21-4 6890

Evaluasi Terhadap Penggunaan Perancah Baja Modifikasi sebagai Penopang Sementara untuk Struktur Transfer Beam Column (Studi Kasus Proyek Tunjungan Plaza 6 Surabaya)

EVALUATION OF MODIFICATED STEEL SCAFFOLD APPLICATION AS A TEMPORARY SUPPORT FOR THE TRANSFER BEAM COLUMN STRUCTURE (CASE STUDY : TUNJUNGAN PLAZA 6 PROJECT IN SURABAYA)

Herdhyasmara Rizki Nugraha

University of Jember

Syamsul Arifin

University of Jember

Winda Tri Wahyuningtyas

University of Jember

DOI: https://doi.org/10.19184/jrsl.v2i01.6890

Keywords: modificated steel scaffold, efficiency, cost product, perancah baja modifikasi, efisiensi, biaya produksi

ABSTRACT

Scaffolding is one of the important components in the concrete job. Its role of supporting the work of concrete, the structure of scaffold should be taken into account appropriately. Failure in planning of the scaffold will result disturb on a concrete job. Along with the development of the times, the construction services company developed a method in the work of the scaffolding. One example that is replace the scaffolding with steel profiles. The purpose of the advent of modificated steel scaffold is to allow the structure of the scaffold to be able to sustain a larger burden compared with the structure of the scaffolding. Behind the goals to be achieved, there is the risk that may occur. For example, swelling costs resulting from the use of steel profiles for the components of the structure of the scaffold. Therefore, must to be evaluated so as to achieve greater efficiency in terms of steel profile dimensions as well as the cost product of use modificated steel scaffold. Modificated steel scaffold in Tunjungan Plaza 6 projects were used to shore up the structure Transfer Beam named megatruss. From the results of this research obtained efficiency of steel profile dimensions for the scaffold structure. So obtained also the efficiency to cost product the use of scaffolding megatruss is equal of 20,05%.

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PUBLISHED
2018-07-05

ISSUE
Vol. 2 No. 1 (2018)

SECTION
Articles

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