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Metro Kapsul Smart Public Transportation System

Prof. Mulyo Widodo Kartidjo

Institut Teknologi Bandung

Proses Sertifikasi Produk Industri

A lot of big cities was not designed in the beginning for having a good public transportation system.

Most of the system was planned on the existing road, therefore by the increasing number of private

vehicles on the road the traffic become heavily congested.

Jakarta - Indonesia Ho Chi Min City - Vietnam

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Angkutan Kota - Bogor Busway TransJakarta - Jakarta

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Turning Radius

15 meter

Slope Maximum

8 %

Suitable for already

crowded cities

Flexible Ridership

Elevated

Track

2,000 – 12,000

passenger/hour

Relatively low

cost of

investment

Can be as a Feeder

or Main Line

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The cost structure of

Monorail or Light Rail

system, mostly

dominated by the

construction cost of

Elevated Guide way

Structure, consist of

Track Girder, Column and

Foundation.

To make the construction

cost of that elevated

guide way structure

cheaper, the load on that

elevated guide way

should be made lighter.

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In order to be able to reduce the construction cost of Elevated Track, the

load on the elevated track has to be made lighter.

It can be done by controlling the trains outside stations, only 1 (one) train

can be put on one track girder, therefore the load on the track girder can be

made lighter.

(International Patent PCT/SG2015/050370)

(Indonesia Patent ID P000201405996)

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Proses Pengembangan Produk Industri


Homologation (from the verb homologate, meaning "to approve or confirm

officially") is the process of certifying or approving a product to indicate that it

meets regulatory standards and specifications, such as safety and technical

requirements.

Standard

Pengujian

Metode

Pengujian

Pengujian

Sertifikasi

Otoritas Pelaksana Produk


Klasifikasi

Produk

Kementerian

Perhubungan

BPPT

B2TKS Metro Kapsul

Kementerian

Perhubungan

BPPT

B2TKS

ITB FTMD

Pengujian Beban Statis Body Metro Kapsul

Pengujian Lelah Struktur Bagian Bawah Metro Kapsul

Simulasi Crashworthiness

Pengujian Performance

Pengujian Sistem Kontrol & Signalling

Tikungan

Braking

Maksimum Kecepatan

Maksimum Tanjakan


Proses Sertifikasi Produk Metro Kapsul

1

2

3

4

5

Metoda pengujian uji statis pembebanan yang dilakukan untuk Metro Kapsul disusun bersama

antara beberapa fihak yaitu:

• Kementerian Perhubungan melalui Direktorat Jendral Perkeretaapian

• BPPT melalui B2TKS ( Balai Besar Teknologi Kekuatan Struktur)

• ITB melalui FTMD (Fakultas Teknik Mesin & Dirgantara)

Dokumen uji statis pembebanan dimaksudkan untuk memenuhi Peraturan Menteri No.13

Tahun 2011 Pasal 12 ayat 2 (f) dan Peraturan Menteri 175 Tahun 2015 (PM 175) dengan

beberapa penyesuaian

Penyesuaian dilakukan dengan mengkombinasikan dan mengadopsi aturan yang tercantum

pada PM 175 Tahun 2015 dan standar JIS E7105 tentang metode uji statis badan kereta.

Pengujian Beban Statis Body Metro Kapsul 1

Tabel 7.2 Nilai defleksi hasil pengujian

Pengujian Beban Statis Body Metro Kapsul 1

Tujuan dilakukan pengujian lelah pada struktur bagian bawah, adalah:

a. Memperoleh metode pembebanan lelah pada komponen-komponen struktur

bagian bawah Metro kapsul berdasarkan standar BS EN 13749:2011.

b. Memperoleh fatigue Life dari komponen-komponen struktur bagian bawah

Metrokapsul, untuk keperluan internal perusahaan.

Pengujian Lelah Struktur Bagian Bawah Metro Kapsul 2

BS EN 15227:2008

Pada standar ini, metro kapsul termasuk dalam kategori C-II yang merupakan kategori

untuk kendaraan perkotaan di rel tanpa ada interaksi dengan lalu lintas.

Simulasi dilakukan dengan menggunakan software LS-Dyna

Simulasi Crashworthiness 3

PENUMPANG

Pengujian Beban Statis Body Metro Kapsul

Pengujian Lelah Struktur Bagian Bawah Metro Kapsul

Simulasi Crashworthiness

Pengujian Performance

Pengujian Sistem Kontrol & Signalling

Tikungan

Braking

Maksimum Kecepatan

Maksimum Tanjakan


Proses Sertifikasi Produk Metro Kapsul

1

2

3

4

5

Pengujian Sistem Kontrol & Signalling 5


Konsep Operasional Metro Kapsul



Konsep Operasional Platooning



Sistem Sensor pada Driverless Car



Konsep Head Way Calculation - Siemens

For the follower train, they have to follow the rules as follows:

Rule #1 If the distance to the front train is more than 4 Sub-Block, increase the speed until the distance to the front train is equal

to 4 Sub-Block.

Rule #2 If the distance to the front train is equal to 4 Sub-Block, keep the speed

Rule #3 If the distance to the front train is less than 4 Sub-Blocks, reduce the speed until the distance is equal to 4 Sub-Block.

Rule #4 If the distance to the front train is equal to 3 Sub-Block, start a normal braking until the distance is equal to 4 Sub-Block.

Rule #5 If the distance to the front train is equal to 2 Sub-Block, continue to apply normal braking until the distance to the front

train is equal to 4 Sub-Block.

Rule #6 If the distance to the front train is equal to 1 Sub-Block, apply an emergency braking until the distance to the front train

is equal to 2 Sub-Block, and back to Rule #5

Rule #7 If the distance to the front train cannot be made up to 2 Sub-Block, continue applying emergency braking until the train

stop.



At operational speed of 60 km/hour

Normal breaking distance: 117 m Emergency breaking distance: 37 m

Standard

Pengujian

Metode

Pengujian

Pengujian

Sertifikasi

Otoritas Pelaksana Produk


Klasifikasi

Produk

Kementerian

Perhubungan

BPPT

B2TKS Metro Kapsul

Kementerian Perhubungan

BPPT B2TKS

ITB FTMD

Terima kasih

metro kapsul - lpik itb | lembaga pengembangan inovasi … · 2020. 3. 2. · for the follower...

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