KORELASI KUAT TEKAN HAMMER TEST (NON DESTRUCTIVE TEST) DAN CORE DRILL (SEMIDESTRUCTIVE TEST) DI GEDUNG KANWIL BRI TEUKU UMAR PRA REKONSTRUKSI

Mentari Septanya Sitorus, Talitha Zhafira, Hani Purwanti

Abstract


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 𝟏.πŸ‘πŸπŸ•πŸ–π’†πŸŽ.πŸŽπŸ“πŸ”πŸ•π’™ with a value of π‘ΉπŸ=𝟎.πŸ–πŸπŸπŸ”.

Keywords


concrete, compression strength, non- destructive, semi destructive

Full Text:

PDF

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.




DOI: http://dx.doi.org/10.32497/wahanats.v28i2.5237

Refbacks

  • There are currently no refbacks.


ABOUT JOURNAL

Β POLICIES

SUBMISSION

Β PEOPLE


OFFICE INFORMATION

Β Publisher : Jurusan Teknik Sipil, Politeknik Negeri SemarangΒ Β wahanasipil@polines.ac.id, jurnalwahana@gmail.com https://jurnal.polines.ac.id/index.php/wahana
Β Department of Civil Engineering, Politeknik Negeri Semarang (State Polytechnic of Semarang) Jl. Prof. Sudarto, SH, Tembalang, Semarang, Indonesia 50275Β Β +62 24 7473417 Ext. 212 For Journal Subscription

Creative Commons License
Wahana TEKNIK SIPIL: Jurnal Pengembangan Teknik Sipil (p-ISSN : 0853-8727 | e-ISSN : 2527-4333) is published by Politeknik Negeri Semarang under Creative Commons Attribution 4.0 International License.