RESEARCH ON THE ENERGY-SAVING DESIGN SCHEMES OF LIGHT GAUGE STEEL-FRAMED COMPOSITE WALLS OF RESIDENTIAL CONSTRUCTION

Wu Sheng; Zhang Sumei; Yang Hua; Wang Fujiang

doi:10.13204/j.gyjz201006015

Volume 40 Issue 6

Dec. 2014

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(6): 60-67,73

ZHAO Bida, GONG Dacheng, LI Ruifeng, YU Chenda, ZHANG Xuefeng, ZHOU Haijing. Experimental Research on Hysteretic Properties of Partially Encased Steel- Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 144-150,8. doi: 10.13204/j.gyjzG22051025

Citation:

Wu Sheng, Zhang Sumei, Yang Hua, Wang Fujiang. RESEARCH ON THE ENERGY-SAVING DESIGN SCHEMES OF LIGHT GAUGE STEEL-FRAMED COMPOSITE WALLS OF RESIDENTIAL CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 60-67,73. doi: 10.13204/j.gyjz201006015

Citation:

PDF( 0 KB)

RESEARCH ON THE ENERGY-SAVING DESIGN SCHEMES OF LIGHT GAUGE STEEL-FRAMED COMPOSITE WALLS OF RESIDENTIAL CONSTRUCTION

doi: 10.13204/j.gyjz201006015

1.
1. College of Civil Engineering,Northeast Forestry University,Harbin 150040,China;
2.
2. School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China;
3.
3. China National Gold Group Corporation,Beijing 100011,China

Received Date: 2010-02-20
Publish Date: 2010-06-20

Abstract

Abstract

Two thermal behavior experiments of light gauge steel-framed composite walls with slotted studs and withexternal thermal insulation layers were carried in the lab of combined energy consumption test board for components of building envelope in school of municipal and environmental engineering at HIT. The method of thermocouple temperature measurement was used. The heat transfer coefficients and temperature of the measure points of composite wall were deeply investigated. Two conclusions were drawn from the test. According the test，the web slotted studs can reduce heat loss of the light gauge steel-framed composite walls，thus weakening the thermal bridge effect of the location in stud part，then significantly improve the thermal insulation properties of the composite walls; the composite wall heat transfer coefficients of the two test schemes are 0.315 W/ (m2K) and 0.250 W/ (m2K)，which can meet the residential building envelope heat transfer coefficient limit value of cold areas well. Using the standard studs which recommended by Light Gauge Steel Framing Assembly Housing Specification(JG /T 1822005)，standard steel-framed walls were made up and selected as the research object. ANSYS finite element model is used to analyse the wall heat transfer properties. To obtain the goal as the light gauge steel-framed composite wall to meet the Harbin area construction outer wall energy conservation standard，the comprehensive inspection and contrast were analyzed of mean heat conductivity of four kinds of walls，the walls economic comparison was carried on，too. The design scheme of the light gauge steel-framed composite walls was proposed to meet the construction energy conservation standard in cold areas in China.

FullText(HTML)

References(16)

References

[2] 殷大伟. 轻钢龙骨墙体传热与受弯性能分析[D]. 哈尔滨:哈尔滨工业大学，2006.

JGJ 2695 民用建筑节能设计标准(采暖居住建筑部分)[S].

[3] Kosny J， Christian J E. Thermal Evaluation of Several Configurations of Insulation and Structural Materials for Some Metal Stud Walls [J]. Energy and Buildings，1995，22:157-163.

[4] Kosny J，Christian J E. Reducing the Uncertainties Associated with Using the ASHRAE Zone Method for R-Value Calculations of Metal Frame Walls [R]. ASHRAE Transactions，1995: 779-788.

[5] Barbour C E，Goodrow J. The Thermal Performance of Steel-Framed Walls [R]. ASHRAE Transactions，1995:766-778.

[6] Salonvaara M，Nieminen J. Hygrothermal Performance of a New Light Gauge Steel-Framed Envelope System [R]. ASHRAE Transactions，1998:1256-1262.

[7] 崔加全. 腹板开孔C 形截面构件传热与力学性能的研究[D].哈尔滨:哈尔滨工业大学，2003.

[8] 贝晗. 轻钢龙骨墙体传热与轴压性能分析[D]. 哈尔滨:哈尔滨工业大学，2006.

[9] 武胜. 新型冷弯构件力学性能及轻钢龙骨复合墙体传热性能研究[D]. 哈尔滨:哈尔滨工业大学，2008.

[10] JG/T 1822005 低层轻型钢结构装配式住宅技术要求[S].

[11] GB 500182002 冷弯薄壁型钢结构技术规范[S].

[12] GB 5017693 民用建筑热工设计规范[S].

[13] 章熙民，任泽霈，梅飞鸣. 传热学[M]. 4 版. 北京: 中国建筑工业出版社，2003.

[14] 黑龙江省室内装饰行业管理中心. 黑龙江省室内装饰工程预算定额[M]:上册. 哈尔滨: 黑龙江科学技术出版社，2003.

[15] 黑龙江省建设委员会. 黑龙江省建设工程预算定额(土建)[M]. 哈尔滨: 黑龙江科学技术出版社，2000.

[16] 武胜，张素梅，杨华. 轻钢龙骨墙体经济性研究[J]. 钢结构，2009，24(4) :49-53.

Relative Articles

[1]	LYU Zhilin, JIANG Xu, QIANG Xuhong, SUN Kai, DONG Hao. Feasibility Research on Strengthening Damaged Steel Structure with Self-Stress SMA[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 174-182. doi: 10.13204/j.gyjzG20100301
[2]	YU Haiyang, HU Ju, ZHANG Guiyan, HUANG Yujun, ZHU Guofei, CUI Hongzhi, BAO Xiaohua. Research on Seismic Responses of Underground Structures Considering Influence of Contact Surfaces[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(12): 156-165. doi: 10.13204/j.gyjzG21090402
[3]	ZHOU Zhiguang, CHEN Hao, ZHAO Jinyi. Study on Shaking Table Test of Nuclear Structure Considering SSI Effect and Isolation[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 87-92. doi: 10.13204/j.gyjzG19100102
[4]	YAN Xiaoyu, ZHAO Zhuo, WANG Jin. Research on Near-Fault Seismic Response of Rigid Frame Bridge Based on Shaking Table Test Considering SSI Effect[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 140-146. doi: 10.13204/j.gyjzG21102801
[5]	MENG, Shaoping, CAI, Xiaoning. RESEARCH PROGRESS ON PRESTRESSED SELF-RESETTING CONCRETE FRAME STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(1): 1-6. doi: 10.13204/j.gyjz202001001
[6]	SHU Xingping, HUANG Muxing, XIANG Mengjie. EXPERIMENTAL RESEARCH ON LATERAL COMPRESSIVE PROPERTIES FOR THE STRUCTURE OF STAINLESS STEEL SANDWICH PANEL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(2): 17-23. doi: 10.13204/j.gyjz202002003
[7]	Chen Anying, Guo Zhengxing, Wu Lei. EXPERIMENTAL RESEARCH ON STRUCTURAL MECHANICAL PERFORMANCE OF PIN-DISK TYPE STEEL TUBE SUPPORTING FRAME[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 140-145. doi: 10.13204/j.gyjz201410028
[8]	Li Furong, Zhou Qian, Wu Fahong. EXPERIMENTAL STUDY ON PRECAST SELF-DRAINING PILE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 96-100. doi: 10.13204/j.gyjz201309018
[9]	Wang Bin, Zheng Shansuo, Zhou Xuefeng. EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF SRHSHPC BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(12): 21-24,40. doi: 10.13204/j.gyjz201212006
[10]	Shi Gang, Ban Huiyong, Shi Yongjiu, Wang Yuanqing. ENGINEERING APPLICATION AND RECENT RESEARCH PROGRESS ON HIGH STRENGTH STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 1-7,61. doi: 10.13204/j.gyjz201201001
[11]	Qin Peicheng, Zha Xiaoxiong. THEORY AND EXPERIMENT STUDY ON THE FATIGUE BEHAVIOR OF METAL SANDWICH PANEL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 42-45. doi: 10.13204/j.gyjz201103007
[12]	Zhang Xuchen, Zha Xiaoxiong. EXPERIMENTAL RESEARCH ON MECHANICAL BEHAVIOR OF NEW GREEN STRUCTURAL INSULATED PANELS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(3): 1-5,45. doi: 10.13204/j.gyjz201103001
[13]	Zhao Fenghua, Du Jianming. EXPERIMENTAL STUDY ON FLEXURAL BEHAVIOR OF CS SANDWICH PANELS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(9): 120-124. doi: 10.13204/j.gyjz201009030
[14]	Zeng Bin, LüZhitao, Zhu Yifeng. APPLICATION OF THE MAST FULL HINGED SUSPENSION STRUCTURE IN JILIN SPEED SKATING RINK[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 86-89. doi: 10.13204/j.gyjz200911020
[15]	Liu Hang, Zhu Xiaofeng, Li Chenguang, Liu Chongyan, Zuo Yongzhi, Shi Gang. TEST & ANALYSIS OF IN-PLANE FLEXURAL BEHAVIORS OF STRENGTHENED GLASS RIBS FOR ALL-GLASS CURTAIN WALL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 113-117. doi: 10.13204/j.gyjz200911026
[16]	Jiang Lixue. EXPERIMENTAL STUDY ON STRUCTURAL BEHAVIOR OF R/C CONTINUOUS BEAMS WITH CAST-IN-SITU SLABS UNDER VERTICAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 62-67. doi: 10.13204/j.gyjz200911015
[17]	Luo Ting, Li Tingting, Hou Wei, Gao Zhiwei, Wang Qingxiang. TEST VALIDATING OF UH MODEL FOR OVER-CONSOLIDATED CLAYS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 21-24. doi: 10.13204/j.gyjz200808006
[18]	Li Chengyu, Guo Yaojie, Li Meidong. EXPERIMENTAL RESEARCH ON THE JOINT STIFFNESS OF CFT_STEEL BEAM SPACE JOINT WITH OUTER CONCENTRIC ANNULAR_STIFFER[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(9): 81-83,110.
[19]	Bao Hua, Xu Lihua, Xu Shuping, Zhou You. INFLUENCE OF SOIL-STRUCTURE DYNAMIC INTERACTION ON SEISMIC RESPONSES OF BASE-ISOLATION[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 75-81. doi: 10.13204/j.gyjz200508019
[20]	Tang Gan, Ma Jun, Zhao Caiqi, Zhao Huilin. ADVANCED STOCHASTIC IMPERFECTIONS METHOD FOR STABILITY ANALYSIS OF SHEET SPACE STRUCTURE[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(11): 10-13. doi: 10.13204/j.gyjz200411003