Article Sidebar

Submitted
30 May 2019
Accepted
31 May 2019
Published
31 May 2019
Download
PDF
Statistic
Read Counter : 788 Download : 1190

Main Article Content

Abstract

The need for housing in Indonesia reaches around 1 million houses per year is the reason behind an increasing demand for building materials. Prefabricated wall panels can be used as alternative building materials that have easy and fast advantages in installation. In addition, the use of precast wall panels will also save labor costs. In this study, expanded polystyrene (EPS) lightweight concrete wall panels were a composite with calcium silicate boards. Furthermore, the unity of these materials are called a sandwich panel. The purpose of this study was to determine the potential use of sandwich panels as structural wall panels in terms of compressive strength. Test specimens were 9 EPS panels measuring 1800x610x75mm; 3 of them were a composite with GRC board, 3 other with GRC board outer layer and bolt connector, and 3 panels without reinforcement. The used calcium silicate board is a trade name of GRC board with a thickness of 4mm. Compressive strength testing is carried out referring to SNI 03-3122-1992 (Fibrous Lightweight Concrete Panel).The test results obtained the compressive strength of PP-T, PGP-T, PGB-T panels in a row of 0.72 MPa, 0.84 MPa, and 1.43 MPa. The pattern of damage to the test object was marked by the release of the outer layer of the GRC board and the wall panel was fractured. It can be concluded that the addition of the GRC board outer layer and bolt connector can increase the compressive strength of the wall panel up to 200%. In contrast, the PP-T, PGP-T, and PGB-T panels do not meet the requirements of SNI 03-3122-1992. The resulted compressive strengths are so low that make the expanded polystyrene concrete panel is not avaiable for bearing wall purpose.

Keywords

compressive strength sandwich panel expanded polystyrene

Article Details

License

Under the following term:

  • Attribution — You must give appropriate credit, provide a link to the license, and indicate if changes were made. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.

  • ShareAlike — If you remix, transform, or build upon the material, you must distribute your contributions under the same license as the original.

  • No additional restrictions — You may not apply legal terms or technological measures that legally restrict others from doing anything the license permits.
How to Cite
Maryani, D., Saputra, A., & Triwiyono, A. (2019). KUAT TEKAN PANEL DINDING BETON RINGAN EXPANDED POLYSTYRENE DENGAN LAPIS LUAR PAPAN KALSIUM SILIKAT. Teknisia, 24(1), 1–10. https://doi.org/10.20885/teknisia.vol24.iss1.art1
Download Citation
Endnote/Zotero/Mendeley (RIS)
BibTeX

References

  1. Badan Standarisasi Nasional. (1992). Panel Beton Ringan Berserat, SNI 03-3122-1992, Bandung.
  2. Badan Standarisasi Nasional. (2011). Lembaran Rata Kalsium Silikat, SNI 7705:2011, Bandung.
  3. Callister, W. D. (2007). Materials Science and Engineering, Seventh Edition, New York: John Wiley and Sons, Inc.
  4. Dipohusodo, I. (1996). Struktur Beton Bertulang, Jakarta: PT Gramedia Pustaka Utama.
  5. Olivia, D., Wonohardjo, S., Tedja, S., dan Edward, B., (2008). Kajian Aspek Kecepaan dalam Teknologi Membangun Gedung di Indonesia, Seminar Nasional Perumahan Rakyat: Strategi Percepatan Pembangunan Perumahan Berbasis Kearifan Lokal. 17 Desember 2008, Universitas Bina Nusantara.
  6. Vanderwerf, P.A, Panushev I.S. and Kokonowski, D. (2006). Concrete Systems for Homes and Low-Rise Construction, McGraw-Hill.
  7. Somayaji, S. (1995). Civil Engineering Materials, Prentice Hall, New Jersey.
  8. Tjokrodimuljo, K. (2007). Teknologi Beton, Biro Penerbit, Teknik Sipil Universitas Gadjah Mada, Yogyakarta.
  9. www.idn.sika.com diakses pada 3 Mei 2019, pukul 01:09 WIB.