KORELASI KUAT TEKAN HAMMER TEST (NON DESTRUCTIVE TEST) DAN CORE DRILL (SEMIDESTRUCTIVE TEST) DI GEDUNG KANWIL BRI TEUKU UMAR PRA REKONSTRUKSI
DOI:
https://doi.org/10.32497/wahanats.v28i2.5237Keywords:
concrete, compression strength, non- destructive, semi destructiveAbstract
The Jatingaleh BRI Regional Office is one of the buildings in Central Java that will be reconstructed. This is done to improve the function of the building with new reinforcement. One of the processes before being reconstructed is to check the compressive strength of concrete by means of a non-destructive test using a hammer test & semi destructive using a core drill. One of the factors that affect the strength of concrete is surface hardness. The method used in this study was to collect primary data in the form of hammer test results, compressive strength test results using the core drill method and secondary data obtained from the contractor. The purpose of this study is expected to be able to determine the correlation of compressive strength with the hammer test method and the core method. After carrying out the hammer test, proceed with the core drill test. Based on the research results, the compressive strength correlation was obtained using the hammer test and core drill method which is presented by an equation ðŸ.ðŸ‘ðŸðŸ•ðŸ–ð’†ðŸŽ.ðŸŽðŸ“ðŸ”ðŸ•ð’™ with a value of ð‘¹ðŸ=ðŸŽ.ðŸ–ðŸðŸðŸ”.References
Aydin, F., & Saribiyik, M., 2010, Correlation between Schmidt Hammer and destructive compressions testing for concretes in existing buildings. Scientific Research and Essays, 5 (13), 1644”“1648.
Chairunisa, N., 2020, Evaluasi Sifat Mekanis Beton di Lapangan dengan Penerapan Metode Core drilled Test dan Schmidt Hammer Test. Buletin Profesi Insinyur, 3 (2), 89”“94.
Christiawan, I., Triwiyono, A., & Christady, H., 2008, Evaluasi Kinerja Dan Perkuatan Struktur Gedung Guna Alih Fungsi Bangunan (Studi Kasus : Perubahan Fungsi Ruang Kelas Menjadi Ruang Perpustakaan Pada Lantai II Gedung G Universitas Semarang). Civil Engineering Forum Teknik Sipil, 18 (1), PP.725-738-738.
Ichsan, M., Tanjung, D., Husni, M., & Hasibuan, M., 2021, Analisa Perbandingan Hammer Test Dan Compression Testing Machine Terhadap Uji Kuat Tekan Beton. Cetak) Buletin Utama Teknik, 17 (1), 1410”“4520.
Lubis, M., 2003, Pengujian Struktur Beton dengan Metode Hammer Test dan Metode Uji Pembebanan (Load Test). USU Digital Library, 1”“17.
Malek, J., & Kaouther, M., 2014, Destructive and non-destructive testing of concrete structures. Jordan Journal of Civil Engineering, 8 (4), 432”“441.
Mulyati, S., & Febrianto, V., 2011, Korelasi Nilai Kuat Tekan Beton Antara Hammer Test Dan Compression Test Pada Benda Uji Silinder dan Core drill. Universitas Diponegoro.
Patil, D.S.G., 2017, Correlation between Actual Compressive Strength of Concrete and Strength Estimated From Core. IOSR Journal of Mechanical and Civil Engineering, 14 (02), 27”“44.
Wallah, S.E., Pandaleke, R., & Sakit, R., 2015, Drilled Test Untuk Evaluasi Kuat Tekan Beton Pada. 3 (4), 221”“227.
Downloads
Published
Issue
Section
License
Authors who publish with this journal agree to the following terms:Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).
