{"id":4960,"date":"2025-01-17T13:36:12","date_gmt":"2025-01-17T13:36:12","guid":{"rendered":"https:\/\/fujiengineering.com\/projects\/unilever-corlu-margarine-production-building-seismic-retrofitting-with-viscous-dampers\/"},"modified":"2025-02-28T06:25:20","modified_gmt":"2025-02-28T06:25:20","slug":"unilever-corlu-margarin-uretim-binasinin-viskoz-sonumleyiciler-ile-sismik-yeniden-guclendirilmesi","status":"publish","type":"projects","link":"https:\/\/fujiengineering.com\/tr\/projeler\/unilever-corlu-margarin-uretim-binasinin-viskoz-sonumleyiciler-ile-sismik-yeniden-guclendirilmesi\/","title":{"rendered":"Unilever \u00c7orlu Margarin \u00dcretim Binas\u0131’n\u0131n Viskoz S\u00f6n\u00fcmleyiciler ile Sismik Yeniden G\u00fc\u00e7lendirilmesi"},"content":{"rendered":"\n
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PROJELER<\/p>

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Unilever \u00c7orlu Margarin \u00dcretim Binas\u0131’n\u0131n Viskoz S\u00f6n\u00fcmleyiciler ile Sismik Yeniden G\u00fc\u00e7lendirilmesi<\/h2><\/div>\n\n\n\n

Konum: <\/strong>Tekirda\u011f, \u00c7orlu, T\u00fcrkiye
M\u00fc\u015fteri: <\/strong>Unilever
\u00d6l\u00e7ek:<\/strong> 3.400 m2


Unilever \u00c7orlu Tesisi’ndeki Margarin \u00dcretim Birimi’nin deprem sonras\u0131 s\u00fcrd\u00fcr\u00fclebilirli\u011fi de\u011ferlendirildi. Birim, \u00e7elik kiri\u015flerle birbirine ba\u011flanm\u0131\u015f \u00fc\u00e7 betonarme binadan olu\u015fmaktad\u0131r. Bu binalar\u0131n, T\u00fcrk Deprem Y\u00f6netmeli\u011fi’nde belirtilen sismik performans gereksinimlerini kar\u015f\u0131lamad\u0131\u011f\u0131 tespit edilmi\u015ftir. \u00dcretimdeki kritik rolleri g\u00f6z \u00f6n\u00fcnde bulundurularak, i\u015f operasyonlar\u0131na minimum d\u00fczeyde m\u00fcdahale ile bu eksiklikleri giderecek bir g\u00fc\u00e7lendirme tasar\u0131m\u0131 uygulanm\u0131\u015ft\u0131r.<\/p>\n\n\n\n

G\u00fc\u00e7lendirme tasar\u0131m\u0131nda, binalar\u0131n daha zay\u0131f y\u00f6ndeki performans\u0131n\u0131 art\u0131rmak amac\u0131yla viskoz s\u00f6n\u00fcmleyiciler kullan\u0131lm\u0131\u015ft\u0131r. Kurulan 10 s\u00f6n\u00fcmleyiciden sekizi \u00e7apraz braket konfig\u00fcrasyonunda yerle\u015ftirilirken, kalan iki s\u00f6n\u00fcmleyici, mekanik ekipmanlarla \u00e7ak\u0131\u015fmamak i\u00e7in chevron braket konfig\u00fcrasyonunda yatay olarak yerle\u015ftirilmi\u015ftir. S\u00f6n\u00fcmleyiciler, yatay konfig\u00fcrasyon i\u00e7in 500 kN, \u00e7apraz konfig\u00fcrasyon i\u00e7inse 750 kN s\u00f6n\u00fcmleme kuvveti kapasitesine sahip olacak \u015fekilde tasarlanm\u0131\u015ft\u0131r. Bu \u00e7\u00f6z\u00fcm, sismik kuvvetlerin etkisini azaltmada son derece verimli olmu\u015ftur.<\/p>\n<\/div>\n\n\n\n

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