Implementasi Building Information Modeling Dalam Perencanaan Struktur Rumah Susun Soekarno Hatta Semarang
| Main Author: | widorini, trias |
|---|---|
| Format: | Article info application/pdf eJournal |
| Bahasa: | ind |
| Terbitan: |
Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara
, 2023
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| Subjects: | |
| Online Access: |
https://journal.unisnu.ac.id/CES/article/view/440 https://journal.unisnu.ac.id/CES/article/view/440/298 |
| ctrlnum |
article-440 |
|---|---|
| fullrecord |
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<dc schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><title lang="id-ID">Implementasi Building Information Modeling Dalam Perencanaan Struktur Rumah Susun Soekarno Hatta Semarang</title><creator>widorini, trias</creator><subject lang="id-ID">rumah susun, Building Information Modeling, kolom, balok,pelat, pondasi</subject><description lang="en-US">Construction digitization activities are very influential in supporting project work planning. So in planning, innovations are needed in order to achieve maximum results. The Ministry of PUPR issued PUPR Ministerial Decree No. 2018 concerning the Construction of State Buildings which requires the use of the Building Information Modeling method. Structural planning is very necessary to obtain a building that complies with the rules of the Indonesian National Standard. The structural planning of the Soekarno Hatta Semarang Flats refers to the regulations of the Indonesian National Standard (SNI), SNI 1726:2019 (Procedures for Planning Earthquake Resistance for Building and Non-Building Structures), SNI-03-1729-2019 (Structure Planning Procedures) Steel for Buildings), Loading Planning Regulations for Houses and Buildings 1987, I. Wahyudi (Charts and Tables for Reinforced Concrete Calculations). The structural planning of the Soekarno Hatta Semarang Flats includes the planning of the upper and lower structures. In planning the structure is modeled through SAP 2000 V.22 and Autodesk Revit 2022. The input loads are dead load, live load, wind load and earthquake load. The results of the planning use a combination of 32 earthquake loads. There are 7 types of beams, namely B64A, B67, B56A, B45A, B34A, B32A, and B22A. There are 3 types of columns, namely K88, K97, and K33A. There are 6 types of floor plates, namely S12A, S12A1, S12B, S12B1, S12C, and S12C1. As well as using a pile foundation with a diameter of 60 cm.</description><description lang="id-ID">Kegiatan Digitalisasi Konstruksi sangat berpengaruh dalam menunjang perencanaan pekerjaan proyek. Maka dalam perencanaan diperlukan inovasi-inovasi agar tercapai hasil yang maksimal. Kementrian PUPR menerbitkan permen PUPR No 2018 tentang Pembangunan Bangunan Gedung Negara yang mewajibkan digunakannya metode Building Information Modeling. Perencanaan struktur sangat diperlukan untuk mendapat Gedung yang sesuai dengan aturan Standar Nasional Indonesia. Perencanaan Struktur Rumah Susun Soekarno Hatta Semarang ini mengacu pada peraturan Standar Nasional Indonesia (SNI), SNI 1726:2019 (Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non-Gedung), SNI-03-1729-2019 (Tata Cara Perencanan Struktur Baja untuk Bangunan Gedung), Peraturan Perencanaan Pembebanan untuk Rumah dan Gedung 1987, I.Wahyudi (Grafik dan Tabel Perhitungan Beton Bertulang). Perencanaan Struktur Rumah Susun Soekarno Hatta Semarang ini meliputi perencanaan struktur atas dan struktur bawah. Dalam perencanan struktur dimodelkan melalui SAP 2000 V.22 dan Autodesk Revit 2022. Pembebanan yang di input seperti beban mati, beban hidup, beban angin dan beban gempa.Hasil perencanaan menggunakan kombinasi beban gempa sebanyak 32 kombinasi. Didapat 7 tipe balok yaitu B64A, B67, B56A, B45A, B34A, B32A, dan B22A. Terdapat 3 tipe kolom yaitu K88, K97, dan K33A. Terdapat 6 tipe plat lantai yaitu S12A, S12A1, S12B, S12B1, S12C, dan S12C1. Serta menggunakan pondasi tiang pancang dengan diameter 60 cm.</description><publisher lang="en-US">Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara</publisher><date>2023-02-27</date><type>Journal:Article</type><type>Other:info:eu-repo/semantics/publishedVersion</type><type>File:application/pdf</type><identifier>https://journal.unisnu.ac.id/CES/article/view/440</identifier><identifier>10.34001/ces.03012023.4</identifier><source lang="en-US">Jurnal Civil Engineering Study; Vol. 3 No. 01 (2023): Jurnal Civil Engineering Study; 32-38</source><source>2830-0750</source><language>ind</language><relation>https://journal.unisnu.ac.id/CES/article/view/440/298</relation><rights lang="en-US">Copyright (c) 2023 Jurnal Civil Engineering Study</rights><recordID>article-440</recordID></dc>
|
| language |
ind |
| format |
Journal:Article Journal Other:info:eu-repo/semantics/publishedVersion Other File:application/pdf File Journal:eJournal |
| author |
widorini, trias |
| title |
Implementasi Building Information Modeling Dalam Perencanaan Struktur Rumah Susun Soekarno Hatta Semarang |
| publisher |
Civil Engineering of Universitas Islam Nahdlatul Ulama Jepara |
| publishDate |
2023 |
| topic |
rumah susun Building Information Modeling kolom balok pelat pondasi |
| url |
https://journal.unisnu.ac.id/CES/article/view/440 https://journal.unisnu.ac.id/CES/article/view/440/298 |
| contents |
Construction digitization activities are very influential in supporting project work planning. So in planning, innovations are needed in order to achieve maximum results. The Ministry of PUPR issued PUPR Ministerial Decree No. 2018 concerning the Construction of State Buildings which requires the use of the Building Information Modeling method. Structural planning is very necessary to obtain a building that complies with the rules of the Indonesian National Standard. The structural planning of the Soekarno Hatta Semarang Flats refers to the regulations of the Indonesian National Standard (SNI), SNI 1726:2019 (Procedures for Planning Earthquake Resistance for Building and Non-Building Structures), SNI-03-1729-2019 (Structure Planning Procedures) Steel for Buildings), Loading Planning Regulations for Houses and Buildings 1987, I. Wahyudi (Charts and Tables for Reinforced Concrete Calculations). The structural planning of the Soekarno Hatta Semarang Flats includes the planning of the upper and lower structures. In planning the structure is modeled through SAP 2000 V.22 and Autodesk Revit 2022. The input loads are dead load, live load, wind load and earthquake load. The results of the planning use a combination of 32 earthquake loads. There are 7 types of beams, namely B64A, B67, B56A, B45A, B34A, B32A, and B22A. There are 3 types of columns, namely K88, K97, and K33A. There are 6 types of floor plates, namely S12A, S12A1, S12B, S12B1, S12C, and S12C1. As well as using a pile foundation with a diameter of 60 cm. Kegiatan Digitalisasi Konstruksi sangat berpengaruh dalam menunjang perencanaan pekerjaan proyek. Maka dalam perencanaan diperlukan inovasi-inovasi agar tercapai hasil yang maksimal. Kementrian PUPR menerbitkan permen PUPR No 2018 tentang Pembangunan Bangunan Gedung Negara yang mewajibkan digunakannya metode Building Information Modeling. Perencanaan struktur sangat diperlukan untuk mendapat Gedung yang sesuai dengan aturan Standar Nasional Indonesia. Perencanaan Struktur Rumah Susun Soekarno Hatta Semarang ini mengacu pada peraturan Standar Nasional Indonesia (SNI), SNI 1726:2019 (Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Non-Gedung), SNI-03-1729-2019 (Tata Cara Perencanan Struktur Baja untuk Bangunan Gedung), Peraturan Perencanaan Pembebanan untuk Rumah dan Gedung 1987, I.Wahyudi (Grafik dan Tabel Perhitungan Beton Bertulang). Perencanaan Struktur Rumah Susun Soekarno Hatta Semarang ini meliputi perencanaan struktur atas dan struktur bawah. Dalam perencanan struktur dimodelkan melalui SAP 2000 V.22 dan Autodesk Revit 2022. Pembebanan yang di input seperti beban mati, beban hidup, beban angin dan beban gempa.Hasil perencanaan menggunakan kombinasi beban gempa sebanyak 32 kombinasi. Didapat 7 tipe balok yaitu B64A, B67, B56A, B45A, B34A, B32A, dan B22A. Terdapat 3 tipe kolom yaitu K88, K97, dan K33A. Terdapat 6 tipe plat lantai yaitu S12A, S12A1, S12B, S12B1, S12C, dan S12C1. Serta menggunakan pondasi tiang pancang dengan diameter 60 cm. |
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