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DAMPAK PENAMBAHAN POLIMER TERHADAP KARAKTERISTIK BETON ASPAL Djedjen Achmad; Kusumo Dradjad Sutjahjo
Jurnal Poli-Teknologi Vol. 10 No. 1 (2011)
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (59.795 KB) | DOI: 10.32722/pt.v10i1.426

Abstract

Abstrak Syntetic Rubber Latex atau getah karet buatan, merupakan salah satu polimer organik yang memperlihatkan resiliensi (daya pegas) atau kemampuan meregang dan kembali ke keadaan semula dengan cepat Bahan ini terdispersi dengan stabil dalam suatu surfaktan yang mengandung air, berwarna putih seperti susu. Pada saat mengering patikelnya bersatu membentuk lapisan film yang berlanjut. Polimer organik adalah suatu bahan yang terdiri atas molekul raksasa yang dibentuk oleh sekumpulan molekul sederhana yang dikenal sebagai monomer dari hasil uji pada campuran panas (hot mix) dengan mencampurkan aspal sebanyak 6.5 % dari berat campuran dan agregat yang telah dipanaskan dalam tempat pemanas, diaduk pada suhu 140⁰ C dan dicampur polimer, lalu dicetak pada suhu 120⁰ C. Persentase polimer yang dimasukkan adalah 10, 15 dan 20 % dari berat aspal. Dari hasil uji marshall menunjukkan semakin tinggi polimer ditambahkan dampaknya adalah nilai flow semakin tinggi, sedangkan nilai stabilitas dan nilai marshall quotient nya semakin rendah.. Kata kunci : polimer, beton aspal, marshall, stabiitas, flow
PROTOTIPE DINDING BETIK HASIL DAUR ULANG SAMPAH PLASTIK SRI RESPATI NURCAHYANINGSIH; KUSUMO DRADJAD SUTJAHJO; DJEDJEN ACHMAD
Jurnal Poli-Teknologi Vol. 12 No. 1 (2013)
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/pt.v12i1.596

Abstract

Researches about plastic concrete(betik)have been done since 2004 by kusumo drajad s. Betik consistsof a mixture of cement, sand, plastic aggregates (pellets) and water, can be categorized as lightweight concrete which have the same compressive strength with the normal concrete, approximately 120 kg/cm2. The research prototype betik walls which is done today as the result of the development composision ofbetik , consist of 1portion of cement, 2 portions of sand and 4 portions of plastic aggregate (recycling product ) and 0,6 portion of water. Afterward, all materials were mixed and poured into plastic bottles of mineral water packaging (such as aqua, ades ). Before the bottles are filled in,it should be cut into24 cm high, assembled with bendrat wires, and added concrete steel reinforcement diameter of 8 mm at the center of the bottle into a series of blocks that consisting of 6 bottles. Based on the testing in physical properties of a block betik’s wall samples have been tested: the slump’s average value is 6cm, the bottom’s surface is quite smooth, no cracked and all intact, but there are several cross-section of bottle that has been filled betik not circle.the experiment also showed: the size of betik’s block : 8.5 cm widht, 48 cm length, 24 cm high and average weight of each block betik’s walls is 9.5 kg. Furthermore, the blocks of betik’s wall were arranged and bonded using mortar that has composition 1 portion of cement and 4 portions of sand. The block of betik’s wall also supported horizontally by using bendrat wire and vertically by using 8 mm concrete bar, and shaped a segment of betik’s wall into 1.5 x 1.5 m. Subsequently, the wall of segment was standed up and than taken off, so the wall collapsed. The results shown that the knots of bindrat or concrete bar were in good condition and didn’t fall. The other results in this study were the blocks of betik’s wall blocks that collapsed are still in whole condition and it can be used again. Keywords: betik, plastic pellets, walls, concrete
EFEK RETEMPERING TERHADAP KUAT TEKAN BETON ISTIATUN SUKARNO; DJEDJEN ACHMAD
Jurnal Poli-Teknologi Vol. 13 No. 1 (2014)
Publisher : Politeknik Negeri Jakarta

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32722/pt.v13i1.608

Abstract

ABSTRACT Have been investigated the impact of the retempering at concrete compressive strength. Retempering is adding water to the concrete mixture which already began to stiffen in the hope that the concrete is still workable. Research was done at concrete with the quality of k 225, slump value of 60-180 mm, which is in retempering with water, and concrete in retempering with water and cement. Retempering was done on concrete that has been delayed casting within 60 minutes, 120 minutes, 180 minutes and 240 minutes. The result in concrete at retempering with water decreased compressive strength, along with the addition of water. While the concrete is in retempering with water and cement with water-cement ratio (w/c) is constant, the relative compressive strength of concrete is not much different from the reference. The difference is about 4% of the compressive strength of concrete reference. ABSTRAK Telah diteliti dampak retempering terhadap kuat tekan beton. Retempering adalah penambahan air ke dalam campuran beton yang sudah mulai kaku dengan harapan beton tersebut masih dapat dikerjakan. Penelitian dilakukan pada beton dengan mutu k 225, nilai slump 60 – 180 mm, yang di retempering dengan air, dan beton yang di retempering dengan air dan semen. Retempering dilakukan pada beton yang telah didiamkan dalam waktu 60 menit, 120 menit, 180 menit dan 240 menit. Hasilnya pada beton yang di retempering dengan air mengalami penurunan kuat tekan, seiring dengan penambahan air. Sedangkan pada beton yang di retempering dengan air dan semen dengan faktor air semen (fas) konstan, kuat tekannya relatif tidak jauh berbeda dengan beton referensi. Perbedaannya kurang lebih 4 % dari kuat tekan beton referensi. Kata kunci : beton, retempering, kuat tekan, slump.