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新型绿色建筑结构绝缘板力学性能的试验研究

张旭琛,  查晓雄

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文章导航 > 工业建筑  > 2011 >  41(3): 1-5,45
张旭琛, 查晓雄. 新型绿色建筑结构绝缘板力学性能的试验研究[J]. 工业建筑, 2011, 41(3): 1-5,45. doi: 10.13204/j.gyjz201103001
引用本文: 张旭琛, 查晓雄. 新型绿色建筑结构绝缘板力学性能的试验研究[J]. 工业建筑, 2011, 41(3): 1-5,45. doi: 10.13204/j.gyjz201103001
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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
Citation: 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
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新型绿色建筑结构绝缘板力学性能的试验研究

doi: 10.13204/j.gyjz201103001
  • 1.

    哈尔滨工业大学深圳研究生院,广东深圳 518055

基金项目: 

深圳市科技计划项目(深科信(2008)342号、(2009)202号)

详细信息
    作者简介:

    张旭琛，男，1985年出生，硕士。E－mail：zxc1025@163.com

  • 中图分类号: TU551

EXPERIMENTAL RESEARCH ON MECHANICAL BEHAVIOR OF NEW GREEN STRUCTURAL INSULATED PANELS

  • 1.

    Shenzhen Graduate School,Harbin Institute of Technology,Shenzhen 518055,China

    摘要
  • 摘要: 结构绝缘板是采用秸秆板或定向结构板作为结构面板，粘结于绝缘泡沫芯材两侧而形成的夹芯板结构，具有良好的节能环保特性。采用真空槽对不同厚度组合的结构绝缘板进行均布荷载下试验，得到材料特性和其相应的荷载-挠度曲线，为结构绝缘板理论分析和计算公式的获得创造条件。
    Abstract: Structural insulated panels(SIPs) are structural sandwich panels consisting of a foam plastic insulation core securely bonded between two structural facings made of the wheat-rice straw particleboard or oriented strand board other than metal surfaces.They have good characteristics of energy conservation and environmental protection.The paper systematically analyzed the mechanical properties of SIPs by using vacuum equipment and gained their load-deflection curves under uniformly distributed load,which will provide a basis getting future theoretical equations.
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    • 参考文献(16)
  • European Recommendations for Sandwich Panels.Part1:Design.European Convention of Constructional Steelwork[S].2001.
    [2] Michael Morley.Building with Structural Insulated Panels(SIPs)[M].United States of America:Taunton Press,2000:1－35.
    [3] ANSI/APA PRS－610.1,Standard for Performance－RatedStructural Insulated Panels in Wall Applications,Draft4.APA－The Engineered Wood Association[S].2008.
    [4] 王兴业,杨孚标.夹层结构复合材料设计原理及应用[M].北京:化学工业出版社,2007:46－72.
    [5] Davies J M.Lightweight Sandwich Construction[M].UK:WileyBlackwell,2001:193－226.
    [6] Heming Zhang Alwin.Development of Method to AnalyzeStructural Insulated Panels Under Transverse Loading[D].Washington State University,Department of Civil andEnvironmental Engineering,2002:17－37.
    [7] Wasylciw W,Wang S G.Effect of Machining Methods on Straw－Based Panel Properties[C]∥the6th Pacific Rim BiobasedComposites Symposium.Portland:2002:390－398.
    [8] Tamami Kawasaki,Zhang Min,Wang Qian,et al.Elastic Moduleand Stiffness Optimization in Four－Point Bending of Wood－Based Sandwich Panel for Use As Structural Insulated Walls andFloors[J].The Japan Wood Research Society,2006(52):303－309.
    [9] OSB Performance by Design TM.Oriented Strand Board in WoodFrame Construction[M].Canada:Structural Board Association,2005.
    [10] 邓玉和,傅丽娜,梁海琼.新型结构定向刨花板的研究[J].南京林学院学报,1980(1):1－8.
    [11] Design and Fabrication of Plywood Sandwich Panels[S].APA－The Engineered Wood Association.1990:1－10.
    [12] Eric Tompos.Engineered Design of SIP Panels Using NTA ListingReport Data[R].NTA INC,2009.
    [13] GB/T19352009木材顺纹抗压强度试验方法[S].
    [14] 张旭琛.非金属面结构绝缘板SIPs力学性能试验和理论研究[D].深圳:哈尔滨工业大学深圳研究生院,2010.
    [15] 宋瑞强,查晓雄,邹杰.岩棉夹芯板力学性能的有限元分析[J].工业建筑,2008,38(增刊):479－482.
    [16] 秦培成,查晓雄,于航.挤塑材料本构关系及其在夹芯板中的应用[J].建筑材料学报,2008,11(2):167－171.
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出版历程
  • 收稿日期:  2010-10-20
  • 刊出日期:  2011-03-20

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