CHEN Tianlei, NIU Mengshi, XIE Sa. “FATTING PILE EFFECT” AND CHANGE LAWS OF COLLAPSIBLE COEFFICIENTS COMPACTED WITH SDS PILES IN SELF-WEIGHT COLLAPSE LOESS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 6-10. doi: 10.13204/j.gyjz202006002
Citation:
Sun Fengming, Huo Yujiao, Zhou Changhao. ENERGY- SAVING ROOF DESIGN OF RURAL NURSERY BUILDINGS IN HANDAN AREA[J]. INDUSTRIAL CONSTRUCTION , 2012, 42(4): 44-47,102. doi: 10.13204/j.gyjz201204009
CHEN Tianlei, NIU Mengshi, XIE Sa. “FATTING PILE EFFECT” AND CHANGE LAWS OF COLLAPSIBLE COEFFICIENTS COMPACTED WITH SDS PILES IN SELF-WEIGHT COLLAPSE LOESS FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(6): 6-10. doi: 10.13204/j.gyjz202006002
Citation:
Sun Fengming, Huo Yujiao, Zhou Changhao. ENERGY- SAVING ROOF DESIGN OF RURAL NURSERY BUILDINGS IN HANDAN AREA[J]. INDUSTRIAL CONSTRUCTION , 2012, 42(4): 44-47,102. doi: 10.13204/j.gyjz201204009
ENERGY- SAVING ROOF DESIGN OF RURAL NURSERY BUILDINGS IN HANDAN AREA
Received Date: 2011-10-15
Publish Date:
2012-04-20
Abstract
Having the specific engineering examples as a background,starting from architectural properties of nursery buildings,through one-dimensional steady heat transfer theory of architectural maintenance structure and other knowledge,combined with architectural structures and construction cost,various forms of energy-saving roofs were calculated. Which were also analyzed and compared. For the finally determined energy-saving roof scheme,it was done the investment recovery analysis. According to the results calculated by dynamic and static methods,it was fully validated the energy-saving superiorities of flat inversion type roof.
References
[2] 李汉章. 建筑节能技术指南[M]. 北京: 中国建筑工业出版社,2009.
贾力,方肇洪,钱兴华. 高等传热学[M]. 北京: 高等教育出版社,2003.
[3] 龙惟定,武涌. 建筑节能技术[M]. 北京: 中国建筑工业出版社,2006.
[4] 崔晨华. 绿色建筑的成本与效益[D]. 西安:西安建筑科技大学. 2010.
[5] 苏墨. 幼儿园建筑的生态设计方法初探[D]. 长沙:中南大学.2006.
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