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Sayı: 36 - Temmuz

Summaries


Çimtaş Management Building

Owner: Çimtaş Çelik İmalat Montaj ve Tesisat A.Ş. Architectural Design: Han TÜMERTEKİN Structural Design: FBM Mühendislik ve Müşavirlik Main Contractor: Çimtaş Çelik İmalat Montaj ve Tesisat A.Ş. Steel Production: Çimtaş Çelik İmalat Montaj ve Tesisat A.Ş. Project Location: Gemlik Bursa

Çimtaş Çelik İmalat Montaj ve Tesisat A.ş., having started manufacturing in Gemlik, Bursa in 1979. Manufactures steel pipes used in heavy industries such  as heavy steel structures, steel bridges and wind towers in their 41.000 m2 closed facilities located on 150.000 m2 open space. Decision was made for renovation of the existing two-strorey management building located south of manufacturing area to meet the current needs. In this regard, management building is demolished un whole and re-constructed as a four-storey steel structure and located adjacent to natural landscape boundary parallel to the road in rectangular from which is different from the former structure. Sturcture having a total area of appoximately 2000 m2 consists of offices and  meeting rooms.
In desing process, it is aimed to reconstruct space connections without altering operation process of the factory. Therefore, desing of not a 2.000 m2  structure but 100.000 m2 of land is considered in desing. Thus, it is considered to render the structure as transparent as possible within natural and artificial landscape to enable passage from one to another and not to discontinue perception. In this regard, north facade of the structure is designed  fully transparent, allowing continuous view of reflecting structural members from every point of the structure with the large water plane right in front  of the building whereas south facade of the structure is designed to from integrity with frames with the surrounding green texture. Therefore, every  office worker is allowed to live through artifical and natural landscape for the whole day.
 
Structural Details of The Project
Building foundation is raft foundation stabilized with jet grout system due to existing soil conditions.
Superstructure bearing system consists of a four-storey structure with 10.80 m clearing with steel pipe columns with reinforced concrete, composite deck beams and horizontal transverse steel shear walls supporting horizontal loads.
A 6 m cantilever structure is constructed on the first flor with continuous mesh system forming two lattice trusses.
Columns are designed as concrete-filled steel pipe sections for visual slenderness and fire safety. Similarly, horizontal tansverse elements are selected  as pipe sections for architectural considerations.
Steel bearing system is preferred for architectural convenience, fast construction and manufacturability by Çimtaş.
Construction period is shortened reduced with the use of holorib deck sheet providing strong connection with concrete decks allowing easy and variable  connections for underfloor installations.
Material characteristics of structural steel having the quantity of appoximately 140 tonnes:
Structural Steel…S275, S235
Bolts. Grade 10.9
Reinforced Concrete. C20, C30
Rebar…S420, S500
Regulations and Loads:
Loads.. TS498
Earthquake Loads and Verification.. Türkiye Earthquake
Regulation DBYBHY 2007
Steel Structure Elements. EC 3, EC 4
Reinforced Concrete Elements.. EC 2, TS 500
 
Manufacturing Details
Column joints and horizontal transverse connections are chosen as welded joints for architectural reasons and beam connections are executed as bolted connections.
Çelik Yapılar - Sayı: 36 - Temmuz

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