PDF- Tata cara pembuatan rencana campuran -analisis kuat tekan beton dengan bahan tambah serbuk halus gelas - Campuran Beton

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CAMPURAN BETON 09:19

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Perbandingan campuran beton K Berikut ini perbandingan bahan dan tenaga untuk membuat beton dengan mutu K sekian Membuat 1 m3 beton mutu f’c = 7,4 MPa (K 100),

w/c = 0,87 Bahan Portland cement 247,000 kg PB 869 kg KR (maksimum 30 mm) 999 kg Air 215 Liter Tenaga kerja Pekerja 1,650 OH Tukang batu 0,275 OH Kepala tukang 0,028 OH Mandor 0,083 OH Membuat 1 m3 beton mutu f’c = 9,8 MPa (K 125),

w/c = 0,78 Bahan Portland Cement 276,000 kg PB 828 kg kerikil (maksimum 30 mm) kg 1012 KR Air 215 Liter Tenaga kerja Pekerja 1,650 OH

Tukang batu 0,275 OH Kepala tukang 0,028 OH Mandor 0,083 OH Membuat 1 m3 beton mutu f’c = 12,2 MPa (K 150),

w/c = 0,72 Bahan Portland cement 299,000 kg PB 799 kg Kerikil (maksimum 30 mm) 1017 kg Air 215 Liter Tenaga kerja Pekerja 1,650 OH Tukang batu 0,275 OH Kepala tukang 0,028 OH Mandor 0,083 OH Membuat 1 m3 lantai kerja beton mutu f’c = 7,4 MPa (K 100),

w/c= 0,87 Bahan Portlland cement 230,000 kg PB 893 kg Bahan KR (maksimum 30 mm) 1027 kg Air 200 Liter Tenaga kerja Pekerja 1,200 OH Tukang batu OH 0,200 OH Kepala tukang 0,020 OH Mandor 0,060 OH Membuat 1 m3 beton mutu f’c = 14,5 MPa (K 175),

w/c = 0,66 Kebutuhan Satuan Indeks Bahan Portland cement 326,000 kg PB 760 kg KR (maksimum 30 mm) 1029 kg Air 215 Liter Tenaga kerja Pekerja OH 1,650 OH Tukang batu OH 0,275 OH Kepala tukang OH 0,028 OH

Mandor OH 0,083 OH Membuat 1 m3 beton mutu f’c = 16,9 MPa (K 200),

w/c = 0,61 Kebutuhan Satuan Indeks Bahan Portland cement 352,000 kg PB 731 kg KR (maksimum 30 mm) 1031 kg Air 215 Liter Tenaga kerja Pekerja 1,650 OH Tukang batu 0,275 OH Kepala tukang 0,028 OH Mandor 0,083 OH Membuat 1 m3 beton mutu f’c = 19,3 MPa (K 225),

w/c = 0,58 Kebutuhan Satuan Indeks Bahan Portland cement 371,000 kg PB 698 kg KR (maksimum 30 mm) 1047 kg Air 215 Liter Tenaga kerja Pekerja 1,650 OH Tukang batu 0,275 OH Kepala tukang 0,028 OH Mandor o,028 OH Membuat 1 m3 beton mutu f’c = 21,7 MPa (K 250),

w/c = 0,56 Bahan Portland cement 384,000 kg PB 692 kg KR (maksimum 30 mm) 1039 kg Air 215 Liter Tenaga kerja Pekerja 1,650 OH Tukang batu 0,275 OH Kepala tukang 0,028 OH

Mandor 0,083 OH Membuat 1 m3 beton mutu f’c = 24,0 MPa (K 275),

w/c = 0,53 Bahan Portland cement 406,000 kg PB 684 kg Bahan KR (maksimum 30 mm) 1026 kg Air 215 Liter Tenaga kerja Pekerja 1,650 OH Tukang batu 0,275 OH Kepala tukang 0,028 OH Mandor 0,083 OH Membuat 1 m3 beton mutu f’c = 26,4 MPa (K 300),

w/c = 0,52 Bahan Portland cement 413,000 kg PB 681 kg Bahan KR (maksimum 30 mm) 1021 kg Air 215 Liter Tenaga kerja Pekerja OH 1,650 OH Tukang batu OH 0,275 OH Kepala tukang OH 0,028 OH Mandor OH 0,083 OH Membuat 1 m3 beton mutu f’c = 28,8 MPa (K 325),

w/c = 0,49 Bahan Portland cement 439,000 kg PB 670 kg Bahan KR (maksimum 30 mm) 1006 kg water 215 Liter Tenaga kerja Pekerja 2,100 OH Tukang batu 0,350 OH Kepala tukang 0,035 OH Mandor 0,105 OH Membuat 1 m3 beton mutu f’c = 31,2 MPa (K 350),

Bahan Portland cement 448,000 kg PB 667 kg KR (maksimum 30 mm) 1000 kg Air 215 Liter Tenaga kerja Pekerja 2,100 OH Tukang batu 0,350 OH Kepala tukang 0,035 OH Mandor 0,105 OH “ Bobot isi pasir = 1

400 kg/m3,

Bobot isi kerikil = 1

350 kg/m3,

Bukling factor pasir = 20 % ” Perbandingan bahan tersebut dapat menghasilkan mutu beton mendekati rencana K sekian menyesuaikan kondisi bahan tenaga dimana beton dibuat

Sumber: SNI ( standart nasional Indonesia )

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