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FURNITURE SALON Author of the slides: Andrzej Marynowicz, Opole University of Technology Case study no. 7 Leonardo da Vinci project no. CZ/06/B/F/PP-168007 WP6 – Case Studies PC 3 – A set of case studies

Leonardo da Vinci project no. CZ/06/B/F/PP-168007 WP6 – Case Studies

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FURNITURE SALON Author of the slides: Andrzej Marynowicz , Opole University of Technology Case study no. 7. Leonardo da Vinci project no. CZ/06/B/F/PP-168007 WP6 – Case Studies PC 3 – A set of case studies. Content of slides. 1. General information 2. Investment design - PowerPoint PPT Presentation

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  • FURNITURE SALON

    Author of the slides: Andrzej Marynowicz, Opole University of TechnologyCase study no. 7Leonardo da Vinci project no. CZ/06/B/F/PP-168007 WP6 Case StudiesPC 3 A set of case studies

  • Content of slides1. General information2. Investment design3. Bearing system3.1. Foundation3.2. Carrying elements3.3. Casing elements4. Computational models used5. Actions on structures6. Project documentation, plans, and drawings 7. Erection8. Interesting construction details9. Protection from weather effects

  • General informationdate: 04.04.2007,price: ca. 2000000PLN (ca. 525 000 euro), within ca. 450000PLN (ca.120 000 euro) for timber structure,investor: KOMFORT Sp. z o.o. Szczecin,design studio: PPB Pracownia Projektowania Budowlanego s.c. Opole,construction company: Holzbau Wehmeyer sp. z o.o.,location: Poland, Opole, Horoszkiewicza street,surroundings: general service buildings,materials used: glued timber, multilayered casing, concrete elements, brick-made walls

  • Investment designone of the furniture trading network salonsa large working space

  • Bearing systemfoundation

  • Bearing systemcarrying elements

    _1240345597.dwg

  • Bearing systemcasing elements

  • Computational models usedrigid support frames with free-ends beams

    EMBED Word.Picture.8

    _1240395276.doc

    _1240345597.dwg

  • Actions on structuretypical according to polish standards PNsnowconstant loading of roof (including ventilation devices), floors and walls casing,variable loading of mezzanine: qk=2,5kPa.moreover, the ground-floor was designed for variable operational loading q=15kPa.

  • Project documentation, plans, and drawings

    _1240435310.dwg

  • stairsroof bracing

    _1240415692.dwg

    _1240415667.dwg

  • Erectionearth work foundation diggingspot and continuous footings columns and its supportsframe beamsbrick-made staircase and concrete stairsroof coveringlight-walls casingfinishing work

  • Interesting construction details

  • Interesting construction details

  • Interesting construction details

  • Protection from weather effectsfungicide and insecticide media for timberadditional coatings during erection

  • Thank you for your attention!

    http://fast10.vsb.cz/temtis/en/

    Case study no. XXX