FEASIBILITY STUDY AND FLOOR ADDITIONAL PLAN WITH CONCRETE JACKETING STRENGTHENING METHOD
DOI:
https://doi.org/10.22225/jipe.3.2.2024.50-56Keywords:
Concrete Jacketing, Retrofitting, Structural StrengtheningAbstract
Concrete Jacketing is a method of strengthening reinforced concrete structures that is applied to buildings to increase and improve their strength capacity. Concrete Jacketing is carried out by enlarging the existing reinforced concrete cross section with an additional layer of concrete which is also reinforced with reinforcement. The structure of the Taruna Warmadewa Vocational School building is planned to be given additional floors, from 2 floors to 3 floors. Prior to adding the floor, a feasibility study was carried out for testing the existing material, to determine the quality of the material to be used in the analysis. Based on the results of material testing of the existing structure, the structure of SMK Taruna Warmadewa needs to be strengthened. Therefore, concrete jacketing was chosen as an effective reinforcement method to increase the capacity of the structure to carry loads due to the addition of floors. The method of collecting data in carrying out a feasibility study and planning for additional floors in the Taruna Warmadewa Vocational School is the method of literature study, direct observation, material testing and modeling analysis. The analysis determined that concrete jacketing was required for all columns and two types of beams. Specifically, column dimensions were increased from 30 cm × 50 cm to 50 cm × 70 cm (K1), primary beams from 30 cm × 45 cm to 35 cm × 55 cm (B1), and secondary beams from 20 cm × 30 cm to 30 cm × 45 cm (B2). The pile cap foundation thickness was increased from 30 cm to 70 cm, with plan dimensions of 2 m × 2 m. For the new third floor, the design specifies columns of 45 cm × 45 cm (K1) and three beam types: 30 cm × 50 cm (B1), 25 cm × 40 cm (B2), and 20 cm × 30 cm (B3).
References
[1] A. Wibowo, "Axial behavior of RC columns retrofitted using bamboo reinforced concrete jacket", International Journal of Geomate, vol. 17, no. 60, 2019. https://doi.org/10.21660/2019.60.4609
[2] M. Elsibaey, Z. Awadallah, M. Zakaria, & O. Farghal, "Strengthening of reinforced concrete square columns by means of ferro cement jacket", Jes Journal of Engineering Sciences, vol. 0, no. 0, p. 888-909, 2020. https://doi.org/10.21608/jesaun.2020.118571
[3] I. Imron, B. Piscesa, & A. Zacoeb, "No linear analysis of reinforced concrete column strengthened by reinforced concrete jacketing with high strength steel", Journal of Civil Engineering, vol. 37, no. 2, p. 72, 2022. https://doi.org/10.12962/j20861206.v37i2.13641
[4] Y. Hassanean, K. Assaf, S. Raheem, & A. Arafa, "Behavior of repaired R.C. beams by using steel fiber concrete jacket and subjected to short time repeated loading", Jes Journal of Engineering Sciences, vol. 40, no. 5, p. 1309-1324, 2012. https://doi.org/10.21608/jesaun.2012.112111
[5] G. Thermou, V. Papanikolaou, & A. Kappos, "Flexural behaviour of reinforced concrete jacketed columns under reversed cyclic loading", Engineering Structures, vol. 76, p. 270-282, 2014. https://doi.org/10.1016/j.engstruct.2014.07.013
[6] S. Hasibuan, "Revitalizing infrastructure: assessing concrete jacketing for reinforced concrete column rehabilitation", International Journal of Innovative Research in Computer Science & Technology, vol. 12, no. 1, p. 40-44, 2024. https://doi.org/10.55524/ijircst.2024.12.1.8
[7] M. Olabi, N. Caglar, & N. Koroglu, "Numerical investigation for moment-curvature relationship of CFRP jacketed RC columns", Academic Platform Journal of Engineering and Smart Systems, vol. 8, no. 1, p. 102 - 111, 2020. https://doi.org/10.21541/apjes.584148
[8] M. Alkhateeb and F. Hejazi, "Strengthening reinforced concrete beams through integration of cfrp bars, mechanical anchorage system, and concrete jacketing", Materials, vol. 17, no. 12, p. 2794, 2024. https://doi.org/10.3390/ma17122794
[9] P. Krainskyi, Y. Blikharskyy, R. Khmil, & P. Vegera, "Influence of loading level on the bearing capacity of RC columns strengthened by jacketing", MATEC Web of Conferences, vol. 230, p. 02013, 2018. https://doi.org/10.1051/matecconf/201823002013
[10] R. Erdem and E. Gucuyen, "Impact effect on the existing and strengthened reinforced concrete columns", Journal of Design Architecture Engineering , vol. 3, no. 2, p. 169-177, 2023. https://doi.org/10.59732/dae.1284381
[11] S. Hassani and U. Dackermann, "A systematic review of advanced sensor technologies for non-destructive testing and structural health monitoring", Sensors, vol. 23, no. 4, p. 2204, 2023. https://doi.org/10.3390/s23042204
[12] Y. Masri and T. Rakha, "A scoping review of non-destructive testing (ndt) techniques in building performance diagnostic inspections", Construction and Building Materials, vol. 265, p. 120542, 2020. https://doi.org/10.1016/j.conbuildmat.2020.120542
[13] Y. Aziz and M. Wahab, "Finite element modeling of rc beams repaired and strengthened using jackets of cementitious materials and subjected to elevated temperatures", International Journal of Advanced Engineering and Business Sciences, vol. 4, no. 2, p. 1-28, 2023. https://doi.org/10.21608/ijaebs.2023.176457.1074
[14] K. Georgiadi-Stefanidi, E. Mistakidis, P. Perdikaris, & T. Papatheocharis, "Numerical simulation of tested reinforced concrete beams strengthened by thin fibre-reinforced cementitious matrix jackets", Earthquakes and Structures, vol. 1, no. 4, p. 345-370, 2010. https://doi.org/10.12989/eas.2010.1.4.345
[15] CSI, ETABS Analysis and Design of Building Systems. Berkeley, California: Computers and Structures Inc., 2020.
[16] Badan Standardisasi Nasional, SNI 1726:2019 Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Bangunan Gedung dan Nongedung. Jakarta: Badan Standardisasi Nasional, 2019.
Downloads
Published
Issue
Section
License
Copyright (c) 2024 I Putu Nida Verdi Antara, I Nengah Sinarta, Ni Made Widya Pratiwi, I Putu Ellsa Sarassantika, I Gede Dhana Putra Sanjaya

This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Authors who publish with this journal agree to the following terms:
1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution-ShareAlike 4.0 International (CC BY-SA 4.0) that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).




