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All Journal JUITECH: Jurnal Ilmiah Fakultas Teknik Universitas Quality
Laia, Fiber
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Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Control & Systems Engineering Engineering Industrial & Manufacturing Engineering Transportation

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ANALISIS SCAFFOLDING PADA TAHAP PELAKSANAAN PENGECORAN STRUKTUR HOPPER DENGAN METODE ELEMEN HINGGA Tarigan, Valentana Ardian; Laia, Fiber
JUITECH: Jurnal Ilmiah Fakultas Teknik Universitas Quality Vol 7, No 2 (2023): Volume 7 No 2 Tahun 2023
Publisher : Universitas Quality

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36764/ju.v7i2.1128

Abstract

The use of scaffolding as a tool in the implementation of concrete casting in reinforced concrete structure buildings requires precise analysis and calculations so that in the implementation it can avoid failures in the implementation of structures and in preventing work accidents that can result in fatalities. Determination of the dimensions of the scaffolding that are safe on the structure, the right scaffolding model for safe implementation and knowing the location of the large stress on the scaffolding. The research method is carried out by adjusting the data to the dimensions of the Hopper structure, the parameters used according to the loading regulations and the analysis of the structure. Standard scaffolding used in the field module 1.2 m x 1.2 m is safe against design loading. The use of double bracing is highly recommended and the pipe size used is 76 mm in diameter.
PERKUATAN BANGUNAN EKSISTING AKIBAT TERJADINYA DIFFERENTIAL SETTLEMENT PADA PONDASI Tarigan, Valentana Ardian; Panggabean, Immanuel Panusunan Tua; Laia, Fiber
JUITECH: Jurnal Ilmiah Fakultas Teknik Universitas Quality Vol 8, No 2 (2024): Vol 8 No 2 2024
Publisher : Universitas Quality

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36764/ju.v8i2.1427

Abstract

Differential settlements of foundations in buildings often results in building damage. The first damage appears on the architectural part and then as the difference in settlement increases, it will start to attack the structural part. This increase certainly results in harm to building users. Buildings that use shallow foundations can generally be divided into causes based on soil parameters, soil load on the foundation and the cross-sectional shape of the foundation. Shallow foundations according to Terzaghi, the soil parameters that influence them are the coefficient of cohesion and friction angle plus the specific gravity of the soil which supports the load coming from the building. The foundation cross-section factor is influenced by the depth and width of the cross-section whether it is square, round or continuous. The oblique crack pattern that occurs in the building walls is an indication of differences in settlement in the foundation. This research was carried out by carrying out crack patterns that indicate foundation settlement, analyzing the causes of foundation settlement, and carrying out calculation analysis to determine the strengthening method. The method is carried out by collecting data on the dimensions of the building structure and compiling the parameters used according to loading regulations. The decline was caused by new embankments which were directly loaded and primary consolidation had not been completed, low soil bearing capacity in the surface layer, additional load from the design load.
Co-Authors Panggabean, Immanuel Panusunan Tua Tarigan, Valentana Ardian