Pengaruh Serbuk Kaca Terhadap Properties Batako

  LAMPIRAN-LAMPIRAN

Analisis Penyimpangan Ukuran Batako

   5 200,7 2 101,2

  5 200 2 102

  2 4 400

  5 200 2 101

  2 5 402

  5 201 2 100

  2 6 400

  5 201 2 101

  2 7 402

  5 200 2 102

  2 8 400 5 201 2 101

  2 9 401 5 200 2 102

  2 10 402 5 201 2 100

  2 Rata-rata 400,8

  2 BSK15%

  5 201 2 101

  Panjang = 400mm Lebar = 200mm

  Tebal = 100mm 1 401 5 200 2 101

  2 2 402 5 200 2 102

  2 3 400 5 201 2 100

  2 4 403 5 200 2 102

  2 5 400 5 202 2 100

  2 6 402 5 201 2 100

  2 7 400 5 201 2 100

  2 8 401 5 200 2 101

  2 9 400 5 201 2 100

  2 10 400 5 202 2 103

  2 Rata-rata 400,9

  5 200,8 2 100,9

  2

  2 3 400

  Penambahan Serbuk Kaca No.

  Panjang (mm) Lebar (mm) Tebal (mm) Benda

  2 4 400

  Uji SNI

  0349- 1989

  Benda Uji

  SNI 0349-

  1989 Benda

  Uji SNI

  0349- 1989

  BSK0% Panjang = 400mm

  Lebar = 200mm Tebal = 100mm 1 400

  5 200 2 103

  2 2 402

  5 200 2 102

  2 3 401

  5 202 2 101

  5 201 2 100

  5 202 2 102

  2 5 403

  5 201 2 102

  2 6 400

  5 200 2 101

  2 7 400

  5 200 2 100

  2 8 402 5 203 2 102

  2 9 401 5 201 2 101

  2 10 401 5 200 2 102

  2 Rata-rata 401

   5 200,8 2 101,4

  2 BSK10%

  Panjang = 400mm Lebar = 200mm

  Tebal = 100mm 1 400

  2 2 401 BSK20% Panjang = 400mm

  Lebar = 200mm Tebal = 100mm 1 400

  2

  5 200,9 2 101

  2 BSK30%

  Panjang = 400mm Lebar = 200mm

  Tebal = 100mm 1 401

  5 200 2 102

  2 2 400

  5 202 2 100

  2

  3 400

  5 200 2 101

  2 4 403

  5 200 2 101

  5 402

  2 10 402 5 200 2 101

  5 202 2 100

  2

  6 401

  5 201 2 100

  2 7 400

  5 200 2 101

  2 8 400 5 201 2 101

  2 9 400 5 201 2 101

  2 10 401 5 200 2 101

  2 Rata-rata

   400,8

   5 200,7 2 100,8

  2 Rata-rata 400,7

  2 9 401 5 202 2 100

  5 200 2 100

  2 8 402 5 201 2 101

  2 2 401

  5 202 2 100

  2 3 401

  5 200 2 101

  1 4 400

  5 201 2 101

  2 5 402

  5 201 2 102

  2 6 400

  5 200 2 101

  2 7 402

  5 201 2 100

  2 9 400 5 201 2 102

  2 8 400 5 201 2 102

  2 10 401 5 200 2 101

  2 Rata-rata

   400,9

   5 200,7 2 100,9

  2 BSK25%

  Panjang = 400mm Lebar = 200mm

  Tebal = 100mm 1 400 5 201 2 100

  2 2 400 5 201 2 102

  2 3 401 5 200 2 101

  2 4 400 5 201 2 100

  2 5 402 5 201 2 102

  2 6 401 5 200 2 101

  2 7 400 5 202 2 101

  2 Mengetahui, Asisten Lab.Beton USU Zulfikar

Hasil Pengujian Penyerapan Air No

  Benda Uji

  Komposisi Campuran

  Berat Benda Uji Nilai Absorbsi

  (%) A (gr) B (gr)

  1 BSK0% 19,353 18,81 2,887 2 19,904 19,293 3,167

  3 20,514 19,905 3,06 4 19,5 18,964 2,826 5 18,795 18,248 2,998 6 20,115 19,583 2,717 7 19,446 18,788 3,502 8 19,025 18,374 3,543 9 20,118 19,476 3,296 10 19,056 18,441 3,335

  Rata-rata 3,133

  1 BSK10% 19,774 19,14 3,312 2 18,817 18,265 3,022

  3 20,243 19,47 3,878 4 19,471 18,705 4,095 5 19,506 18,825 3,618 6 19,822 19,267 2,881 7 19,856 19,342 2,657 8 19,448 18,811 3,386 9 20,319 19,66 3,352 10 19,753 19,264 2,283

  Rata-rata 3,282

  1 BSK15% 18,089 17,465 3,573 2 18,645 18,987 3,085

  3 18,689 18,094 3,288 4 19,492 18,923 3,007 5 18,014 17,479 3,061 6 18,844 18,146 3,847 7 18,443 17,86 3,264 8 18,232 17,598 3,603 9 17,542 16,831 4,224 10 17,902 17,337 3,259

  Rata-rata 3,421

  1 BSK20% 18,888 17,786 6,196 2 18,774 17,944 4,625

  3 19,767 18,872 4,742 4 18,543 17,851 3,877 5 19,008 17,993 5,641 6 19,325 18,574 4,043 7 18,804 18,003 4,449 8 19,095 18,298 4,356 9 18,76 17,854 5,075 10 18,515 17,937 3,222

  Rata-rata 4,62

  1 BSK25% 16,706 15,456 8,087 2 17,918 17,18 4,296

  3 17,837 17,135 4,097 4 17,579 16,717 5,156 5 18,888 18,062 4,573 6 18,542 17,793 4,21 7 17,036 15,805 7,789 8 18,195 17,447 4,287 9 17,905 17,001 5,317 10 17,782 16,902 5,206

  Rata-rata 5,302

  1 BSK30% 18,348 17,576 4,392 2 17,743 16,365 8,42

  3 17,584 16,723 5,149 4 18,777 17,878 5,029 5 18,516 17,678 4,74 6 18,227 17,292 5,407 7 17,967 16,921 6,182 8 18,195 17,265 5,387 9 18,078 17,139 5,479 10 18,297 17,525 4,405

  Rata-rata 5,459 Mengetahui, Asisten Lab.Beton USU

  Zulfikar

Hasil Pengujian Kuat Tekan

  Komposisi Serbuk Kaca (%) No.

  Benda Uji Tanggal Umur

  (hari) Luas (cm

  2 ) Beban

  (kN) Kuat Tekan (Kg/cm

  2 ) Dicetak Ditest

  BSK0% 1 31-Maret-15 27-April-15 28 225 274 121,778 2 31-Maret-15 27-April-15 28 225 258 114,667 3 31-Maret-15 27-April-15 28 225 210 93,333 4 31-Maret-15 27-April-15 28 225 200 88,889 5 31-Maret-15 27-April-15 28 225 224 99,556 6 31-Maret-15 27-April-15 28 225 150 66,667 7 31-Maret-15 27-April-15 28 225 228 101,333 8 31-Maret-15 27-April-15 28 225 190 84,444 9 31-Maret-15 27-April-15 28 225 200 88,889 10 31-Maret-15 27-April-15 28 225 210 93,333

Rata-rata 95,289

  BSK10% 1 7-April-15 4-Mei-15 28 225 120 53,333 2 7-April-15 4-Mei-15 28 225 136 60,444 3 7-April-15 4-Mei-15 28 225 142 63,111 4 7-April-15 4-Mei-15 28 225 150 66,667 5 7-April-15 4-Mei-15 28 225 198

  88 6 7-April-15 4-Mei-15 28 225 124 55,111 7 7-April-15 4-Mei-15 28 225 132 58,667 8 7-April-15 4-Mei-15 28 225 150 66,667 9 7-April-15 4-Mei-15 28 225 130 57,778 10 7-April-15 4-Mei-15 28 225 168 74,667

Rata-rata 64,444

  BSK15% 1 14-April-15 11-Mei-15 28 225 164 72,889 2 14-April-15 11-Mei-15 28 225 202 89,778 3 14-April-15 11-Mei-15 28 225 134 59,556 4 14-April-15 11-Mei-15 28 225 186 82,667 5 14-April-15 11-Mei-15 28 225 122 54,222 6 14-April-15 11-Mei-15 28 225 174 77,333 7 14-April-15 11-Mei-15 28 225 156 69,333 8 14-April-15 11-Mei-15 28 225 140 62,222 9 14-April-15 11-Mei-15 28 225 128 56,889 10 14-April-15 11-Mei-15 28 225 164 72,889

  Rata-rata 69,778 BSK20% 1 16-April-15 13-Mei-15 28 225 184 81,778 2 16-April-15 13-Mei-15 28 225 160 71,111 3 16-April-15 13-Mei-15 28 225 158 70,222 4 16-April-15 13-Mei-15 28 225 142 63,111 5 16-April-15 13-Mei-15 28 225 168 74,667 6 16-April-15 13-Mei-15 28 225 192 85,333 7 16-April-15 13-Mei-15 28 225 190 84,444 8 16-April-15 13-Mei-15 28 225 174 77,333 9 16-April-15 13-Mei-15 28 225 164 72,889 10 16-April-15 13-Mei-15 28 225 156 69,333

Rata-rata 75,022

  BSK25% 1 21-April-15 18-Mei-15 28 225 146 64,889 2 21-April-15 18-Mei-15 28 225 138 61,333 3 21-April-15 18-Mei-15 28 225 174 77,33 4 21-April-15 18-Mei-15 28 225 120 53,333 5 21-April-15 18-Mei-15 28 225 142 63,111 6 21-April-15 18-Mei-15 28 225 168 74,667 7 21-April-15 18-Mei-15 28 225 134 59,556 8 21-April-15 18-Mei-15 28 225 168 74,667 9 21-April-15 18-Mei-15 28 225 174 77,333 10 21-April-15 18-Mei-15 28 225 148 65,778

Rata-rata 67,2

  BSK30% 1 23-April-15 20-Mei-15 28 225 126

  56 2 23-April-15 20-Mei-15 28 225 118 52,444 3 23-April-15 20-Mei-15 28 225 122 54,222 4 23-April-15 20-Mei-15 28 225 102 45,333 5 23-April-15 20-Mei-15 28 225 112 49,778 6 23-April-15 20-Mei-15 28 225 146 64,889 7 23-April-15 20-Mei-15 28 225 148 65,778 8 23-April-15 20-Mei-15 28 225 114 50,667 9 23-April-15 20-Mei-15 28 225 120 53,333 10 23-April-15 20-Mei-15 28 225 126

  56 Rata-rata 54,844 Mengetahui, Asisten Lab.Beton USU Zulfikar

  

Hasil Pengujian Kuat Tarik

Penambahan Serbuk Kaca

  No.

  Berat Benda Uji (kg) Gaya Tarik

  1)

  Luas Patahan (cm ² )

  Tegangan (kg/cm ² )

  Kn Kg BSK0% 1 0,113 2,2 220 7,410 14,845 2 0,134 1,8 180 6,292 14,304 3 0,136 1,8 180 6,199 14,520 4 0,131 2,4 240 6,510 18,435 5 0,129 1,6 160 5,750 13,913 6 0,134 2,1 210 6,476 16,213 7 0,130 2,0 200 5,660 17,670 8 0,128 2,4 240 5,784 20,757 9 0,142 1,7 170 5,925 14,346 10 0,136 2,2 220 6,219 17,687

Rata-rata 16,268

  BSK10% 1 0,122 1,95 195 6,101 15,982 2 0,124 2,15 215 7,090 15,162 3 0,124 2,1 210 5,832 18,004 4 0,124 2,05 205 6,230 16,452 5 0,125 2,1 210 6,288 16,698 6 0,122 1,9 190 6,018 15,785 7 0,123 1,9 190 6,032 15,749 8 0,122 1,75 175 7,045 12,420 9 0,125 2,05 205 5,664 18,096

  10 0,125 1,9 190 5,712 16,631

Rata-rata 16,098

  BSK15% 1 0,145 2,3 230 5,808 19,800 2 0,137 2,1 210 6,845 15,340 3 0,142 2,5 250 6,001 20,830 4 0,134 2,45 245 5,688 21,537 5 0,137 2,8 280 6,534 21,426 6 0,139 1,95 195 6,024 16,185 7 0,138 2,3 230 6,126 18,774 8 0,142 2,7 270 7,502 17,995 9 0,143 2,7 270 5,996 22,515

  10 0,137 2,4 240 5,929 20,140 Rata-rata 19,464 BSK20% 1 0,142 1,7 170 6,026 14,105 2 0,134 1,95 195 5,926 16,452 3 0,134 1,9 190 5,998 15,840 4 0,133 2,05 205 6,200 16,532 5 0,143 2 200 6,820 14,662 6 0,131 2,45 245 5,926 20,671 7 0,131 1,95 195 5,880 16,582 8 0,135 2,6 260 5,977 21,751 9 0,141 2,5 250 6,300 19,841 10 0,139 2,2 220 6,040 18,213

Rata-rata 17,465

  BSK25% 1 0,121 1,8 180 6,914 13,018 2 0,124 1,6 160 5,712 14,006 3 0,125 1,65 165 5,870 14,056 4 0,133 2 200 7,450 13,434 5 0,122 1,7 170 5,683 14,958 6 0,126 1,95 195 6,011 16,219 7 0,120 1,55 155 6,141 12,620 8 0,121 1,7 170 6,138 13,848 9 0,123 2,1 210 6,361 16,506

  10 0,128 1,8 180 6,040 14,902

Rata-rata 14,356

  BSK30% 1 0,124 1,5 150 6,519 11,505 2 0,128 1,5 150 6,507 11,526 3 0,127 2,2 220 5,800 18,966 4 0,131 1,6 160 6,074 13,171 5 0,133 1,95 195 6,655 14,651 6 0,125 1,7 170 6,580 12,918 7 0,142 1,7 170 6,978 12,182 8 0,129 2,05 205 5,998 17,090 9 0,127 1,6 160 6,025 13,278

  10 0,132 1,85 185 5,516 16,769

Rata-rata 14,205

  1)

Kuat tarik hasil pembacaan dial alat Tensil Test Machine harus dikalikan dengan

0,5 sebelum dimasukkan kedalam rumus perhitungan (2.4) berdasarkan ketentuan alat.

  Mengetahui, Asisten Lab.Beton USU Zulfikar

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