Rayendra, Muhammad (2018) Perencanaan Elevated Bridge Pada Ruas Jalan Tol Jakarta - Cikampek II Menggunakan Segmental Concrete Box Girder Dengan Metode Balanced Cantilever. Other thesis, Institut Teknologi Sepuluh Nopember.
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Abstract
Jalan Tol Jakarta – Cikampek II Elevated merupakan jalan layang yang menghubungkan wilayah Jakarta dengan Cikampek sepanjang 38 km yang merupakan bagian dari Jalan Tol Trans Jawa. Jalan tol elevated ini memiliki track yang sama dengan jalan tol eksisting yang telah ada sebelumnya. Volume lalulintas kendaraan yang melalui jalan tol ini semakin meningkat dan sudah melebihi batasnya,hal ini melatarbelakangi pembangunan Jalan Tol Jakarta Cikampek II Elevated. Jalan tol ini menggunakan metode balanced cantilever dengan launching gantry sehingga tidak akan mengganggu aktifitas lalu lintas kendaraan yang sedang berlangsung. Dalam tugas akhir ini, dilakukan perancangan struktur elevated bridge pada ruas Jalan Tol Jakarta – Cikampek II menggunakan struktur segmental concrete box girder. Jalan tol yang akan dibahas ini mempunyai panjang 45 meter dengan 2 jalur. Masing – masing jalur mempunyai lebar 11 meter dengan gap antar jalur 80 cm. Sehingga memiliki total lebar jalan elevated adalah 22,8 m. Perancangan struktur jembatan ini berpedoman pada beberapa standar peraturan yang ada. Untuk pembebanan jembatan beton mengacu pada SNI 1725-2016, perencanaan struktur jembatan beton disesuaikan dengan RSNI T-12-2004 dan referensi buku “Post-Tensioned Box Girder Design Manual” yang berpedoman pada AASHTO LRFD yang terdiri dari beberapa elemen struktur yaitu box girder. Analisa struktur yang dilakukan meliputi analisa rasio penampang struktur box girder dan desain detail prestressing.
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Jakarta-Cikampek highway in section II Elevated is a flyover connecting Jakarta to Cikampek along 38 km which is part of Trans Java Toll Road. This elevated highway has the same track as the existing toll road. The traffic volume of vehicles passing through this toll road has increased and already exceeded its limits, this is behind the development of Jakarta Cikampek II Elevated Toll Road. This toll road uses the balanced cantilever method by launching Gantry so that it will not interfere with ongoing vehicle traffic activities. In this final project, created a design of elevated bridge structure in Jakarta - Cikampek II toll road segmental concrete box girder. The toll road that will be discussed has a length of 45 meters with 2 lanes. Each lane has a width of 11 meters with a gap between lines of 80 cm. So, a total of elevated road width is 22.8 m. The design of this bridge structure is guided by several existing regulatory standards. For the loading of concrete bridge refers to SNI 1725-2016, the planning of concrete bridge structure is adjusted with RSNI T-12-2004 and reference book "Post-Tensioned Box Girder Design Manual" based on AASHTO LRFD consisting of several structural elements that is box girder. The structural analysis includes the analysis of girder box section ratios and prestressing detail design.
| Item Type: | Thesis (Other) |
|---|---|
| Uncontrolled Keywords: | beton prategang, prestressing, box girder, metode balanced cantilever, precast segmental pier |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA683 Precast concrete construction. Prestressed concrete construction. T Technology > TG Bridge engineering |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | muhammad rayendra |
| Date Deposited: | 15 Jul 2024 07:31 |
| Last Modified: | 15 Jul 2024 07:31 |
| URI: | http://repository.its.ac.id/id/eprint/56445 |
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