Improving the thermal resistance of brick masonry systems

被引:0
|
作者
Sanders J.P. [1 ]
Brosnan D.A. [1 ]
机构
[1] National Brick Research Center, Clemson Univ., Anderson, SC 29625
来源
Journal of ASTM International | 2010年 / 7卷 / 04期
关键词
Brick; Masonry; Mortar; R-value; Thermal resistance;
D O I
10.1520/JAI102726
中图分类号
学科分类号
摘要
Finite element modeling was used to relate the coring or cell configuration of brick to the heat flow through brick masonry wall systems. Core or cell configurations that minimize thermal bridging through the brick thickness substantially reduced the heat flow through the masonry. The effect of bed depth on heat flow was also investigated. Larger units with optimized coring designs resulted in substantial reductions in heat flow. Heat flow through the mortar joint was also compared to heat flow through the brick. Wall designs that minimize the mortar joint thickness also reduce the heat flow. From these simulations, it is clear that a masonry system can be optimized to reduce heat flow. The effect of core or cell filling with various materials was also studied. Insulating materials reduce heat flow primarily by displacing mortar in the cores or cells. Copyright © 2010 by ASTM International.
引用
收藏
相关论文
共 50 条
  • [21] Verification of the fire resistance of clay brick -masonry - hints for efficient design
    Graubner, Carl-Alexander
    Purkert, Benjamin
    MAUERWERK, 2019, 23 (05) : 306 - 315
  • [22] Air flows in rectified brick masonry - Measures for improved thermal insulation
    Anton, Herbert
    Alberti, Ralph
    ZI, Ziegelindustrie International/Brick and Tile Industry International, 2002, (07): : 44 - 49
  • [23] Influence of Plaster Coating Thickness on the Thermal Behavior of Brick Masonry Walls
    Batista P.I.B.
    Rocha J.H.A.
    de Franca T.C.M.
    Galarza F.P.
    Póvoas Y.V.
    Defect and Diffusion Forum, 2022, 415 DDF : 73 - 80
  • [24] Improving Resistance of Masonry Structures to Tsunami Loading
    Revanth D.
    Akshay B.
    Nayak S.
    Dutta S.C.
    Journal of The Institution of Engineers (India): Series A, 2016, 97 (2) : 133 - 145
  • [25] Improving the impact resistance of masonry parapet walls
    Hobbs, B.
    Gilbert, M.
    Molyneaux, T.
    Newton, P.
    Beattie, G.
    Burnett, S.
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2009, 162 (01) : 57 - 67
  • [26] PROPER BRICK MASONRY DETAILING
    Hovraluck, Marissa
    ARCHITECT, 2015, 104 (02): : 78 - 81
  • [27] BRICK MASONRY WORKMANSHIP STATISTICS
    GRIMM, CT
    JOURNAL OF CONSTRUCTION ENGINEERING AND MANAGEMENT-ASCE, 1988, 114 (01): : 147 - 149
  • [28] Nonlinear analysis of brick masonry
    Wang, S.
    Wu, J.H.
    Chongqing Jianzhu Daxue Xuebao/Journal of Chongqing Jianzhu University, 2001, 23 (01):
  • [29] BRICK AND BLOCK MASONRY IN ENGINEERING
    SUTHERLAND, RJM
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS PART 1-DESIGN AND CONSTRUCTION, 1981, 70 (FEB): : 31 - 63
  • [30] MOISTURE EXPANSION IN BRICK MASONRY
    GRIMM, CT
    TRANSACTIONS AND JOURNAL OF THE BRITISH CERAMIC SOCIETY, 1983, 82 (01): : 16 - 17