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All Journal JUITECH: Jurnal Ilmiah Fakultas Teknik Universitas Quality
Valentana Ardian Tarigan
( NIDN : 0102107502 | ID SINTA : 6140804 ), Universitas Quality
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Industrial & Manufacturing Engineering Transportation

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EKSPERIMENTAL TARIK BAJA TULANGAN PADA BETON VARIASI DIAMETER DAN PANJANG PENYALURAN MENURUT PERATURAN SNI 2847:2019 Valentana Ardian Tarigan
JUITECH: Jurnal Ilmiah Fakultas Teknik Universitas Quality Vol 6, No 2 (2022): Vol 6 No. 2 Tahun 2022
Publisher : Universitas Quality

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36764/ju.v6i2.893

Abstract

Reinforced concrete construction is inseparable from the use of reinforcing steel as a material that resists the tension that occurs in concrete structures. Steel material is used to carry out its duties to cover the weakness of concrete in terms of tensile loads. Tests are carried out to determine the magnitude of the difference in tensile strength of the reinforcing material being tested. Experiments on steel with a minimum yield stress of 280 MPa which is also known as plain reinforcing steel and reinforcing steel with a yield stress of at least 420 MPa or also known as fin reinforcing steel. The variation used in this test lies in the diameter of plain reinforcing steel with diameters of 8, 10 and 12 mm. Fin reinforcement steel with diameters of 10, 13 and 16 mm. The test results show that the deeper the reinforcing steel, the greater the required tensile strength. Other results show that fin steel reinforcement has a higher tensile strength than plain reinforcing steel.
UJI TARIK BAJA TULANGAN PENGGUNAAN EPOXY CHEMICAL ITEWE NEO SEBAGAI ADHESIF DENGAN VARIASI DIAMETER MENURUT PERATURAN SNI 2847:2019 Valentana Ardian Tarigan
JUITECH: Jurnal Ilmiah Fakultas Teknik Universitas Quality Vol 7, No 1 (2023): Vol 7 No. 1 Tahun 2023
Publisher : Universitas Quality

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36764/ju.v7i1.1012

Abstract

Reinforced concrete structures cannot be separated from the use of reinforcing steel as a material that resists the tension that occurs in concrete structures. Specifically for buildings that require steel as reinforcement in new areas where reinforcement has not been installed, a chemical epoxy type of adhesive material is used, which is used in this study, namely Itewe Neo. Steel materials are used to carry out their duties to cover the weaknesses of concrete in terms of tensile loads, and chemical epoxy is used to connect two different materials, namely steel and concrete. The test is carried out to determine the magnitude of the difference in tensile strength of the tested reinforcing material. Experiments on steel with a minimum yield stress of 280 MPa, also known as plain reinforcing steel and reinforcing steel with a minimum yield stress of 420 MPa, also known as fin reinforcing steel. The variation used in this test lies in the diameter of the plain steel bars with diameters of 8, 10 and 12 mm. Fin reinforcing steel with diameters of 10, 13 and 16 mm. The test results show that the deeper the reinforcing steel, the greater the required tensile strength. Other results show that fin steel reinforcement has a greater tensile strength than plain steel reinforcement.
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