Pengaruh Penambahan Serat Daun Nanas terhadap Sifat Fisis dan Mekanik Papan Semen Gipsum
DOI:
https://doi.org/10.25077/jfu.9.1.31-37.2020Abstract
Penelitian tentang pengaruh penambahan serat daun nanas terhadap sifat fisis dan mekanik papan semen gipsum telah dilakukan dalam bentuk komposit laminat. Persentase serat daun nanas yang digunakan adalah 0%, 2%, 4%, 6%, 8%. Sifat fisis yang diuji meliputi densitas dan daya serap air. Nilai densitas terendah diperoleh pada persentase serat daun nanas 8% yaitu 1,41 kg/cm3. Nilai densitas berbanding terbalik dengan nilai daya serap air. Persentase serat daun nanas 8% memiliki nilai densitas terkecil tetapi daya serap air yang besar. Nilai daya serap air pada persentase serat daun nanas 8% yaitu 39,17%. Pengujian mekanik yang diuji meliputi kuat tekan dan kuat lentur. Alat uji yang digunakan untuk kuat tekan dan kuat lentur adalah Universal Testing Machine (UTM). Nilai kuat tekan 5 kg/cm2 hingga 11,67 kg/cm2 telah memenuhi SNI 03-3449-2002. Nilai kuat lentur tertinggi pada persentase serat 2% dan 6% yaitu 21 kg/cm2 telah memenuhi SNI 01-4449-2006.
Â
The research on the effect of pineapple leaf fiber addition to the physical and mechanical properties of gypsum cement board has been carried out in the form of laminate composites. The percentage of pineapple leaf fiber used is 0%, 2%, 4%, 6%, 8%. Physical properties that were tested including density and water absorption. The lowest density value obtained at pineapple leaf fiber percentage of 8% that is 1.41 kg / cm3. The value of density inversely proportional to the value of water absorption. Percentage of 8% pineapple leaf fiber has the smallest density value but large water absorption. The value of water absorption at pineapple leaf fiber percentage 8%, that is 39.17%. Mechanical properties that were tested including compressive strength and flexural strength. The compressive strength and flexural strength were measured using Universal Testing Machine (UTM). The value of compressive strength that is          5 kg/cm2 to 11.67 kg/cm2 meets SNI 03-3449-2002. Highest flexural strength at fiber percentage 2% and 6%, that is 21 kg / cm2 meat SNI 01-4449-2006.Â
References
FAO, “Food and Aricultural Organization yearbook of Forest Productâ€, Fiberboard and Particleboard, Rome. Italy, 1996.
Gerung, L. M. N., “Pengaruh Serat Daun Nanas Dengan Konsentrasi Serat 0,075% Dan Variasi Panjang Serat 0,5cm; 1,0cm; 1,5cm Terhadap Kuat Tarik Beton Normalâ€, Jurnal Ilmiah Media Engineering, 2012, hal. 135-142.
Giancoli, D.C., Fisika Jilid 2, Edisi Kelima, Jakarta, Erlangga, 2001.
Leão, A.L., Cherian, B.H., Narine, S., Souza, S., Sain, M., dan Thomas, S., “The Use Of Pineapple Leaf Fibers (PALFs) As Reinforcements In Compositesâ€, Biofiber Reinforcement in Composite Materials, 211-235, (2015)
Li, Z., Wang, L., dan Wang, X.A., “Cement Composites Reinforced with Surface Modified Coir Fiberâ€, Journal of Composite Materials Centre for Material and Fibre Innovation, Australia, 41(12), 2007.
Maail, S. R. Hermawan, D. dan Hadi, S.Y., “Papan Semen-Gypsum Dari Core Kenaf (Hibiscus cannabinus L) Menggnakan Tekhnologi Pengerasan Autoclaveâ€, Jurnal Perennial, 2006, hal. 12-18.
Maloney, T.M., “Modren Particle board and Dry Proces Fiberboard Manufacturingâ€, Miller Freman, Inc., San Fransisco, 1993.
Nugraha, P. dan Antoni., “Teknologi Beton, dari Material pembuatan ke Beton Kinerja Tinggi,†Skripsi, Universitas Kristen Petra, Yogyakarta, 2007.
Olanda, S., dan Mahyudin, A., “Pengaruh Penambahan Serat Pinang (Areca catechu L. Fiber) Terhadap Sifat Mekanik Dan Fisis Bahan Campuran Semen Gipsumâ€, Jurnal Fisika Unand, 2(2), 2013.
Priyono, K.D., “Geomorfologi Pantai dan Pengelolaan Wilayah Pesisir,†Fakultas Geografi, Universitas Muhammadiyah Surakarta, 1996,
Qorina, U., Mahyudin, A., dan Handani, S., “Pengaruh Persentase Massa Gipsum Dan Serat Terhadap Kuat Tekan Dan Kuat Lentur Papan Semen- Gipsum Berserat Eceng Gondokâ€, Jurnal Fisika Unand, 5(3), 2016.
Sari, S. P., “Sifat Fisik Serat Daun Nana (Annas comosus (L) Merr) setelah penambahan pewarna sintetisâ€, Skripsi, Fakultas Pertanian, Universitas Sriwijaya, Palembang, 2014.
SNI, “Papan Serat, Standar Nasional Indonesiaâ€, SNI 01-4449, 2006
SNI, “Tata Cara Rencana Pembuatan Campuran Beton Ringan Dengan Agregat Ringan, Departemen Pekerjaan Umumâ€, SNI 03-3449, 2002.
Trisnayanti, Y., Swistoro, E., Firdaus, M. L., Koto, l., “Mutu Papan Gipsum Dari Serat Daun Nanas Dan Serbuk Gergaji Kayu Meranti Dan Implementasinya Pada Pembelajaran Fisika†Jurnal Pendipa, FKIP Universitas Bengkulu, Bengkulu, 2014.
Vlack, V., “Ilmu dan Teknologi Bahanâ€, Erlangga, Jakarta, 1992.
Downloads
Published
How to Cite
Issue
Section
License
Copyright (c) 2020 Siska Oktaviani, Dwi Puryati
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Please find the rights and licenses in JFU (Jurnal Fisika Unand).
1. License
The non-commercial use of the article will be governed by the Creative Commons Attribution license as currently displayed on Creative Commons Attribution-NonCommercial 4.0 International License.
2. Authors Warranties
The author warrants that the article is original, written by stated author(s), has not been published before, contains no unlawful statements, does not infringe the rights of others, is subject to copyright that is vested exclusively in the author and free of any third party rights, and that any necessary written permissions to quote from other sources have been obtained by the author(s).
3. User Rights
JFU's spirit is to disseminate articles published are as free as possible. Under the Creative Commons license, JFU permits users to copy, distribute, display, and perform the work for non-commercial purposes only. Users will also need to attribute authors and JFU on distributing works in the journal.
4. Rights of Authors
Authors retain the following rights:
- Copyright, and other proprietary rights relating to the article, such as patent rights,
- The right to use the substance of the article in future own works, including lectures and books,
- The right to reproduce the article for own purposes, provided the copies are not offered for sale,
- The right to self-archive the article.
5. Co-Authorship
If the article was jointly prepared by other authors, the signatory of this form warrants that he/she has been authorized by all co-authors to sign this agreement on their behalf, and agrees to inform his/her co-authors of the terms of this agreement.
6. Termination
This agreement can be terminated by the author or JFU upon two months notice where the other party has materially breached this agreement and failed to remedy such breach within a month of being given the terminating partys notice requesting such breach to be remedied. No breach or violation of this agreement will cause this agreement or any license granted in it to terminate automatically or affect the definition of JFU.
7. Royalties
This agreement entitles the author to no royalties or other fees. To such extent as legally permissible, the author waives his or her right to collect royalties relative to the article in respect of any use of the article by JFU or its sublicensee.
8. Miscellaneous
JFU will publish the article (or have it published) in the journal if the articles editorial process is successfully completed and JFU or its sublicensee has become obligated to have the article published. JFU may conform the article to a style of punctuation, spelling, capitalization, referencing and usage that it deems appropriate. The author acknowledges that the article may be published so that it will be publicly accessible and such access will be free of charge for the readers.