SIGNIFICANCY OF MOVEMENT JOINTS OF MASONRY WALLS FOR BUILDINGS BEING IN OPERATION

被引:0
|
作者
Gusta, Sandra [1 ]
Gruntmanis, Janis [1 ]
Strausa, Silvija [1 ]
Steinerts, Andris [1 ]
机构
[1] Latvia Univ Life Sci & Technol, Jelgava, Latvia
关键词
movement joints; cracks; masonry wall; monitoring;
D O I
10.22616/ERDev2019.18.N215
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
In recent years, the construction industry is experiencing a number of changes in the regulatory enactments to improve the quality and safety of construction work. As Latvia is one of the few countries, where you can experience all four seasons (spring, summer, autumn and winter), you can observe significant temperature fluctuations. This has an effect on both the construction and the various finishing materials. If calculations are made in the first case, taking into account the effect of the weather, then in the second case the weather impact is rarely observed. However, the weather effect on the finishing materials is enormous, so it is necessary to take measurements over longer periods of movement joints in walls and facades to observe and analyse the changes depending on the weather. It can be successfully implemented by installing crack-measuring plates and measuring weekly or more frequently at temperature fluctuations. The aim of the study is to perform deformation monitoring on the walls, to observe the state of the cracks and to make measurements, to determine the causes of the cracks, to make proposals to stabilize the situations. This will give an idea of the processes that are taking place under the influence of the weather and will lead to the assessment of new projects including structural design projects, renovation projects and European funded projects. In many projects this is not properly assessed, but the presence of deformation in the form of cracks can be observed in real life at homes with multiple sections or long wall spans. In time, this can lead to further damage to the facade. In order to save money and make the facades long lasting, these issues should be given more attention, so the authors focus on researching these issues.
引用
收藏
页码:1022 / 1029
页数:8
相关论文
共 50 条
  • [1] Interaction of masonry walls and shear walls in masonry buildings
    Sartaji, Parisa
    Moghadam, Abdoreza S.
    Ashtiany, Mohsen Ghafory
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2018, 171 (03) : 226 - 240
  • [2] Stress in masonry walls due to volume changes and spacing of movement joints
    Liang, Jian-Guo
    Cheng, Shao-Hui
    Liu, Xin
    Gongcheng Lixue/Engineering Mechanics, 2010, 27 (02): : 142 - 148
  • [3] New approach for spacing of movement joints in reinforced and unreinforced masonry veneer walls
    Martens, Dirk R. W.
    MAUERWERK, 2016, 20 (06) : 461 - 469
  • [4] New approach for spacing of movement joints in reinforced and unreinforced masonry veneer walls
    Martens, Dirk R. W.
    MAUERWERK, 2016, 20 (04) : 284 - 294
  • [5] TESTS OF JOINTS IN AAC MASONRY WALLS
    Galman, Iwona
    Jasinski, Radoslaw
    ARCHITECTURE CIVIL ENGINEERING ENVIRONMENT, 2018, 11 (04) : 79 - 92
  • [6] Movement joints in facing masonry
    Klaas, Helmut
    ZI, Ziegelindustrie International/Brick and Tile Industry International, 1993, 46 (02): : 111 - 122
  • [7] DESIGNING TO ACCOMMODATE MOVEMENT IN MASONRY WALLS
    GROVER, R
    RIBA JOURNAL-ROYAL INSTITUTE OF BRITISH ARCHITECTS, 1982, 89 (12): : 72 - 72
  • [8] Moisture induced movement in masonry walls
    Bajaj, D.
    Uher, T.E.
    Lawson, W.R.
    Architectural Science Review, 1994, 37 (01)
  • [9] DESIGNING TO ACCOMMODATE MOVEMENT IN MASONRY WALLS
    GROVER, R
    RIBA JOURNAL-ROYAL INSTITUTE OF BRITISH ARCHITECTS, 1983, 90 (01): : 55 - 55
  • [10] DIFFERENTIAL MOVEMENT IN COMPOSITE MASONRY WALLS
    WOLDETINSAE, AM
    COLVILLE, J
    STARK, C
    BRICK AND BLOCK MASONRY, VOLS 1-3, 1988, : 1089 - 1100