EXPERIMENTAL STUDY ON THE USE OF STRAPPING BAND VARIATION AS A SUBSTITUTE FOR STEEL REINFORCEMENT IN THE MANUFACTURE OF PRECAST FOUNDATION FOR COASTAL CONSTRUCTION

Maria Septhree Winna Sitohang, Elvira Elvira, Asep Supriyadi

Abstract


A solid foundation is a concrete mix using steel reinforcement, but the reinforcement has the disadvantage of being corrosive when used in coastal areas. Therefore, this research uses strapping bands as a substitute for steel reinforcement. This research is focused on the manufacture of mortar plates for lightweight construction, especially in foundation parts such as footing foundations.  This research used 5 (five) variations of slab mixture including, variation A1 which is mortar slab without additional strapping band, variation B1 which is mortar slab with additional 3 pieces of strapping band as thick as 1 layer on each top and bottom layer, so on up to variation B4 as thick as 4 layers. The results of the mortar plate bending test obtained the value of the bending moment of variations A1, B1, B2, B3, and B4 are 0.148 kN.m; 0.183 kN.m; 0.222 kN.m; 0.278 kN.m; 0.325 kN.m. Then the maximum bending moment value is averaged in the variation that uses a 4-layer thick strapping band. From this research it can be concluded that to get a high bending moment value, the more strapping bands are used.

Keywords


Strapping Band Mortar Slab, Bending Moment, Footing Foundation, Footing Foundation Slab.

Full Text:

PDF

References


Abduh, Natsir, and Gufran Darma Dirawan. 2019. The Effect of Addition of Waste Strapping Band on Gap Graded Concrete. Makassar: Department of Civil Engineering, Bosowa University Makassar, Indonesia.

Aschida, Petronela Chu Melina. 2022. Studi Eksperimen Penggunaan Glass Fiber dan Strapping Band Sebagai Bahan Pengganti Tulangan Baja pada Pembuatan Pondasi Telapak Precast untuk Konstruksi Wilayah Pantai. Pontianak: Fakultas Teknik Jurusan Teknik Sipil Universitas Tanjungpura.

ASTM Standard C 33. 2003. Standard Specification for Concrete Aggregates. (ASTM C 33). USA : ASTM Internasional.

ASTM Standard C 469-94. 2005. Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression (ASTM C 494-94). USA : ASTM International.

Badan Standarisasi Nasional. 1990. Metode Pengujian Kadar Air Agregat. SNI-03-1971-1990. Jakarta :Badan Standarisasi Nasional.

Badan Standarisasi Nasional. 1990. Metode Pengujian Tentang Analisa Saringan Agregat Halus dan Kasar. SNI-03-1968-1990. Jakarta :Badan Standarisasi Nasional.

Badan Standarisasi Nasional. 1991. Tata Cara Perhitungan Struktur Beton untuk Bangunan Gedung. SK-SNI-T-15-1991-03. Jakarta :Badan Standarisasi Nasional.

Badan Standarisasi Nasional. 2002. Spesifikasi Agregat Ringan Batu Cetak Beton Pasangan Dinding. SNI-03-6821-2002. Jakarta : Badan Standarisasi Nasional.

Badan Standarisasi Nasional. 2002. Spesifikasi Bahan Bangunan. SNI 03-6861.1-2002. Jakarta : Badan Standarisasi Nasional.

Badan Standarisasi Nasional. 2008. Cara Uji Berat Jenis dan Penyerapan Air Agregat Halus. SNI-03-1970-2008. Jakarta : Badan Standarisasi Nasional.

Badan Standarisasi Nasional. 2008. Cara Uji Slump Beton. SNI-1972-2008. Jakarta : Badan Standarisasi Nasional.

Badan Standarisasi Nasional. 2011. Cara Uji Kuat Tekan Beton dengan Benda Uji Silinder. SNI-1974-2011. Jakarta : Badan Standarisasi Nasional.

Badan Standarisasi Nasional. 2011. Metode Pengujian Kuat Lentur dengan Dua Pembebanan. SNI-4431-2011. Jakarta : Badan Standarisasi Nasional.

Badan Standarisasi Nasional. 2012. Tata Cara Pemilihan Campuran untuk Beton Normal, Beton Berat dan Beton Massa. SNI-7656-2012. Jakarta:Badan Standarisasi Nasional.

Badan Standarisasi Nasional. 2014. Metode Uji Kekuatan Tarik Belah Spesimen Beton Silinder. SNI-2491-2014. Jakarta : Badan Standarisasi Nasional.

Badan Standarisasi Nasional. 2014. Metode Uji Bahan Organik Dalam Agregat Halus untuk Beton. SNI-2816-2014. Jakarta : Badan Standarisasi Nasional.

Badan Standarisasi Nasional. 2016. Metode Uji Densitas, Volume Produksi Campuran dan Kadar Udara (Gravimetrik) Beton. SNI-1973-2016. Jakarta : Badan Standarisasi Nasional.

Badan Standarisasi Nasional. 2019. Persyaratan Beton Struktural untuk Bangunan Gedung dan Penjelasan. SNI-2847-2019. Jakarta : Badan Standarisasi Nasional.

Bargess, Moch Fadhli., Lesmana, Cindrawaty., Tallar, Robby Yusac. 2008. Analisis Struktur Bendung Dengan Metode Elemen Hingga. Bandung :Universitas Maranatha.

Felany, Duan. 2004. Tinjauan Kuat Desak dan Kuat Tarik Belah Beton dengan Penambahan Serat Tali Beneser. Surakarta: Fakultas Teknik Universitas Sebelas Maret.

Firdiansya, Derry. 2020. Studi Eksperimen Penggunaan Serat Kaca Sebagai Bahan Pengganti Tulangan Pada Pembuatan Pelat Mortar (Glassfibre Reinforced Cement) Untuk Konstruksi Wilayah Pantai. Pontianak: Fakultas Teknik Jurusan Teknik Sipil Universitas Tanjungpura.

Handayani, Noviyanthy, and Norseta Ajie Saputra. Concrete Strength Characteristics with the Addition of Polypropylene Fiber from Strapping Band Material. ICIC 2020: Proceedings of the 1st International Conference on Islamic Civilization, ICIC 2020, 27th August 2020, Semarang, Indonesia. European Alliance for Innovation, 2020.

Kartini, Wahyu. 2007. Penggunaan Serat Polypropylene untuk Menigkatkan Kuat Tarik Belah Beton. Surabaya: Jurusan Teknik Sipil UPN Veteran Jatim.

Khairizal, Yuri. dkk. 2015. Pengaruh Penambahan Serat Polypropylene Terhadap Sifat Mekanis Beton. Pekanbaru: Fakultas Teknik Universitas Riau Kampus Bina Widya.

Khory, G.A. 1992. Compressive Strength Of Concrete At High Temperatures: A Reassessment, Mag. Concr. Res., vol. 44, no. 161, pp. 291–309.

Malhotra, H. L. 1956. H. L. Malhotra, The Effect Of Temperature On The Compressive Strength Of Concrete, Mag. Concr. Res., vol. 8, no. 23, pp. 85–94.

Mulyono, Tri. 2004. Teknologi Beton. Yogyakarta: Penerbit Andi.

Neville. A. M. & Brooks J.J. 1987. Concrete Technology, Longman Scientific & Technical. New York.

Perumalsamy N, Balaguru and Shah, Surendra P. 1992. Fiber-Reinforced Cement Composites. Singapore : Mc Graw-Hill.

Rahamudin, Rio Herdianto. dkk. 2016. Pengujian Kuat Tarik Belah dan Kuat Tarik Lentur Beton Ringan Beragregat Kasar (Batu Apung) dan Abu Sekam Padi Sebagau Subsitusi Parsial Semen. Manado : Universitas Sam Ratulangi.

Raphael, Jerome.M. 1984. Tensile Strength of Concrete. ACI J.Proc., vol.81, no.2.

Soroushian P and Z. Bayasi. 1987. Concept of Fiber Reinforced Concrete. Michigan: Dept Of Civil and Environmental Engineering Michigan State University.

Tattersall, G. H. 1991. Workability And Quality Control Of Concrete. New York : CRC Press.

Ximenes, Agostinha. dkk. 2021. Pengaruh Komposisi Campuran Beton dan Jenis Semen Terhadap Kelecakan (Concrete Workability) dan Kuat Tekan Beton. Malang:Universitas Widyagama Malang.

Zuraidah, Safrin. dkk. 2018. Utilization of Strapping Band Waste for Reviewed Mortar Againsts Compressive and Split Tensile Strength. Surabaya: Universitas Dr Soetomoz.




DOI: http://dx.doi.org/10.26418/jts.v23i4.68555

Refbacks

  • There are currently no refbacks.


Copyright (c) 2023 Jurnal Teknik Sipil

 

Jurnal Teknik Sipil Universitas Tanjungpura Indexed by :

http://www.mevjournal.com/mevfiles/indexers/04-ipi.png     

ISSN 1412-3576 (print), 2621-8429 (online)

Published by :

Department of Civil Engineering, Faculty of Engineering, Tanjungpura University

Jl. Profesor Doktor H. Hadari Nawawi, Bansir Laut, Pontianak Tenggara, Kota Pontianak Kalimantan Barat Indonesia 78124
Telp./Fax: +0561-740186
Email: [email protected]

CP: 081256123030-085245045025

Visitor CounterJurnal Teknik Sipil

In its management and publication, this Civil Engineering Journal collaborates with:

1. Masyarakat Hidrologi Indonesia

2. Forum Studi Transportasi Antar Perguruan Tinggi (FSTPT)

 












 

 

 

 

 

 

  MAPS: