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Title: | Analisis Perbaikan Struktur Dermaga Pelabuhan Dumai |
Other Titles: | Analysis of Dumai Harbor Pier Structure Improvement |
Authors: | Ardiyanto |
metadata.dc.contributor.advisor: | Irwan Hermansyah |
Keywords: | dermaga;pelat lantai;perbaikan struktur;dock;floor plate;structure repair |
Issue Date: | 31-Mar-2022 |
Publisher: | Universitas Medan Are |
Series/Report no.: | NPM;178110129 |
Abstract: | Dermaga yang selalu menerima beban baik beban lateral maupun beban vertikal yang menyebabkan struktur dermaga mengalami penurunan kekuatan fungsinya. Sehingga struktur dermaga perlu dilakukakan pemeliharaan yang merupakan upaya dalam mempertahankan kelayakan dermaga dalam beroperasi. Penelitian ini dilakukan dengan tujuan untuk mengetahui tebal efektif pada pelat lantai dermaga serta mengetahui metode perbaikan struktur pada dermaga yang berlokasi di pelabuhan Dumai Provinsi Riau. Dalam penelitian ini, penulis melakukan beberapa analisa, antara lain tebal pelat lantai, diameter tulangan, serta mutu beton yang digunakan, pengamatan dilakukan dengan cara mengambil data di lapangan, perusahaan, serta beberapa referensi dari literatur yang ada. Hasil dari penelitian ini adalah tebal efektif pelat lantai = 239 mm sedangkan tebal pelat lantai dermaga yang telah dibangun adalah 300 mm, kesimpulan dari penilitian ini adalah, mutu beton, tulangan dan tebal pelat lantai sangat mempengaruhi terhadap lendutan yang terjadi, semakin besar tulangan dan ketebalan pelat maka semakin kecil lendutan yang terjadi. The wharf always receives both lateral and vertical loads which causes the pier structure to experience a decrease in strength. Precisely the pier needs some maintenance which is the best effort on the pier right out front. This research was conducted with the aim of knowing the effectiveness of the pier floor slab and knowing the method of repairing the structure on the pier located at Dumai port, Riau Province. In this study, the authors carried out several analyzes, including thick floor slabs, diameter of reinforcement, and the quality of the concrete used, observations were made by taking data in the field, companies, as well as several references from the existing literature. The results of this study are the effective thickness of the floor slab = 239 mm while the thickness of the pier floor slab that has been built is 300 mm, the conclusion of this research is, the quality of concrete, reinforcement and floor slab thickness greatly affect the loan that occurs, the greater the reinforcement and thickness plate, the smaller the loan that occurs. |
Description: | 65 Halaman |
URI: | https://repositori.uma.ac.id/handle/123456789/17228 |
Appears in Collections: | SP - Civil Engineering |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
178110129 - Ardiyanto Fulltext.pdf | Cover, Abstract, Chapter I, II, III, V, Bibliography | 1.41 MB | Adobe PDF | View/Open |
178110129 - Ardiyanto Chapter IV.pdf Restricted Access | Chapter IV | 195.29 kB | Adobe PDF | View/Open Request a copy |
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