Claim Missing Document
Check
Articles

Found 3 Documents
Search

PERBANDINGAN RAB PELAT LANTAI KONVENSIONAL MUTU K-225 DENGAN LANTAI PANEL AAC Rafik, Aunur; Cahyani, Rinova Firman; Salman, Muhammad; Ihsani, Abdul Hafizh
Jurnal Teknik Sipil Vol 9 No 1 (2025): Jurnal Gradasi Teknik Sipil - Juni 2025
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v9i1.2541

Abstract

Struktur bangunan dengan sistem panggung di Kota Banjarmasin dan sekitarnya yang kondisi tanahnya lunak, memunculkan beberapa kasus diantaranya penurunan lantai, pondasi, bangunan  miring bahkan ambruk. Salah satu cara mengatasi permasalahan tersebut dengan mengurangi beban struktur bangunan misalnya dengan penggunaan material  yang ringan namun kuat. Material ringan tersebut diantaranya panel lantai berupa beton ringan tipe AAC (Autoclaved Aerated Concrete).Tujuan penelitian adalah untuk diketahui mana yang lebih efisien biayanya berdasarkan rencana anggaran biaya pekerjaan antara pelat lantai beton konvensional dengan lantai panel AAC. Berdasarkan Gambar rencana lantai rumah tipe 45 dihitung volume pekerjaannya.  Merujuk pada Peraturan Menteri PUPR Nomor 1 Tahun 2022 dan Standar Harga Satuan Kota Banjarmasin 2022 dihitung dan dianalisis Rencana Anggaran Biaya(RAB) pekerjaan pelat beton lantai konvensional dan lantai panel AAC. Berdasarkan hasil analisis perhitungan diperoleh biaya pekerjaan pelat lantai konvensional sebesar Rp48.265.433,09 dan biaya pekerjaan lantai panel AAC sebesar Rp50.189.291,90 dengan selisih sebesar Rp1.923.858,8. RAB lantai panel AAC 3,99% lebih mahal. Panel AAC berupa bahan pabrikan yang ringan dan kuat serta pemasangannya relatif lebih cepat ini direkomendasikan untuk konstruksi lantai hunian kedaruratan terutama di lingkungan lahannya berupa tanah lunak.
AutoCAD Training and Introduction for JTSB Poliban Students Suwaji; Anisari, Rezky; Adriyati, Ria; Rafik, Aunur; Ihsani, Abdul Hafizh
Indonesian Journal of Society Development Vol. 3 No. 4 (2024): August 2024
Publisher : PT FORMOSA CENDEKIA GLOBAL

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55927/ijsd.v3i4.10995

Abstract

Training and introduction to AutoCAD applications for civil engineering students is an important step in improving students' skills and abilities in using software that is relevant to their field of study. In the implementation of Community Service this time, activities were carried out at the Modeling and Engineering Studio, Civil and Earth Engineering Department, Banjarmasin State Polytechnic on Monday, June 24, 2024. In this training, participants were introduced to the AutoCAD application, tools in the AutoCAD application, and the use and operation of the AutoCAD application in the field of Civil Engineering
Comparison of Fine Aggregate to Mortar Strength Between Sand Awang Bangkal and Sand Barito Yanuar, Khairil; Ihsani, Abdul Hafizh; Anugerah, Muhammad Arya; Ruspiansyah, Ruspiansyah
Journal of Business Social and Technology Vol. 4 No. 1 (2023): Journal of Business, Social and Technology
Publisher : Politeknik Siber Cerdika Internasional

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59261/jbt.v4i1.116

Abstract

The progress of building construction that is developing in our country affects the number of diverse building functions resulting in the quantity of buildings, the acceleration of the desired building and the demand for higher quality construction. Mortar is a mixture consisting of Cement, Fine Aggregate and Water. The adhesive in the mortar can be in the form of clay, lime, or cement. Fine Aggregate (Sand) in the mortar mix serves as a filler (glued material) either in a hardened or unhardened state. This final project research was conducted at the Structure and Materials Laboratory of the Banjarmasin State Polytechnic. Data collection was carried out by the method used to collect, study and collect data or sources related to the topic raised in a study. Studies can be obtained from various sources, such as journals, papers, reports, documentation books, internet (browsing) and libraries. The results of the compressive strength on the age of mortar At the age of 3 days Semen Gresik Pasir Barito is 6.05 Mpa, At the age of 7 days Semen Gresik Pasir Barito is 6.05 Mpa, At the age of 14 days Semen Gresik Pasir Awang Bangkal is 8.66 Mpa, At the age of 28 days Semen Gresik sand Awang Bangkal 10.68 MPa. It can be concluded that Pasir Barito is included in zone IV and Pasir Awang Bangkal is included in zone II. Based on the results of the average compressive strength of the mortar, the results obtained were: Barito sand at the age of 3 days was 6.05 Mpa, at 7 days old was 6.05 Mpa, aged 14 days was 7.68 Mpa, and aged 28 days was 9.56 Mpa, Pasir Awang Bangkal at the age of 3 days was 4.14 Mpa, the age of 7 days was 4.75 Mpa, the age of 14 days was 8.66 Mpa, and the age of 28 days was 10.68 Mpa.