KARAKTERISTIK UJI PROPERTIS DAN CAMPURAN BETON NORMAL
Abstract
Normal concrete is another building material that is most widely used in the construction industry. Concrete is meant by reinforcing steel (wire, woven wire) in the concrete cross-section to improve tensile and flexural resistance. The concrete section transfers tensile stress to the reinforcing steel section, which has better tensile strength. Polymer materials that are more resistant to rust can also be used as reinforcement materials. Basically, concrete is made from a mixture of aggregates (fine and coarse), cement, water, and additives. In a concrete mix, the fine and coarse aggregates are bound to the cement matrix. The cement reaction between water and minerals in cement produces a strong matrix, holds the aggregate in place and gives the concrete compressive strength properties. In the current industrial era, material selection for a normal concrete feasibility test is quite challenging due to finding quality materials. Through a series of material feasibility tests for normal concrete mixtures, it is hoped that quality control will be in the use of superior materials. This research was conducted at the Laboratory of PT Jaya Beton Indonesia. Based on the properties test data on the aggregate and concrete materials, it can be concluded that the aggregate materials have met the specifications of the Indonesian National Standard and IJASE. So that the material can be used in the normal concrete mix plan stage (job mix formula) regarding the provisions of the grain gradation using the normal concrete manufacturing method listed in SNI 7656 of 2012 concerning Procedures for Making Normal Concrete. From the results of the trial mix of concrete in Table 20, the authors decided to use the concrete quality f'c 30 MPa with consideration of the effects of the compressive strength of the concrete being relatively stable in terms of deviation.
Keywords: test aggregate properties, normal concrete aggregates, material characteristics, concrete mix
Full Text:
PDFReferences
ACI 318M-14. (2019) Building Code Requirements for Structural Concrete. American Concrete Institute ASCE. (2010). Minimum Design Loads for Buildings and Other Structures, ASCE 7-10. American Society of Civil Engineers. Setiawan, A., Hidayat, I. (2013). Experimental Study on Epoxy Polystyrene as a Partial Substitution of Fine Aggregate of Concrete Mixture. Asian Journal of Civil Engineering (BHRC) Vol 14. No.6. pp. 849-858 Standar Nasional Indonesia. (1989). Spesifikasi Bahan Bangunan Bagian A (Bahan Bangunan Bukan Logam). SK SNI S-04-1989-F. Yayasan LPMB. Standar Nasional Indonesia. (1990). Metode Pengujian Berat Jenis dan Penyerapan Air Agregat Halus. SNI 03-1970-1990 (hal. 1-5). Badan Standarisasi Nasional. Standar Nasional Indonesia. (1990). Metode Pengujian Tentang Analisis Saringan Agregat Halus dan Kasar. SNI 03-1968-1990 (hal. 1-5). Badan Standarisasi Nasional. Standar Nasional Indonesia. (1996). Metode Pengujian Jumlah Bahan dalam Agregat. SNI 03-4142-1996 (hal. 1-6). Badan Standarisasi Nasional. Standar Nasional Indonesia. (1998). Metode Pengujian Bobot Isi dan Rongga Udara dalam Agregat. SNI 03-4804-1998 (hal. 1-6). Badan Standarisasi Nasional. Standar Nasional Indonesia. (2008). Cara Uji Berat Jenis dan Penyerapan Air Agregat Halus. SNI 1970:2008 (hal. 1-12). Badan Standardisasi Nasional. Standar Nasional Indonesia. (2008). Cara Uji Berat Jenis dan Penyerapan Air Agregat Halus. SNI 1970:2008 (hal. 1-12). Badan Standarisasi Nasional. Standar Nasional Indonesia. (2008). Cara Uji Berat Jenis dan Penyerapan Air Agregat Kasar. SNI 1969:2008 (hal. 1-10). Badan Standardisasi Nasional. Standar Nasional Indonesia. (2008). Cara Uji Keausan Agregat Dengan Mesin Abrasi Los Angeles. SNI 2417:2008 (hal. 1-9). Badan Standarisasi Nasional. Standar Nasional Indonesia. (2008). Cara Uji Slump Beton. SNI 1972:2008 (hal. 1-5). Badan Standardisasi Nasional. Standar Nasional Indonesia. (2011). Cara Uji Kuat Tekan Beton dengan Benda Uji Silinder. SNI 1974-2011. Departemen Pekerjaan Umum Republik Indonesia. Standar Nasional Indonesia. (2012). Tata Cara Pembuatan Rencana Campuran Beton Normal. SNI 7656-2012. Departemen Pekerjaan Umum Republik Indonesia.Sukirman, Silvia. (2012). Beton Aspal Campuran Panas. Bandung: penerbit Itenas Standar Nasional Indonesia. (2015). Semen Portland. SNI 2049:2015 (hal. 1-139). Badan Standardisasi Nasional. Standar Nasional Indonesia. (2019). Persyaratan Beton Struktural Untuk Bangunan Gedung dan Penjelasan . SNI 2847:2019 (hal. 655-695). Badan Standarisasi Nasional. Wicaksono, Imam Agung. 2005. Tinjauan Permeabilitas Beton Kedap Air Sistem Integral dengan Bahan Tambah Cebex-031 dan Conplast-X421M. Tugas Akhir. Jurusan Teknik Sipil Fakultas Teknik Universitas Sebelas Maret Surakarta. Tjokrodimuljo, Kardiyono. 1996. Teknologi Beton Yogyakarta: Biro PenerbitKeluarga Mahasiswa Teknik Sipil, Universitas Gadjah Mada