Kinerja Jangka Panjang Kolom Hasil Perbaikan Dengan Bahan Tambah Bonding Adhesive Agent

Cindy Deniswara, Richardo Pelipus Boru Ratomesang, Rr.M.I. Retno Susilorini, Budi Santosa,





Abstract

The research was conducted to investigate the performance of old repaired columns in
Sriwulan Village (Sayung) and Pucang Gading. The performance of 3 columns was
investigated by non destructive test and destructive test at age of repaired columns at 12, 13,
and 14 months. Non destructive test conducted by Hammer Test while destructive test
conducted by Core Drill Test. The results of research has shown that from Hammer Test,
highest compressive strength at age 14 months was 45,65 MPa. For Core Drill Test results,
the highest compressive strength 73,62 MPa found in Pucang Gading at column 1 at zone A by
age 14 months while the lowest at same site and column at zone C 14,22 MPa

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Keywords

destructive test, compressive strength, core drill test, hammer test

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References

ASTM C.42-94.Standard Test Method for Obtaining and Testing Drilled Cores and Sawed Beams of Concrete : Annual Books of ASTM Standards.

ASTM C 494/C 494M-05a. 2006. Standard Specification for Chemical Admixtures for Concrete. USA : Annual Books of ASTM Standards.

ASTM C150-02a. Standar Spesifikasi untuk Semen Portland.Annual Books of ASTM Standards.

Bakti, L. M. 2010. Kajian Sebaran Potensi Rob Kota Semarang dan Usulan Penanggulangannya, Tesis Program Magister Teknik Sipil, Fakultas Teknik, Universitas Diponegoro Semarang.

Hunggurami, Elia., Utomo, Sudiyo., dan Wadu, Amy. 2014. Pengaruh Masa Perawatan (Curing) Menggunakan Air Rob Terhadap Kuat Tekan Dan Absorpsi Beton, Jurusan Teknik Sipil, FST Undana, Kupang.

Lubis, Mawardi. 2003. Pengujian Struktur Beton Dengan Metode Hammer Test dan Metode Uji Pembebanan (Load Test). Jurusan Teknik sipil, Fakultas Teknik, Universitas Sumatera Utara.

Mulyono, Tri 2004.Teknologi Beton, Jakarta. Penerbit Andi.

Neville, AM. (1999). Properties of Concrete Fourth and Final Edition. Person Education Limited, England.

PBI 1971 Peraturan Beton Bertulang Indonesia. Direktorat Penyelidikan Masalah Bangunan, Bandung.

SNI 15-2049-1994. Portland Semen, Jakarta.

Sudarmoko, 1996.Diagram Perancangan Kolom Beton Bertulang, Jurusan Teknik Sipil, Fakultas Teknik, Universitas Gadjah Mada, Yogyakarta.

Susilorini, Rr. M. I. Retno., Hardjasaputra, Harianto., dan Tudjono, Sri. 2014. Inovasi Beton Bajik untuk Beton Berkelanjutan, Laporan Akhir, Hibah Kompetensi Tahun Pertama, Ditlitabmas, Ditjen Dikti.

Susilorini, M. I. Retno, dan Suwarno, Djoko. 2009. Mengenal dan Memahami Beton, Buku Ajar. Penerbit Laboratorium Bahan Bangunan, Jurusan Teknik Sipil, Unika Soegijapranata Semarang.

Susilorini, Rr.M.I. Retno, Suwarno, Djoko, dan Santosa, Budi.2017. Strategi Adaptasi Masyarakat Pesisir Semarang dan Demak untuk Mitigasi Pengurangan Resiko Bencana Banjir dan Rob Akibat Perubahan Iklim. Laporan Akhir INSINAS Riset Pratama Individu Direktorat Penguatan Teknologi Industri, Direktorat Jenderal Riset dan Pengembangan, Kemenristekdikti.

Tjokrodimuljo, K. 1995. Teknologi Beton. Buku Ajar, Jurusan Teknik Sipil, Fakultas Teknik, Universitas Gajah Mada. Yogyakarta.


DOI: https://doi.org/10.24167/gs.v1i2.1266

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