building's EC. It is important to keep reducing emissions of Freon gases contained in refrigerators. 展开更多
关键词 i-o table intensity of energy and CO2 embodied energy/CO〉
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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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