December 14th, 2009 | 
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Artikel ini merupakan Kelanjutan dari Cara Menghitung Volume Pekerjaan Pembangunan Rumah 2 Lantai | Bagian 1, Sebaiknya sebelum membaca artikel ini hendaklah membaca artikel yang terdahulu DISINI agar dapat memahami, Seperti kami tuliskan pada artikel yang lalu seharusnya setiap pembahasan disertai dengan gambar, tetapi karena keterbatasan Disk Space dari web Struktur Rumah, maka gambar kami pisahkan dengan cara mendown load satu paket.
IV. PEKERJAAN BETON.
1. Pekerjaan Sloof
a. Sloof Praktis 15/20
Panjang sloof = (15 + 1,5(4))+(2 + 1,5 + 2)= 26,5 m
Volume = 26,5 x 0,15 x 0,2 = 0,8 m3
Kerena beton nonstruktur gunakan setiap 1 m3 membutuhkan beton 150 kg
b. Sloof Utama 15/20
Panjang Sloof = (7+2+5+7+7+5)+(10+3,5+4+3+13) = 66,5 meter
Volume = 66,5 x 0,15 x 0,2 = 2 m3
Kerena beton struktur gunakan setiap 1 m3 membutuhkan beton 200 kg
2. Pekerjaan Balok Utama dan Ring Balk
a. Ring Balk (15/15)
Panjang =(15 + 1,5 + 1,5 + 1,5 + 1,5 + 1,5 + 2 + 2) = 26,5 meter
Volume = 0,15 x 0,15 x 26,5 = 0,6 m3
Kerena beton nonstruktur gunakan setiap 1 m3 membutuhkan beton 150 kg
b. Balok 15/30
Panjang = 7+4+7+4+7+2 = 31 meter, Volume= 0,15×0,3×31 = 1,4 m3
c. Balok 15/20
Panjang = 10+5 = 15 meter, Volume = 0,15×0,2×15 = 0,45 m3
d. Balok 18/40
Panjang = 5 meter, Volume = 0,18×0,4×5 = 0,36 m3
Kerena beton struktur gunakan setiap 1 m3 membutuhkan beton 200 kg
3. Pekerjaan Kolom Utama & Praktis
a. Kolom Praktis 15/15
Tinggi Kolom diambil rata-rata = 3,5 meter, jumlah kolom = 14 bh
Volume = 0,15×0,15×3,5×14 = 1,1 m3
Kerena beton nonstruktur gunakan setiap 1 m3 membutuhkan beton 150 kg
b. Kolom Utama 20/20
Tinggi Kolom = 3,5 + 0,55 = 4,05 m (0,55 dari 0,6-0,05 lihat gambar fondasi)
Jumlah = 17 buah, Volume = 0,2×0,2×4,05×17 = 2,75 m3
Kerena beton struktur gunakan setiap 1 m3 membutuhkan beton 200 kg
V. PEKERJAAN PASANGAN BATA
1. Pasangan Trasram 1:3
Pasangan Trasram adalah pasangan bata di atas sloof setinggi minimal 30 cm, yang berfungsi agar air tanah tidak naik ke dinding bata.
Panjang = (8,5+1,5+5+1,5+2+3+3+4+5+15+2+1,5+5,5+4+3+15 – lebar pintu
= 79,50 – (0,8×3)+(0,9×3)+(1,6) = 72,8 meter
Luas Pasangan Bata trasram = 72,8 x 0,3 = 21,84 m2
2. Pasangan Dinding Bata Kamar Mandi 1:3
Pasangan Bata kamar mandi menggunakan spesi campuran 1:3 Agar air tidak merebes melalui dinding.
Kamar Mandi Pembantu
Panjang dinding = 1,5 x 4 = 6 m
Tinggi dinding = 3,5 m
Luas = 6 x 3,5 = 21 m2
Luas pintu kamar mandi = 0,8 x 2,1 = 1,68 m2
Luas Boven list = 0,6 x 0,4 = 0,24 m2
Luas Bersih = 21 – 1,68 – 0,24 = 19,08 m2
Kamar Mandi Utama
Panjang dinding = (2×2)+(1,5×2) = 7 meter
Tinggi Dinding = 3,5 meter
Luas = 7 x 3,5 = 24,5 m2
Luas Pintu = 1,68 m2
Luas BV = 0,24 m2
Luas Bersih = 24,5 – 1,68 – 0,24 = 22,58 m2
Total luas pasangan dinding kamar mandi = 19,08 + 22,58 = 41,66 m2
3. Pasangan dinding bata campuran 1 Pasir : 6 PC
Panjang dinding = 8,5+1,5+5+2+3+3+5+5+15+2+3,5+4+4+3+15= 79,5 meter
Tinggi dinding = 3,5 m
Luas dinding = 79,5 x 3,5 = 278,25 m2
Luas Pintu dan Jendela :
Pintu Jendela Ruang Utama : (0,7 x 2) x 4 + (0,8 x 2,6) x 2 = 9,76 m2
Jendela kamar tidur =(0,7×2)= 1,4 m2
Pintu Kamar tidur = (0,9 x 2,6) x 3 = 7,02 m2
Total Luas Pintu dan Jendela = 9,76 + 1,4 + 7,02 = 18,18 m2
Luas dinding bersih = 278,25 – 18,18 = 260,07 m2
(campuran 1 Pasir : 6 PC tidak mengikat dapat menggunakan perbandingan yang
lain)
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