EVALUASI PENURUNAN GEDUNG DAN METODE PERBAIKANNYA (STUDI KASUS: KANTOR POS BALIKPAPAN)
DOI:
https://doi.org/10.22441/jtm.v6i2.1188Abstract
Kantor Pos Pusat Balikpapan berlantai 3, dibangun tahun 1994 dan diresmikan penggunaannya tahun 1995. Seiring dengan berjalannya waktu gedung tersebut mengalami penurunan (konsolidasi) sehingga mengalami kerusakan baik struktural maupun arsitektural. Oleh karena itu, diperlukan analisa struktur untuk menentukan metode yang tepat untuk dilakukan perbaikan pada gedung tersebut. Penelitian ini diawali dengan pengumpulan data sekunder, rekapitulasi kondisi gedung, pengujian NDT (Non Destructive Test) dan DT (Destructive Test) serta pengujian laboratorium. Pengujian NDT terdiri dari pengujian hammer test dan rebar detector, sedangkan pengujian DT sondir dan boring. Pengujian di laboratorium sendiri adalah pengujian tanah. Dari hasil pengujian yang dilakukan tersebut kemudian dilakukan analisis untuk menentukan metode perbaikan pada gedung tersebut. Dari hasil analisa dapat disimpulkan bahwa Penyebab utama penurunan gedung disebabkan karena tidak adanya pondasi dalam. Struktur utama gedung tersebut masih mampu menahan beban yang ada. Gedung kantor pos balikpapan harus segera dilakukan perkuatan pada pondasi gedung tersebut, Metode perbaikan dilakukan dengan memasang borepile disekitar gedung tersebut kemudian menyatukan dengan gedung utama.Downloads
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