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Substation Foundation Plan

This document appears to be a bar bending schedule and foundation plan for a construction project. It includes: 1) A bar bending schedule listing rebar diameters, lengths, quantities, weights, and totals for various structural elements. 2) Foundation plans at scales of 1:100 showing rebar arrangements for the foundation of a substation, including labeled sections and dimensions. 3) Notes regarding rebar layouts and foundation material depths. The document provides specifications for reinforcing steel and layouts for the foundation of an electrical substation.

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Murdiansyah Dhian
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71 views1 page

Substation Foundation Plan

This document appears to be a bar bending schedule and foundation plan for a construction project. It includes: 1) A bar bending schedule listing rebar diameters, lengths, quantities, weights, and totals for various structural elements. 2) Foundation plans at scales of 1:100 showing rebar arrangements for the foundation of a substation, including labeled sections and dimensions. 3) Notes regarding rebar layouts and foundation material depths. The document provides specifications for reinforcing steel and layouts for the foundation of an electrical substation.

Uploaded by

Murdiansyah Dhian
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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NOTES :

BAR BENDING SCHEDULE ∅DIPAKAI PANJANG JUMLAH Σ BERAT


( mm ) (M) ( btg ) (M) ( Kg )
D16 - 200 0,10

CHIMNEY
1,74
76 D13 2,44 76 185,67 193,46
0,60
∅10 - 120 *Panjang penyaluran = 600 mm

2,32
0,30 0,30 D16 - 200 2,92 26 76,02 120,00
*Panjang penyaluran = 300 mm

PAD
1 D13
76 - D13 0,30 2,34 0,30
D16 - 200 2,92 26 76,02 120,00
D16 - 200 *Panjang penyaluran = 300 mm

1,10

CHIMNEY
GESER
1,10 1,10
∅10 - 120 4,50 12 54,00 33,30
1,10
*Panjang penyaluran = 50 mm
2,35

GESER
SECTION B - B 2,35 2,35
1 D13 9,50 1 9,50 9,90
SKALA: 1:100
SECTION C - C 2,35

PAD
SKALA: 1:100 *Panjang penyaluran = 50 mm

PANGKAL PAD
0,30
0,285 0,285
0,20 0,20 4 D13 1,27 4 5,09 5,30

*Panjang penyaluran = 200 mm

TOTAL BERAT ( 1 LEG ) 481,93

BASE PLATE 12mm ANGKUR M24x760mm


ANGKUR
M24x760mm Urugan Tanah Elv. ±0.000
76 - D13

B B

∅10 - 120

A A 4 D13

ALL RIGHTS RESERVED

C C

Lantai Kerja , t = 5 cm D16 - 200 D16 - 200


Urugan Pasir , t = 10 cm
PT. PRIMA LAYANAN NASIONAL ENJINIRING

PEMBANGUNAN TRANSMISI / DISTRIBUSI DAERAH IZIN


DENAH PONDASI USAHA PERTAMBANGAN PT SUMBAWA JUTARAYA
PROPINSI NUSA TENGGARA BARAT
SKALA: 1:100 FOR SUBSTATION PROJECT
SECTION A - A GAMBAR TIPIKAL PONDASI TOWER EMERGENCY
SKALA: 1:100
S J R 1 0 S I D W 0 1 0 2 7

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