VANESA, YUZA GIRA (2022) ANALISIS PERBANDINGAN WAKTU PADA METODE PEKERJAAN SLAB PRECAST DENGAN KOMBINASI SLAB IN SITU PADA PROYEK JALAN TOL CIBITUNG - CILINCING SEKSI IV. S1 thesis, Universitas Mercu Buana Jakarta.
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Abstract
The toll road project, namely the Cibitung-Cilincing toll road, was built + 34 km connecting the Cibitung area, Bekasi Regency, West Java Province, to Cilincing, North Jakarta Municipality, DKI Jakarta Province. This road is divided into 4 (four) work sections. the main construction in this project uses precast concrete slab construction (precast) that rests on the pile structure. The supply of precast concrete slabs is not optimal, so it is necessary to use the Cast In Situ Combination method and replace the precast slab type Impact on project implementation time changes in method Full Slab Precast Work Becomes a Cast In Situ Combination Method. Get a comparative analysis with the implementation work method between Full Slab Precast with a combination of Slab Precast and Cast In Situ Get a comparison analysis of the execution time between Full Slab Precast with a combination of Slab Precast and Cast In Situ. to find out the duration of the use of CPM (Critical Path Method) scheduling time, MS. A project that will display chat bars and s curves on full Slab Precast and cast in situ jobs. From the results of research and data analysis on the comparison of implementation methods between full slab precast and cast in situ combination, there is not too much difference, because the use of slab precast still dominates. the difference in execution time between the two methods is 3 days using the 72 cm cast in situ method requires a longer time of 3 days than the use of full slab precast so, in terms of execution time, full slab precast, saves work time more. this method can be considered and implemented in case of delays in precast slab fabrication so that when determining which method is suitable in a project it is better to review it first as an alternative option in the field, so that later it can produce good quality and the target time can be achieved properly. Keywords : Full Slab Precast, Cast In situ, Time analysi proyek jalan tol yaitu jalan tol Cibitung-Cilincing dibangun + 34 km yang menghubungkan daerah Cibitung, Kabupaten Bekasi, Provinsi Jawa Barat, menuju Cilincing, Kotamadya Jakarta Utara, Provinsi DKI Jakarta. Jalan ini terbagi menjadi 4 (empat) seksi pekerjaan. kontruksi utama pada proyek ini menggunakan konstruksi pelat beton pracetak (precast) yang bertumpu pada struktur tiang pancang.Kurang optimalnya persedian pelat beton pracetak (precast) sehingga mengharuskan untuk menggunakan metode Kombinasi Cast In Situ dan Penggantian tipe slab precast Dampak terhadap waktu pelaksanaan proyek akibat perubahan metode pekerjaan Full Slab Precast menjadi metode Kombinasi Cast In Situ. Mendapatkan analisis perbandingan dengan metode pekerjaan pelaksanaan antara Full Slab Precast dengan kombinasi Slab Precast dan Cast In Situ Mendapatkan analisis perbandingan waktu pelaksanaan antara Full Slab Precast dengan kombinasi Slab Precast dan Cast In Situ. untuk mengatahui durasi pelaksanaan menggunakan waktu penjadwalan CPM (Critical Path Method), MS. Project yang akan menampilkan bar chat dan kurva s pada pekerjaan full Slab Precast dan cast in situ. Dari hasil penelitian dan analisis data pada perbandingan metode pelaksanan antara full slab precast dan kombinasi cast in situ tidak terlalu banyak perbedaan , karena penggunaan slab precast masih mendominasi. Perbedaan waktu pelaksanaan antara kedua metode tersebut sebesar 3 hari penggunaan metode cast in situ 72 cm memerlukan waktu yang lebih lama selama 3 hari dibanding penggunaan full slab precast sehingga, dari segi waktu pelaksanaan, full slab precast, lebih menghemat waktu pekerjaan. metode ini dapat dipertimbangkan dan dilaksanakan apabila terjadi kasus keterlambatan dalam fabrikasi slab precast agar saat menentukan pemakaian metode mana yang cocok didalam suatu proyek alangkah baiknya meninjau terlebih dulu Sebagai opsi alternatif di lapangan, sehingga agar nanti bisa menghasilkan mutu atau kualitas yang baik dan target waktu bisa tercapai dengan baik. Kata kunci : Full Slab Precast, Cast In situ, Analisis waktu
| Item Type: | Thesis (S1) |
|---|---|
| Call Number CD: | FT/SIP. 22 008 |
| NIM/NIDN Creators: | 41118010106 |
| Uncontrolled Keywords: | Full Slab Precast, Cast In situ, Analisis waktu |
| Subjects: | 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 620.1-620.9 Standard Subdivisions of Engineering and Applied Operations/Subdivisi Standar Dari Ilmu Teknik dan operasi Terapan 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil |
| Divisions: | Fakultas Teknik > Teknik Sipil |
| Depositing User: | Dede Muksin Lubis |
| Date Deposited: | 16 Jun 2022 03:04 |
| Last Modified: | 16 Jun 2022 03:04 |
| URI: | http://repository.mercubuana.ac.id/id/eprint/63453 |
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