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Hastanto SM
Sekolah Tinggi Teknik PLN
Civil Engineering, Building, Construction & Architecture Energy Engineering Industrial & Manufacturing Engineering Mechanical Engineering

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PERBANDINGAN BIAYA DAN DURASI PELAKSANAAN PEKERJAAN BEKISTING MULTIPLEKS DAN BATAKO PADA PEKERJAAN PILE CAP PROYEK DOUBLE – DOUBLE TRACK STASIUN MANGGARAI Hastanto SM; Gilang Yulianto
FORUM MEKANIKA Vol 6 No 1 (2017): JURNAL FORUM MEKANIKA
Publisher : Sekolah Tinggi Teknik - PLN

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1842.214 KB) | DOI: 10.33322/forummekanika.v6i1.619

Abstract

Selection of a method is very important in the implementation of a construction project, because the right method can give maximum results, especially in terms of cost and time. For example the method of pile cap formwork where there are various methods such as conventional formwork, multiplex formwork, bekako batako, fiberglass formwork and knock down formwork. In this study, comparative cost and duration of multiplex formwork and brick to accumulate Manggarai station work station, by searching the area and volume of both methods. To calculate the cost of using HSP Regulation of the Minister of Public Works No.11 / PRT / M / 2013 by using unit price of materials and wages in DKI Jakarta, while for the period is calculated based on the coefficient of the two methods (OH). The results of this study obtained multiplex formwork cost for six times the use of Rp. 1.494.595.028 while the cost of building a brick is Rp. 2.298.269.374,84 more efficient 34.97% of the cost of making multiplex formwork and for the duration of the implementation of the formwork multiplex 46.69% faster than the brick formwork seen on the pylon P4 is 4.03 days and formwork brick 7.56 day.
STUDI KASUS PERUBAHAN LETAK DAN PONDASI TOWER CRANE STATIC MENJADI TOWER CRANE CLIMBING PADA PROYEK AT DISTRICT 8 SENOPATI JAKARTA SELATAN Hastanto SM; Ratu Gudam Fadhevi
FORUM MEKANIKA Vol 5 No 1 (2016): JURNAL FORUM MEKANIKA
Publisher : Sekolah Tinggi Teknik - PLN

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (3296.441 KB) | DOI: 10.33322/forummekanika.v5i1.641

Abstract

The success of a project can be measured on two things, namely the benefits and timelines of the projectcompletion (Soeharto,1997). Both depend on careful planning of the implementation method of use andscheduling tool. The implementation of construction is working using heavy equipment required accurateplanning in order to achieve a project with costs and optimal execution time. Therefore, an analysis of theusage of heavy equipment used is needed, so it can produce proper alternative heavy equipment for theconstruction project. On the development project district 8 Senopati apartments and office tower, SouthJakarta found a problem on one of the tower crane static productivity because it is considered to have a smalland minimal availability section that takes a long time for jacking up, of course, it impedes the progress of theproject, to overcome, the most appropriate step is to move and transform these into climbing tower crane.This research will analyze the most effective position for the tower crane climbing, then the beam must bechecked if it is must be redesigned. After the analysis concluded that the static tower crane converted into aclimbing tower crane void switching positions in buildings area with a beam analysis does not require specialreinforcement.
Co-Authors Gilang Yulianto Ratu Gudam Fadhevi