RELATIONSHIPS BETWEEN SPATIAL PATTERNS OF RESIDENTIAL BUILDINGS AND THE INDOOR THERMAL ENVIRONMENT IN LHASA

CHENG Hui; XIAO Yuchuan; LI Xin; ZHANG Qun; LIU Jiaping

doi:10.13204/j.gyjzG19113028

Volume 50 Issue 7

Oct. 2020

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(7): 113-119

Xue Zhicheng, Wang Zhenqing, Pei Qiang, Wu Shuang. SEISMIC PERFORMANCE ANALYSIS OF WATER INTAKE BUILDING IN A NUCLEAR POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 69-74. doi: 10.13204/j.gyjz201208015

Citation:

CHENG Hui, XIAO Yuchuan, LI Xin, ZHANG Qun, LIU Jiaping. RELATIONSHIPS BETWEEN SPATIAL PATTERNS OF RESIDENTIAL BUILDINGS AND THE INDOOR THERMAL ENVIRONMENT IN LHASA[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(7): 113-119. doi: 10.13204/j.gyjzG19113028

Citation:

PDF( 4308 KB)

RELATIONSHIPS BETWEEN SPATIAL PATTERNS OF RESIDENTIAL BUILDINGS AND THE INDOOR THERMAL ENVIRONMENT IN LHASA

doi: 10.13204/j.gyjzG19113028

1. School of Architecture, Xi'an University of Architecture and Technology, Xi'an 710055, China;
2. Zhongsen Architectural&Engineering Designing Consultants Ltd., Shanghai 200062, China

Received Date: 2020-01-25
Publish Date: 2020-10-17

Abstract

Abstract

In order to solve the problem of energy conservation for an apartment in building design, four dwellings with different space forms and modes were selected, and the actual measurement method was adopted to quantitatively teste and analyze the indoor and outdoor air temperatures and humidity and wall temperatures, combined with DesignBuilder software for simulation verifiction, and the relationship of building space modes and the indoor thermal environment was studied. The analysis showed that: 1) The greater the number of rooms on the south in a building, the lower the temperture of the apartment, and the more rooms on the north, the higher the temperature; 2) The partition between the sun room and the adjacent room was not conducive to the rise of room temperatures during days and was beneficial to maintaining room temperatures at nights. 3) The smaller the depths of directly profitable rooms, the higher the temperatures. This phenomenon was especially obvious when apartments faced southeast.
- spatial pattern,
- indoor thermal environment,
- passive energy saving

FullText(HTML)

References(6)

References

李元哲.拉萨市住宅利用太阳能采暖的可行性[J].太阳能,2004(4):36-38.

李元哲.拉萨市住宅建筑冬季室内热环境测试评价[J].建筑科学,2011(12):20-24.

中华人民共和国建设部.民用建筑节能设计标准(采暖居住建筑部分):JGJ 26-95[S].北京:中国建筑工业出版社,1996.

LI E.Analyses of Influence of Residential Buildings'Space Organization on Heating Energy Consumption in Lhasa[J].Journal of Southeast University,2017,33(4):457-465.

聂倩,张群,桑国臣,等.拉萨乡村碉房民居冬季室内热环境测试研究[J].建筑科学,2017,33(10):21-25

,44.

黄凌江,邓佳力,兰兵.拉萨乡村传统民居与新式民居冬季室内热环境对比分析[J]. 建筑科学,2012,28(12):61-66.

Relative Articles

[1]	WANG Zhile, YUAN Xuefeng, JIANG Rongbin. STUDY ON MECHANICAL PROPERTIES OF BEAM BRIDGE REINFORCED WITH MULTIPLE REINFORCEMENT METHODS UNDER CORROSIVE ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(11): 174-177,183. doi: 10.13204/j.gyjzG20051604
[2]	Jiang Li, Wang Yuanqing, Dai Guoxin, Zhang Tianshen. COMPARATIVE STUDY OF DESIGN METHODS FOR STEEL COLUMNS STRENGTHENED BY WELDING WHILE UNDER AXIAL AND ECCENTRIC LOAD IN DIFFERENT CODES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 159-164. doi: 10.13204/j.gyjz201502032
[3]	Zhang Xingqiang, Yao Jian. RESEARCH PROGRESS IN STRENGTHENING THEORY OF BENDING STEEL MEMBERS STRENGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 121-127. doi: 10.13204/j.gyjz201410025
[4]	Zhang Yanhong, Yang Yongxing, Yao Yong, Li Biao. DURABILITY TEST AND ATTENUATION MODEL OF GFRP PERFORMANCE IN HOT AND HUMID ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 46-50. doi: 10.13204/j.gyjz201410010
[5]	Deng Langni, Zhao Simin, Liao Ling, Yu Zhaohang, Ji Shuai. STUDY OF PRESTRESS LOSS OF STEEL STRUCTURE STRENGHTHENED WITH PRESTRESS CFRP PLATES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(02): 147-150. doi: 10.13204/j.gyjz201402031
[6]	Jia Bin, Zhang Zhiwei, Chen Xiaoqiang. DESIGN AND EXPERIMENTAL STUDY ON METAL PIPELINE STRENGTHENED BY FIBER REINFORCED POLYMERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 57-60,51. doi: 10.13204/j.gyjz201307013
[7]	Zheng Yun, Yue Qingrui, Chen Xuan, Li Zhongyu. FATIGUE TEST RESEARCH ON CFRP STRENGTHENED STEEL BEAM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 148-152. doi: 10.13204/j.gyjz201305031
[8]	Ouyang Yu, Wang Wei, Gong Yong, Liu Neng-ke. THE ULTIMATE LOAD-BEARING CAPACITY OF TIMBER COLUMNS STRENGTHENED WITH CFRP UNDER ECCENTRIC LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 146-149. doi: 10.13204/j.gyjz201210030
[9]	Shao Jinsong, Liu Weiqing, Jiang Tong, Jiang Jianqiang. EXPERIMENTAL STUDY ON FLEXIONAL BEHAVIOR OF TIMBER BEAM STRENGTHENED WITH FRP[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 151-156. doi: 10.13204/j.gyjz2011205029
[10]	Deng Lang-ni, Zhang Peng, Yang Fan, Kang Kan. STUDY ON PRESTRESS LOSS OF CONCRETE STRUCTURE STRENGTHENED WITH PRESTRESSED CFRP PLATES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 71-74. doi: 10.13204/j.gyjz201209016
[11]	Wang Chenxia, Ming Wenhui. SEISMIC BEHAVIOR OF REINFORCED CONCRETE CRACK-SHORT COLUMNS STRENGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 15-19. doi: 10.13204/j.gyjz201110004
[12]	Si Jintao, Zhou Zhiyun. DISCUSSION ON SEISMIC APPRAISAL AND REINFORCING OF A MEDICAL TECHNOLOGY BUILDING WITH ADDING STEEL STRUCTURE EXTRA-FLOORS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 135-138,134. doi: 10.13204/j.gyjz201106029
[13]	Wan Xin, Zhao Gentian, Lei Jun. STRENGTHENING AND REFORMING OF A STEEL MAKING PLANT'S STRUCTURAL SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(8): 13-15. doi: 10.13204/j.gyjz200908004
[14]	Deng Changgen, Zhu Wenmei. SIMPLIFIED BUCKLING ANALYSIS OF STEEL COMPRESSION MEMBERS STRENGTHENED WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(3): 106-108122. doi: 10.13204/j.gyjz200803028
[15]	Zheng Yun, Ye Lie-ping, Yue Qing-rui, Dong Jia-lin. PARAMETER STUDY ON STEEL PLATES REINFORCED BY CFRP PLATES WITH FINITE ELEMENT METHOD[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 99-103. doi: 10.13204/j.gyjz200606027
[16]	Liao Xinjun, Wang Yuanqing, Shi Yongjiu, Chen Hong. STRENGTHENING DESIGN OF LIGHT-WEIGHT STEEL MILL BUILDING WITH PORTAL FRAMES ARISED FROM INCREASED LOADING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(2): 93-95. doi: 10.13204/j.gyjz200502025
[17]	Zheng Yun, Ye Lieping, . PROGRESS IN RESEARCH ON STEEL STRUCTURES STRENGTHENED WITH FRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 20-25,34. doi: 10.13204/j.gyjz200508005
[18]	Zheng Yun, Ye Lieping, Yue Qingrui. FRACTURE MECHANICS ANALYSIS OF STEEL STRUCTURES WITH FATIGUE DAMAGES STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 79-82. doi: 10.13204/j.gyjz200510024
[19]	Yue Qingrui, Li Qingwei, Yang Yongxin. TECHNIQUE OF STRUCTURES STRENGTHENED WITH NEAR SURFACE MOUNTED FRP[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 1-4. doi: 10.13204/j.gyjz200404001
[20]	Li Rong, Teng Jinguang, Yue Qingrui. A NEW TECHNIQUE FOR STRENGTHENING CONCRETE STRUCTURES——NEAR-SURFACE MOUNTED FRP REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 5-10. doi: 10.13204/j.gyjz200404002