Pavillion with a load-bearing timber-glass composite facade

被引:0
|
作者
Nicklisch, Felix [1 ]
Hernandez, Sebastian [2 ]
Schlehlein, Maximilian [2 ]
Weller, Bernhard [1 ]
机构
[1] Tech Univ Dresden, Inst Baukonstrukt, George Bahr Str 1, D-01069 Dresden, Germany
[2] Gumpp & Maier GmbH, Hauptstr 65, D-86637 Binswangen, Germany
关键词
structural glass; adhesive bonding; timber-glass composite; prefabrication;
D O I
10.1002/stab.201690179
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Load-bearing timber-glass composite elements belong to novel developments in the field of structural glass. Composite action is achieved by adhesively bonding the glass pane onto a timber substructure. Recent research works focus on shear walls in the building envelope. Glazing in facades and outer walls could contribute to the bracing of the structure or the stabilization of the facade itself. The paper presents a feasibility study of such timber-glass composite elements with a size of approximately 2.40 x 2.40 m. Their full potential arises from the use of an adhesive of medium stiffness which exhibits rather small deformations compared to e.g. structural silicones. The performance of the components was assessed in several experiments. This work also aims at solving the main construction details of the application of such elements as a facade. Special attention has been taken into solving water and air tightness, and to reduce thermal bridges.
引用
收藏
页码:47 / 61
页数:15
相关论文
共 50 条
  • [1] Adhesive timber-glass composite assumes load-bearing role in building
    Schober, Klaus Peter
    Leitl, Daniel
    Adhaesion Kleben und Dichten, 2006, (12): : 39 - 42
  • [2] Experimental testing of load-bearing timber-glass composite shear walls and beams
    Kozlowski, Marcin
    Dorn, Michael
    Serrano, Erik
    WOOD MATERIAL SCIENCE & ENGINEERING, 2015, 10 (03) : 276 - 286
  • [3] Experimental investigations of load-bearing capacity of composite timber-glass I-beams
    Furtak, Kazimierz
    Rodacki, Konrad
    ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2018, 18 (03) : 956 - 964
  • [4] Influence of the Bonding Boundary Conditions of Timber-Glass I-Beams on Load-Bearing Capacity and Stiffness
    Drzecnik, Mateja
    Strukelj, Andrej
    Premrov, Miroslav
    APPLIED SCIENCES-BASEL, 2022, 12 (04):
  • [5] Load Bearing Timber-Glass Composites: New Opportunities for Turkey
    Buyuktaskin, Halet Almila Arda
    Aslankaya, Guzide
    Dilmaghani, Morvarid
    BALTIC FORESTRY, 2017, 23 (03) : 698 - 705
  • [6] Load-bearing behaviour of timber composite beams
    Schmidt, Jörg
    Schneider, Werner
    Thiele, Rolf
    Bautechnik, 2002, 79 (11) : 727 - 736
  • [7] Composite timber-glass construction
    Natterer, J
    Hamm, J
    5TH WORLD CONFERENCE ON TIMBER ENGINEERING, VOL 1, PROCEEDINGS, 1998, : 802 - 802
  • [8] Developement of load bearing timber-glass composites. Design and application
    Hochhauser, Werner
    Winter, Wolfgang
    Fadai, Alireza
    STAHLBAU, 2013, 82 : 185 - 200
  • [9] Experimental research of load bearing timber-glass composite beams under short-term stress
    Fadai, Alireza
    Rinnhofer, Matthias
    Winter, Wolfgang
    STAHLBAU, 2016, 85 : 307 - 319
  • [10] Testing of timber-glass composite walls
    Ber, Bostjan
    Sustersic, Iztok
    Premrov, Miroslav
    Strukelj, Andrej
    Dujic, Bruno
    PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-STRUCTURES AND BUILDINGS, 2015, 168 (07) : 500 - 513