Tubes Rel Kelompok 10

8/18/2019 Tubes Rel Kelompok 10

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DAFTAR ISI

DAFTAR ISI.........................................................................................................................................1

BAB 1 PENDAHULUAN.....................................................................................................................2

1.1 Latar Belakang.............................................................................................................................2

1.2. Tujuan.........................................................................................................................................2

1.3. Ruang Lingkup...........................................................................................................................2

1.. Si!te"atika Penuli!an.................................................................................................................2

BAB 2 TIN#AUAN PUSTA$A............................................................................................................3

2.1 $e%epatan Ren%ana......................................................................................................................3

2.2. Ruang Be&a! 'an Ruang Bangun................................................................................................3

2.3. (e)"etri #alan Rel.....................................................................................................................3

2.. $)"p)nen #alan Rel...................................................................................................................3

2.*. Saluran Draina!e #alan Rel.........................................................................................................3

BAB 3 PENENTUAN $ELAS #ALAN REL........................................................................................

3.1. Per+itungan Be&an T)na!e Perta+un...........................................................................................

3.2. Penentuan $ela! #alan Rel..........................................................................................................

BAB DESAIN (E,-ETRI #ALAN REL.........................................................................................*

.1 Titik Aal 'anTitik Ak+ir............................................................................................................*

.2 Alin/e"en H)ri0)ntal..................................................................................................................*

.3 Peren%anaan Alin/e"en ertikal.................................................................................................*

BAB * DESAIN $,-P,NEN STRU$TUR DAN DRAINASE #ALAN REL..................................

*.1. Rel..............................................................................................................................................

*.2. Bantalan......................................................................................................................................

*.3. Pena"&at....................................................................................................................................

*.. Bala! 'an Su& &ala!....................................................................................................................

*.*. Da/a 'ukung Tana+ Da!ar..........................................................................................................

*.. Saluran Draina!e.........................................................................................................................

Ba& La/)ut Sta!iun 'an (APE$A....................................................................................................

.1. Panjang Rangkaian -ak!i"u"..................................................................................................

.2. De!ain La/)ut Sta!iun................................................................................................................

.3. $apa!ita! Linta! #alan Rel..........................................................................................................

.2. De!ain (APE$A........................................................................................................................

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BAB 1

PENDAHULUAN

1.1 Latar Belakang

1.2. Tujuan

1.3. Ruang Lingkup

1.. Si!te"atika Penuli!an

2


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BAB 3

PENENTUAN $ELAS #ALAN REL

Penentuaan kela! jalan rel 'apat 'ili+at 'ari nilai Pa!!ing T)n Ta+unan 4#uta T)n5. ,le+ karena itu

nilai )pera!i +arian untuk !etiap jeni! rangkaian 'an l)k)")ti6 perlu 'iper+itungkan agar "enja'i !atu

nilai /ang 'apat "erepre!enta!ikan Pa!!ing T)n Ta+unan.

3.1. Per+itungan Be&an T)na!e Perta+unData untuk menghitung beban tonase pertahun dirincikan sebagai berikut ;

Lebar sepur : 1435 mm

Beban penumpang : 37000 orang/hari

Beban kereteta barang : 11000 ton

sumsi untuk mendukung perhitungan beban tonase pertahun seperti di ba!ah

ini ;

sumsi

Berat Lokomoti" Barang 100ton

Berat #osong $erbong #ereta Barang 15ton

Berat %enuh #ereta Barang 45ton

Berat %enuh $erbong #ereta %enumpang 37ton

#apasitas &rang %er $erbong 50org

'enis Lokomoti" ((203

)onase #apasitas ngkut1*0

0ton

• #ereta %enumpang

'um+ah gerbong penumpang dibutuhkan dihitung dari ;

beban pemumpang

kapasitasorang per gerbong=

37000

50=740gerbong /hari

'um+ah gerbong penumpang dapat ditarik 1 +oko ;

Tonase kapasitasangkut

berat penuh gerbong kereta penumpang=

1600

37=43.24≅ 43gerbong /rangkaian

'um+ah rangkaian kereta penumpang ;

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jumlah gerbong penumpang

jumlah gerbong penumpang yg dapat ditarik 1 lokomotif =

740

43=17.2093≅18 rangkaian /hari

Beban +okomoti" tota+ ,#1 penumpang- ;

jumlahrangkaian kereta penumpang× berat lokomotif barang=18×100=1800 ton /hari

Beban kereta penumpang tota+ ,)p- ;

jumlah kereta penumpang yg dibutuhkan×berat kereta penumpang=740×37=27380 ton /hari

• $erbong Barang

'um+ah gerbong barang .g dibutuhkan ;beban kereta barang

berat barang =

11000

(45−15)=366.67≅367gerbong /hari

'um+ah $erbong Brg Dapat Ditarik 1 +oko ;

tonase kapasitas angkut

berat penuhkeretabarang=

1600

45=35 gerbong/rangkaian

'um+ah angkaian #ereta Barang ;

jumlah gerbongbarangdibutuhkan jumlah gerbong barangdapat ditarik 1 loko

=367

35=10.485=11rangkaian/hari

Beban Lokomoti" )ota+ ,#1barang- ;

jumlahrangkaian kereta barang× berat lokomotif =11×100=1100 ton/hari

Beban $erbong #ereta Barang )ota+ ,#b- ;

jumlah gerbongbarang yg dibutuhkan× berat penuh kereta barang=367×45=16515ton /hari

La+u dihitung ni+ai ) ada+ah tonase ekia+en ,ton/hari- .ang dapat dihitung

berdasar paduan ni+ai tonase penumpang barang dan +okomoti" Dengan #1

sebesar 14 dan #b sebesar 14 karena berat gandar diba!ah 1 ton

) 9 )p < , # b )b- < , # 1 )1 -

TE=27380+27380×1.5+24772.5×1.4+4060=56212.5 ton /hari

khirn.a= didapatkan ;

) 9 3*0 ; )

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BAB

DESAIN (E,-ETRI #ALAN REL

.1 Titik Aal 'anTitik Ak+ir

.2 Alin/e"en H)ri0)ntal

.3 Peren%anaan Alin/e"en ertikal

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BAB *

DESAIN $,-P,NEN STRU$TUR DAN DRAINASE #ALAN REL

*.1. Rel

*.2. Bantalan

*.3. Pena"&at

*.. Bala! 'an Su& &ala!

*.*. Da/a 'ukung Tana+ Da!ar

*.. Saluran Draina!e


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Ba&

La/)ut Sta!iun 'an (APE$A

.1. Panjang Rangkaian -ak!i"u"

.2. De!ain La/)ut Sta!iun

.3. $apa!ita! Linta! #alan Rel

.2. De!ain (APE$A

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