Retrofitting of Timber Beam Ceilings with the Timber-Concrete Composite Construction

被引:1
|
作者
Holschemacher, Klaus [1 ]
Kieslich, Hubertus [1 ]
机构
[1] Leipzig Univ Appl Sci HTWK Leipzig, Leipzig, Germany
关键词
Timber-concrete composite construction; timber beam ceilings; retrofitting;
D O I
10.4028/www.scientific.net/AMR.133-134.1095
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Regarding the redevelopment of existing residential buildings the timber-concrete-composite (TCC) construction is an innovative possibility to toughen up timber beam ceilings. Thereby a concrete slab is added to the timber beams. Both parts of the construction are connected by using special shear connectors. In this case timber is mainly loaded in tension and concrete is generally loaded in compression. The bearing capacity as well as the serviceability of the ceiling can be improved by this composite construction. The idea of combining the construction materials timber and concrete in the way that they both can take and carry on loads is not new. In Germany it was mentioned in 1939 for the first time. The cityscape of Central European towns is mainly characterized by buildings constructed before the 50(th) of the last century. The protection of the historical main structure of these buildings is getting more important today. Floors built up till that time were primarily made of timber. Research in Germany has been intensified during the last decade. This paper will show the specific properties of timber-concrete composite floors. Several metallic combing agents exist currently. Type and distance of the connection members influence the load bearing behavior of the composite construction. The main types used in Germany will be presented in this paper. The possible ways of calculating timber-concrete composite ceilings will be given and the design basis will be explained.
引用
收藏
页码:1095 / 1100
页数:6
相关论文
共 50 条
  • [1] Recent developments in timber-concrete composite construction
    Holschemacher, K.
    [J]. CURRENT PERSPECTIVES AND NEW DIRECTIONS IN MECHANICS, MODELLING AND DESIGN OF STRUCTURAL SYSTEMS, 2022, : 579 - 580
  • [2] Recent developments in timber-concrete composite construction
    Holschemacher, K.
    [J]. CURRENT PERSPECTIVES AND NEW DIRECTIONS IN MECHANICS, MODELLING AND DESIGN OF STRUCTURAL SYSTEMS, 2022, : 1663 - 1668
  • [3] Behaviour Analysis of Beam-Type Timber and Timber-Concrete Composite Panels
    Briuka, Elza
    Serdjuks, Dmitrijs
    Akishin, Pavel
    Sahmenko, Genadijs
    Podkoritovs, Andrejs
    Ozolins, Raimonds
    [J]. APPLIED SCIENCES-BASEL, 2024, 14 (16):
  • [4] Shear stiffness of inclined screws in timber-concrete composite beam with timber board interlayer
    Du, Hao
    Hu, Xiamin
    Sun, Zhixiang
    Fu, Weijie
    [J]. ADVANCES IN STRUCTURAL ENGINEERING, 2020, 23 (16) : 3555 - 3565
  • [5] Prefabricated timber-concrete composite floors
    T. Sartori
    R. Crocetti
    [J]. European Journal of Wood and Wood Products, 2016, 74 : 483 - 485
  • [6] Analysis of timber-concrete composite girders
    Cizmar, Dean
    Vrancic, Maja
    [J]. GRADEVINAR, 2016, 68 (07): : 559 - 570
  • [7] Systematisation of timber-concrete composite connections
    Gerber, C.
    Crews, K.
    [J]. INCORPORATING SUSTAINABLE PRACTICE IN MECHANICS OF STRUCTURES AND MATERIALS, 2011, : 65 - 70
  • [8] BEHAVIOR OF COMPOSITE TIMBER-CONCRETE FLOORS
    AHMADI, BH
    SAKA, MP
    [J]. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 1993, 119 (11): : 3111 - 3130
  • [9] Behavior of composite timber-concrete beams
    Carrasco, EVM
    Oliveira, SV
    [J]. 1ST INTERNATIONAL RILEM SYMPOSIUM ON TIMBER ENGINEERING, 1999, 8 : 571 - 580
  • [10] Practical use of composite timber-concrete beam connected by nails
    Stevanovic, B
    [J]. 5TH WORLD CONFERENCE ON TIMBER ENGINEERING, VOL 2, PROCEEDINGS, 1998, : 850 - 851