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Perilaku Beton Porous Dengan Penambahan Zat Aditif Superplastizer (Sika Viscocrete) Ghozi, Mohammad; Budiati, Anik; Yamil Aziz, Haitsam
INTER TECH Vol 2 No 2 (2024): INTER TECH
Publisher : Fakultas Teknik Universitas Bhayangkara Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54732/i.v2i2.1172

Abstract

ABSTRACT According to ACI 522R-10, Larvious Concrete, or Pervious Concrete is defined as concrete that has a slump value almost close to zero, which is formed from Portland cement, coarse aggregate, a little or No. fine aggregate, admixture, and water. Potons concrete (Previous concrete) is an environmentally friendly concrete that has cavities andi s returnable, so it can allow water to flow trough the cavities formed. Porous concrete is composed of coarse is composed of coarse aggregate covered with a thin layer of cement paste of around 1,3 mm. This research compares the compressive strength values of peggyz concrete, and the porosity of normal concrete with a mixture of Sika Viscocrete additives with compositions of 0,5%, 1%, 1,5%, and 2% based on the ASTM C1754-12 method in SKh- 1.5.14 Porous Concrete, The results of the research showed the average compressive strength of normal porous concrete at 7 days was 3,22 MPa, 3,14 MPa at 14 days, 3,39 MPa at 21 days and 4,28 MPa at 28 days. Meanwhile, the highest compressive strength of porous concrete wa at a percentage of 0,5% at 28 days with a value of 3,69 MPa. For the normal concrete porosity test value, it was found to be 14,12%, while 0,5%  additive was 12,29 MPa, 1% additive was 12,76 MPa, 1,5% was 12,45 MPa and 2% additive was 11,9%. From this research, there are 4 variants of adding Sika Viscocrete additives to the weight of the cement composition, namely 0,5%, 1%, 1,5%, and 2% with a sample size of 3 samples for each variant. Material testing methods and calculating the compressive strength of normal porous concrete with the addition of mixture of additives obtained the average compressive strength and also the prosity value of porous concrete. Keywords : Normal Porous Concrete, Additives, Concrete Compressiive Strength ABSTRAK Menurut ACI 522R-10, Beton Porous didefinisikan sebagai beton yang memiliki nilai slump hampir mendekati nol, yang terbentuk dari semen Portland, agregat kasar, sedikit agregat halus atau tidak sama sekali, campuran tambahan (admixture), dan air. Beton porous (pervious concrete) merupakan beton ramah lingkungan yang mempunyai rongga dan bersifat permeabilitas, sehingga dapat  memungkinkan mengalirkan air melaui rongga yang terbentuk. Beton porous terususun atas agregat kasar yang diselimuti dengan lapisan pasta semen tipis sekitar 1,3 mm.  Penelitian ini membandingkan nilai kuat tekan beton porous dan porositas beton normal dengan campuran zat aditif Sika Viscocrete dengan komposisi 0,5%, 1%, 1,5%, dan 2% yang didasarkan pada metode ASTM C1754-12 pada SKh-1.5.14 Beton Porous. Hasil penelitian didapatkan rata-rata kuat tekan beton porous normal pada umur 7 hari sebesar 3,22 MPa, umur 14 hari sebesar 3,14 MPa, umur 21 hari 3,39 MPa dan umur 28 hari 4,48 MPa. Sedangkan kuat tekan teringgi beton porous pada  prosentase 0,5 % pada umur 28 hari dengan nilai 3,69 MPa. Untuk nilai pengujian porositas beton normal didapatkan 14,12% sedangkan 0,5% zat aditif sebesar 12,29 Mpa, 1% zat aditif sebesar 12,76%, 1,5% zat aditif sebesar 12,45 Mpa dan 2% zat aditif 11,9 %. Dari penelitian ini, terdapat 4 varian penambahan zat aditif Sika Viscocrete terhadap berat komposisi semen yaitu, 0,5%, 1%, 1,5% dan 2% dengan jumlah sampel masing- masing varian  sebanyak 3 benda uji. Metode pengujian material dan perhitungan kuat tekan beton porous normal dengan penambahan campuran zat aditif didapatkan kuat tekan rata- rata dan juga nilai porositas pada beton porous. Kata Kunci : Beton porous normal, Zat aditif, Kuat Tekan beton
Perencanaan Struktur RSNU Bondowoso Ghozi, Mohammad; Dwivan, Muamar; Budiati, Anik; Zuhdi, Ubaidillah; Sutowijoyo, Hendro
Semeru: Jurnal Pengabdian Kepada Masyarakat Volume 1 Nomor 2 Tahun 2024
Publisher : LPPM Universitas Bhayangkara Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55499/semeru.v1i02.1174

Abstract

Gedung rumah sakit ini direncanakan dibangun di kota Bondowoso. Struktur gedung didesain menggunakansistem Struktur Rangka Pemikul Momen Khusus (SRPMK) berdasarkan Tata Cara Perhitungan Struktur BetonUntuk Bangunan Gedung (SNI 2847:2019). Analisis beban gempa menggunakan metode spektrum responberdasarkan Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non Gedung(1726:2019). Adapun penggunaan konsep ini bertujuan agar apabila terjadi gempa kuat yang menyebabkanterbentuknya sendi plastis pada elemen struktur diharapkan dapat terjadi pada balok. Pada disain pondasi telahdiakomodasi kemungkinan terjadinya likuifaksi. Dari hasil perhitungan yang telah dilakukan menunjukan bahwastruktur Gedung Rumah Sakit NU Bondowoso ini aman secara analisis.
Design of E.R. Building At Ct Arsa Palu Hospital With Liquefaction Potential Ghozi, Mohammad; Yulianto, Achmad; Budiati, Anik
Ranah Research : Journal of Multidisciplinary Research and Development Vol. 6 No. 5 (2024): Ranah Research : Journal Of Multidisciplinary Research and Development (Juli 20
Publisher : Dinasti Research

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.38035/rrj.v6i5.1084

Abstract

This design hospital building is planned to be built in the city of Palu. Palu City has high earthquake potential, has history of liquefaction, tsunami and landslides disasters. Thorough design is needed so that this hospital building still become a place for health services after a disaster occurs. The building was designed using the Special Moment Resisting Frame Structure system based on the SNI. Earthquake load analysis uses the response spectrum method based on Earthquake Resistance Planning Procedures (SNI 1726:2019). This concept obtains structure design that meets SNI and still strong in strong earthquake and liquefaction. Analysis has been carried out and it was found that the potential for liquefaction to occur at a depth of 1.5 M to 4.5 M so that the foundation chosen was 4 piles with a diameter of 40 cm, a depth of 6 meters per pile cap. From the results of calculations, it shows that the structure of the emergency room building at CT Arsa Palu Hospital is safe from an analytical perspective.
Kuat Tekan Beton Dengan Dan Tanpa Penambahan Silica Fume Dalam Rendaman Air Laut Ghozi, Mohammad; Budiati, Anik; Priambada, Agoes Wahyu; Sabariman, Bambang; Suryadi, Akhmad
INTER TECH Vol 3 No 1 (2025): INTER TECH
Publisher : Fakultas Teknik Universitas Bhayangkara Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.54732/i.v3i1.1246

Abstract

Marine concrete is used for structures in marine environments that are susceptible to chemical attacks such as sulfates and chlorides. This study aims to analyze the effect of adding 7% silica fume on the compressive strength of marine concrete soaked in seawater. The experimental research method was carried out by making 12 concrete cylinder samples (diameter 15 cm × height 30 cm), consisting of two variations: concrete without silica fume and concrete with 7% silica fume. Compressive strength testing refers to SNI 03-1974-1990 and ASTM C39, with seawater immersion for 50 days and testing at the ages of 14, 28 and 50 days. The results showed that concrete with 7% silica fume achieved an average compressive strength of 39.90 MPa at the age of 28 days, higher than concrete without silica fume (37.64 MPa). This increase is due to the pozzolanic reaction of silica fume which fills the pores of the concrete and forms calcium silicate hydrate (CSH) compounds, increasing the density of the concrete matrix. The slump value of both concrete variations is stable at 12 cm, meeting the planned workability criteria. This study states that the addition of 7% silica fume is effective in increasing the compressive strength and resistance of marine concrete to the marine environment. Recommendations include the use of silica fume for marine structures, strict supervision in mixing materials, and optimization of mixing time to prevent too fast setting time. This study contributes to the development of environmentally friendly concrete with high durability in coastal areas.
PERENCANAAN JEMBATAN KAMPUS C UNUSA PAMUNGKAS, SUTANDYO LUKITO; OKTAVIANSYAH, RANGGA; GHOZI, MOHAMMAD; BUDIATI, ANIK; ZUHDI, UBAIDILLAH
Semeru: Jurnal Pengabdian Kepada Masyarakat Volume 1 Nomor 1 Tahun 2024
Publisher : LPPM Universitas Bhayangkara Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55499/semeru.v1i01.1108

Abstract

Bangunan jembatan direncanakan dibangun di kota Surabaya sebagai pengubung antara lahan parkir R2 an Gedung Kampus C Unusa. Struktur gedung didesain menggunakan sistem Struktur Rangka Komposit Baja-Beton berdasarkan Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung (SNI 2847:2019). Adapun penggunaan konsep ini bertujuan agar apabila terjadi gempa kuat yang menyebabkan terbentuknya sendi plastis pada elemen struktur diharapkan dapat terjadi pada balok. Pada disain pondasi telah diakomodasi seluruh kemungkinan pembebanan. Dari hasil perhitungan yang telah dilakukan menunjukan bahwa struktur jembatan kampus C Unusa aman secara analisis.