Avissena, Moh. Yusuf Hasbi (2014) Desain Permodelan Dinding Beton Ringan Precast Rumah Tahan Gempa Berbasis Knockdown System. Undergraduate thesis, Institut Teknologi Sepuluh November.
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Abstract
Indonesia terletak di daerah dengan intensitas gempa bumi tinggi
sehingga rawan terjadi musibah gempa dikarenakan bertemunya
tiga lempeng tektonik utama dunia. Sebagai solusi atas kerusakan
rumah warga akibat gempa, Pemerintah membuat posko
pengungsian sementara untuk warga. Dampak buruk terjadi
ketika korban musibah gempa terlalu lama tinggal di pengungsian
sehingga muncul permasalahan baru seperti permasalahan
kesehatan dan sanitasi yang membuat kondisi korban musibah
gempa semakin memburuk. Oleh karena itu dibutuhkan sebuah
rumah tahan gempa, cepat bangun dan aman digunakan untuk
masyarakat agar tidak lama tinggal di pengungsian sehingga
dampak negatif akibat terlalu lama tinggal di pengungsian dapat
dikurangi. Desain rumah sederhana cepat bangun ini dimodelkan
dengan menggunakan bantuan software SAP2000 dengan respon
spektrum gempa didapat dari Kota Padang Sidempuan sebagai
wilayah dengan intensitas gempa tinggi. Selain itu juga digunakan
beton ringan pracetak dari material Autoclaved Aerated Concrete
f’c 11 MPa serta sistem bongkar pasang untuk memudahkan dan
mempercepat waktu pelaksanaan. Hasil yang diperoleh yaitu
digunakan dinding panel dengan dimensi 150 cm x 100 cm, tebal
15cm dengan tulangan vertikal dan horizontal D10-100.
Digunakan ringbalk dan sloof dengan dimensi 15 cm x 20 cm
dengan tulangan utama 4 D10 dan sengkang ф6-80. Untuk
pondasi digunakan pondasi telapak dimensi 100 cm x 100 cm x 20 cm dengan tulangan 8 D13. Kolom pondasi menggunakan
tulangan 12 D8 dengan sengkang ф10-100. Adapun sambungan,
digunakan pelat baja t 6 mm BJ 37 dengan bentuk yang telah
direncanakan. Digunakan juga angkur baut BJ 50 diameter 12
mm sebagai penghubung antar elemen precast.
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Indonesia is located in an area with a high intensity earthquake.
It is occurred due to the convergence of three major tectonic
plates of the world. As a solution to the destruction of homes due
to the earthquake, the Government made a temporary evacuation
shelters for citizens. The adverse effects occurred when the
earthquake victims living in camps for too long so that new
problems arise such as health and sanitation issues that make the
victim's earthquake condition worse. As a solution, they need
earthquake resistant house, quickly got up and safe to use for
people in refugee camps to reduce the negative impact of too long
living in refugee camps. Design of this simple house is modeled
with the help of software SAP 2000 and the response spectrum
earthquake is in the city Padang Sidempuan as a region of high
seismic intensity. In addition, all of element use precast
lightweight concrete material Autoclaved Aerated Concrete f'c 11
MPa based on knockdown systems to facilitate and speed up the
execution time. The results obtained are used wall panels with
dimensions of 150cm x 100cm x 15cm with the wertical and
horizontal main reinforcement D10-100. The sloof beam and ring
beam use main reinforcement 4D10 and crossbar ф6-80. For the
base foundation, the dimensions is 100cm x 100cm x 20 cm, with
the main reinforcement 8D13. And the column of foundation use
the main reinforcement 12 D13 with the crossbar ф6-100. And for the connector of every precast element use the t 6mm steel BJ
37 by the shaped that have been designed. And also use the bolt
diameter 12 mm BJ 50 as an anchor to each precast element.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSS 693.852 Avi d 3100014057548 |
| Uncontrolled Keywords: | Beton Precast, Tahan Gempa, Knockdown System |
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) > TA683 Precast concrete construction. Prestressed concrete construction. |
| Divisions: | Faculty of Civil Engineering and Planning > Civil Engineering > 22201-(S1) Undergraduate Thesis |
| Depositing User: | Yeni Anita Gonti |
| Date Deposited: | 18 Dec 2020 05:35 |
| Last Modified: | 18 Dec 2020 05:35 |
| URI: | http://repository.its.ac.id/id/eprint/82314 |
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