Desain Modifikasi Apartemen One East Dengan Menggunakan Precast Dual System Sesuai Dengan Peraturan ACI 318M-14

Susanto, Vincentius Felix (2018) Desain Modifikasi Apartemen One East Dengan Menggunakan Precast Dual System Sesuai Dengan Peraturan ACI 318M-14. Undergraduate thesis, Institut Teknologi Sepuluh November.

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Abstract

Beton pracetak merupakan metode yang digunakan pada perancangan bangunan selain cara pengecoran dengan metode konvensional. Seiring dengan perkembangannya, metode pracetak kini semakin banyak digunakan. Tingkat kecepatan pembangunan dan kontrol kualitas merupakan keunggulan utama metode pracetak. Perencanaan Gedung Apartemen One East Surabaya pada kondisi sebenarnya dirancang menggunakan metode konvensional dengan ketinggian 33 lantai dan 3 buah basement. Dalam tugas akhir ini, gedung tersebut akan dilakukan perancangan menggunakan metode pracetak. Pemilihan metode pracetak didasari oleh kecepatan pelaksanaan, kontrol kualitas mutu yang tinggi, ramah lingkungan, serta pengurangan jumlah tenaga kerja. Metode pracetak diterapkan pada elemen-elemen struktur primer, seperti pelat, balok, tangga, kolom dan shearwall. Dalam perencanaan struktur pada tugas akhir ini, metode menggunakan peraturan seperti perencanaan beton secara konvensional sesuai dengan SNI 2847:2013, PCI Handbook dan beberapa referensi lainnya. Selain perencanaan elemen struktur sendiri, perlu dilakukan perencanaan sambungan untuk menyambungkan elemen-elemen tersebut. Metode penyambungan yang digunakan berdasarkan dari beberapa sumber seperti, produk dari Peikko Group, dan jurnal “Horizontal Connection for Precast Concrete Shear Wall Subjected to Cyclic Deformations”. Analisis perhitungan sambungan pada balok berdasarkan pada kekuatan aksial sambungan yang dibandingkan dengan kekuatan tulagan setelah mengalami leleh serta panjang penyaluran. Untuk analisa kekuatan sambungan pada kolom dan shearwall, digunakan peraturan ACI 318M-14 dimana nilai ϕSn ≥1,4 Se sedangkan ϕMn ≥0,4 Mpr. ================================================================================================================= Precast concrete method is one of method that has been used in designing a building besides conventional method using in-situ cast concrete. Along with technology development, this method recently more applied in building construction. High processing speed and quality control of the concrete are the main advantages of precast concrete method One East Apartment has been designed by using conventional method, with cast in-situ concrete, with building height 33 floors and 3 basements. In this final project, this building will be designed using precast concrete method. The selection of this method is based on speed of building process, high quality-control, eco-friendly and also reduction of worker in site. This method is used on primary and secondary structure element such as slabs, beams, stairs, columns and also shear-walls. In this structure planning, writer using some provision such as planning of concrete conventional method according to SNI 2487:2013, PCI’s Handbook and some of other references. Besides main structural planning, writer should consider planning connection which connect those precast structure. The connection method that used by writer based on some references, such as Peikko Group product and “Horizontal Connection for Precast Concrete Shear Wall Subjected to Cyclic Deformation” journal. This connection planning analysis on beam based on axial strength of connection compared to rebar strength after yielding and length of development. In planning connection strength in column, ACI 318M-14 is used which is ϕSn should be greater than 1,4 Se while ϕMn should not be less than 0,4 Mpr.

Item Type: Thesis (Undergraduate)
Uncontrolled Keywords: Beton Pracetak, Dinding geser Pracetak, Sambungan Pracetak Tahan Gempa, Strong Connection, Apartemen One East, ACI 318M-14, Precast Concrete, Precast Shear-Wall, Precast Connection Earthquake-proof, Strong Connection, One East Apartment, ACI 318M:14
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA645 Structural analysis (Engineering)
Divisions: Faculty of Civil Engineering and Planning > Civil Engineering > (S1) Undergraduate Theses
Depositing User: Vincentius Felix Susanto
Date Deposited: 27 Mar 2018 03:19
Last Modified: 27 Mar 2018 03:57
URI: http://repository.its.ac.id/id/eprint/50157

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