Analysis of the Application of Hollow Core Slab to Cost and Time Efficiency in High Rise Building Construction Project

Authors

  • Fanny Ardiana Harijanto Pembangunan Nasional “Veteran” of University East Java
  • I Nyoman Dita Pahang Putra Pembangunan Nasional “Veteran” of University East Java
  • Nia Dwi Puspitasari Pembangunan Nasional “Veteran” of University East Java

Keywords:

Hollow Core Slab, Work Items, Time Scheduling, Cost

Abstract

. The floor slab is one of the factors that affect the cost and duration of construction projects because it has the largest volume of work among other jobs. The selection of the method of implementation of floor slab work also affects the efficiency of development. The use of precast slabs can be an alternative to conventional floor slabs because of their potential to increase cost efficiency, speed up implementation time, and increase structural durability. In this study, a comparative analysis of cost efficiency and scheduling time of precast hollow core slab (HCS) method as an alternative to conventional slabs was conducted, using primary data obtained from the project and in accordance with government regulations. Time analysis and scheduling were calculated with the help of Microsoft Project software and determination of plate work items. As for the cost analysis, it is calculated based on the literature and applicable regulations to get real results by field conditions. Based on the analysis, it is known that the implementation of the 4-storey building slab work with the alternative precast slab method takes 8 days and costs Rp. 1,691,887,497. While the conventional slab method takes 38 days with a total cost of Rp. 2,276,920,601.

References

Naser, F. H., Mamoori, A. H. N. Al, & Dhahir, M. K. (2021). Effect of using different types of reinforcement on the flexural behavior of ferrocement hollow core slabs embedding PVC pipes. Ain Shams Engineering Journal, 12(1), 303–315. https://doi.org/10.1016/j.asej.2020.06.003

Nauly, A., Rambe, M. R., & Patriotika, F. (2022). Analisa Perbandingan Biaya Dan Waktu Pelaksanaan Pelat Lantai Konvensional Dengan Pelat Lantai Pracetak Pada Gedung Berlantai Tiga. Statika, 5(2), 55–62. https://jurnal.ugn.ac.id/index.php/statika/article/view/1071

Pajriah, D. N., & Rijaluddin, A. (2022). Pelaksanaan Pekerjaan Plat Lantai Dengan Beton Precast Pada Proyek Penataan Ggm Tahap 1. Seminar Teknologi Majalengka (Stima), 6, 239–249. https://doi.org/10.31949/stima.v6i0.709

Pertiwi, W. S. D. M., Wijayaningtyas, M., & Iskandar, T. (2023). Analisis Percepatan Proyek dengan Metode Crashing Program pada Proyek Pembangunan Gedung Rumah Sakit Islam Unisma Malang. Student Journal Gelagar, 5(1), 47–56.

Propika, J., Septiarsilia, Y., Susanti, E., & Pertiwi, D. (2023). Komparasi Sistem Pelat Konvensional dan Sistem Pelat Precast Hollow Core Slab pada Struktur Gedung. Jurnal Teknologi Dan Manajemen, 4(2), 111–118. https://doi.org/10.31284/j.jtm.2023.v4i2.4491

Putri, P. F. C., Putra, I. N. D. P., Nauli, A. R., & Kamandang, Z. R. (2023). Analisa Produktivitas Dan Biaya Penggunaan Struktur Komposit Dan Konvensional Pelat Lantai Pada Proyek Pembangunan Tahap Ii Rsud Dr. M. Soewandhie Surabaya. Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja), 11(1), 73–82. https://doi.org/10.24929/ft.v11i1.2075

Riyadi, I., Handayani, E., & Dony, W. (2022). Analisa Perbandingan Sistem Pelat Konvensional dengan Sistem Precast Half Slab dalam Segi Waktu dan Biaya. Jurnal Civronlit Unbari, 7(2), 63. https://doi.org/10.33087/civronlit.v7i2.100

Romadhoni, M., & Sahid, M. N. (2023). JURMATEKS Efektivitas Metode Pekerjaan Pelat Lantai Bondek , Half Precast dan. 6. https://doi.org/10.30737/jurmateks.v6i2.4949

Saragi, T. E., & Zalukhu, N. K. (2022). Analisa Perbandingan Pelaksanaan Struktur Pelat Lantai Metode Konvensional, Boundeck Dan Precast Full Slab Ditinjau Dari Segi Waktu Dan Biaya Pada Proyek Pembangunan Gedung Gbkp Tanah Merah Binjai. Jurnal Teknik Sipil, 1(2), 38–52. https://ejournal.uhn.ac.id/index.php/construct/article/view/550

Tusadiyah, S. Y., & Sukobar, S. (2022). Analisis Biaya dan Waktu Pelaksanaan Metode Alternatif Hollow Core Slab pada Gedung Apartemen Surabaya. Jurnal Teknik ITS, 11(3). https://doi.org/10.12962/j23373539.v11i3.107938

Widanti, P. A., Wijayaningtyas, M., & Indra, S. (2020). Penerapan Alternatif Metode Hollow Core Slab Pada Pembangunan Gedung Malang Creative Center. X(X), 1–5. https://eprints.itn.ac.id/12025/9/JURNAL.pdf

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Published

2024-07-10

How to Cite

Fanny Ardiana Harijanto, I Nyoman Dita Pahang Putra, & Nia Dwi Puspitasari. (2024). Analysis of the Application of Hollow Core Slab to Cost and Time Efficiency in High Rise Building Construction Project . Jurnal Teknik Sipil, 2(1), 01–16. Retrieved from https://ejournal.widyakarya.ac.id/index.php/Sipil/article/view/87