KAJIAN PERBAIKAN STRUKTUR PERKERASAN KAKU MENGGUNAKAN METODE PRESSURE GROUTING DENGAN MATERIAL POLYURETHANE DAN EPOXY (Studi Kasus : Ruas Jalan Patriot ”“ Perintis Kemerdekaan Kota Pekalongan)

Authors

  • Arif Junianto Jurusan Teknik Sipil
  • Rifqi Maulana Ramadhan Jurusan Teknik Sipil
  • Jantayu Padma Utari Jurusan Teknik Sipil
  • Kusdiyono Kusdiyono Jurusan Teknik Sipil
  • Dadiyono Amat Pawiro Jurusan Teknik Sipil
  • Junaidi Junaidi Jurusan Teknik Sipil

DOI:

https://doi.org/10.32497/wahanats.v23i1.1604

Keywords:

crete crack repair, pressure grouting, polyurethane, epoxy

Abstract

Today the implementation of road infrastructure development using concrete pavement is experiencing rapid development because it can serve heavy and heavy traffic loads. But there are some problems that often arise in the use of concrete for pavement, causing damage (cracks). Repair of concrete cracks using pressure grouting method is one solution that can be used to improve the strength of concrete. This study discusses the comparison of the effectiveness of using polyurethane and epoxy materials in an effort to improve the rigid pavement structure. The research method used was to carry out repairs to the concrete structure on the Independence Patriotic-Road Section of Pekalongan City using polyurethane and epoxy materials. In this study each of the 5 existing normal (non-damaged) concrete samples, concrete repaired with polyurethane material and repaired concrete using epoxy material using core drill method, which will then be tested for compressive strength in the laboratory, as well as hammer test testing. to find out the strength of the existing concrete damage. The results showed that the average compressive strength of normal existing concrete (not damaged) amounted to 59.20 N/mm2, the average compressive strength of concrete that experienced cracks was 27.04 N/mm2, the average compressive strength value of repair concrete using polyurethane material is 31.92 N/mm2 (increasing by 15.17%) and the average compressive strength of concrete repair using epoxy material is 45.22 N/mm2 (increased by 56.53%).

Author Biographies

Arif Junianto, Jurusan Teknik Sipil

Politeknik Negeri Semarang

Rifqi Maulana Ramadhan, Jurusan Teknik Sipil

Politeknik Negeri Semarang

Jantayu Padma Utari, Jurusan Teknik Sipil

Politeknik Negeri Semarang

Kusdiyono Kusdiyono, Jurusan Teknik Sipil

Politeknik Negeri Semarang

Dadiyono Amat Pawiro, Jurusan Teknik Sipil

Politeknik Negeri Semarang

Junaidi Junaidi, Jurusan Teknik Sipil

Politeknik Negeri Semarang

References

Aggarwal, L.K., Thapliyal, P.C., Karade, S.R., 2007, Properties of Polymer Modified Mortars Using Epoxy and Acrylic Emulsion. Construction and Building Material. Vol.21, Hal.379-383.

Alfredo, D., Hutomo, K., Sudjarwo, P., Buntro. J., 2014, Analisa Penyebab dan Metode Perbaikan yang Tepat pada Beton yang Disebabkan oleh Faktor Non-Struktural. Tesis Program Studi Teknik Sipil Universitas Kristen Petra Surabaya. Jurnal Dimensi Pratama Teknik Sipil. Vol.3, No.2, Hal.1-5.

Dachlan, A.T, 2010, Metode Pelaksanaan Evaluasi Perbaikan Jalan Beton Dengan Injeksi Semen, Cor di Tempat Dan Beton Pra Cetak. Jurnal Jalan ”“ Jembatan. Vol.27, No.2, Hal.125-142.

Isneini, M., 2009, Analisis Modulus Elastisitas Lentur Terhadap Loss Factor Beton Polimer. Jurnal Rekayasa. Vol.13, No.1, Hal.67-76.

Kementerian Pekerjaan Umum dan Perumahan Rakyat, 2015, Pedoman Penstabilan Dan Pengembalian Elevasi Pelat Beton Dengan Cara Grouting Pada Perkerasan Kaku. Surat Edaran Menteri PUPR No. 27. Jakarta

Kusdiyono, 2012, Bahan Bangunan 2, Penerbit Polines Semarang. Semarang.

Primasasti, D.K., 2010, Tinjauan Kuat Tekan dan Kuat Lentur Repair Mortar Dengan Bahan Tambah Polymer. Skripsi Jurusan teknik Sipil Fakultas Teknik Universitas Sebelas Maret. Surakarta.

Supardi., 2013, Evaluasi Kerusakan Jalan Pada Perkerasan Rigid dengan Menggunakan Metode Bina Marga (Studi Kasus Ruas Jalan Sei Durian Rasau Jaya km 21 + 700 s.d km 24 + 700). Jurnal Garuda. Vol 13, No. 1, Hal. 129-138.

Yurmansyah, I., Mukhlisin, 2009, Perkuatan Struktur Beton Gedung dengan Metode Grouting dan Glass Fiber. Jurnal Rekayasa Sipil. Vol.V, No.1, Hal.46-59.

Downloads

Published

2019-06-01