Design of a Parking Building for Manado State Polytechnic Using Efficient and Eco-Friendly Precast Concrete

Rendi Manitik; Ryan Tandean; Rilya Rumbayan; Jeanely Rangkang

doi:10.55927/ijis.v4i2.29

Authors

Rendi Manitik Manado State Polytechnic
Ryan Tandean Manado State Polytechnic
Rilya Rumbayan Manado State Polytechnic
Jeanely Rangkang Manado State Polytechnic

DOI:

https://doi.org/10.55927/ijis.v4i2.29

Keywords:

Precast Concrete, Design, Efficiency, Parking, Environmentally Friendly

Abstract

This study addresses the need for a parking building at Manado State Polytechnic, as the current parking area is insufficient. The research proposes an effective parking solution for motorcycles and cars, utilizing efficient and environmentally friendly precast concrete. It includes the design of the structure, an analysis of its stability, a detailed budget estimate, and an estimation of the construction timeline. The design features columns (350 x 350 x 2500 mm) with main reinforcement of 8D16 and stirrups of D10-200, and beams (250 x 450 x 4650 mm) with main reinforcement of 8D16 and D10-150. The total budget for the precast concrete is IDR 1,411,975,282.06, with an estimated construction period of 90 working days

References

Alaydrus, Mustofa, et al, (2016). "Analisis Deformasi Struktur Balok Beton Bertulang Dengan Lubang Hollow Core Pada Tengah Balok." Jurnal Mahasiswa Jurusan Teknik Sipil Universitas Brawijaya, vol. 1, no. 3.

Arifin, Z., (2014). Penelitian Pendidikan: Metode dan Paradigma Baru. Bandung: Remaja Rosdakarya. Indonesia One Search.

Asroni, A. (2010). Kolom Fondasi & Balok T Beton Bertulang. Graha Ilmu

Badan Standardisasi Nasional, SNI 7833-2012 Tata Cara Perancangan Beton Pracetak dan Beton Prategang untuk Bangunan Gedung.

Baroq, M., & Nugraheni, F. (2019). ANALISIS PERBANDINGAN BIAYA DAN WAKTU PELAKSANAAN PEKERJAAN KOLOM ANTARA METODE BETON KONVENSIONAL DENGAN PRECAST. Universitas Islam Indonesia.

Juhart, J., & David, G.-A. (2019). Specification of eco-efficient concrete for precast components Part 1: Material Selection and Mix Design. Concrete Plant International (CPI), 3, 146-154.

Muhammad, S., Sutanto, H., & Agus, S. (2017). Cost, time, and quality analysis of precast concrete construction and in situ concrete at macro channel in control of run-off: A case study of Regional Harun Nafsi Street in Samarinda. RJOAS, 9(69), 155-162. https://doi.org/10.18551/rjoas.2017-09.20

Rizky, M. Isriani, R. Azhari, A. Brunner, T. (2017). Desain Fasade Bangunan Tinggi Apartemen dengan Aplikasi Panel Beton Pracetak. https://doi.org/10.26760/rekakarsa.v4i4.1374

Rumbayan, R., & Tenda, J. (2019). Struktur Beton Gedung Lanjutan. POLIMDO PRESS.

Sianturi, N. (2012). Tinjauan Penggunaan Balok Pracetak pada Pembangunan Gedung. https://sipilpedia.com/tinjauan-penggunaaan-balok-pracetak-pembangunan-gedung/

Standar Nasional Indonesia SNI 1727:2013 Beban Minimum untuk Perancangan Bangunan Gedung dan Struktur Lain.

Standar Nasional Indonesia SNI 7832:2017 Analisis harga satuan pekerjaan beton pracetak untuk Konstruksi Bangunan Gedung.

Yuansyah, Y., at al. (2017). Analisa Perbandingan Rencana Anggaran Biaya Bangunan Menggunakan Metode SNI dan BOW (Studi Kasus : Rencana Anggaran Biaya Bangunan Gedung Kwarda Pramuka Lampung). https://doi.org/10.33024/jrets.v1i1.979