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ANALISIS TEKNIK PELAKSANAAN SAMBUNGAN TULANGAN KOLOM PEDESTAL RANGKA ATAP MENGGUNAKAN METODE CHEMICAL ANCHOR PADA PROYEK GEDUNG AUDITORIUM Nabila Fiqi; Edo Barlian; Daniel Anderson Munthe; Nazwa Qaila; Izmi Khairani; M. Wisnu Widjaya
JUMATISI: Jurnal Mahasiswa Teknik Sipil Vol 7 No 1 (2026): JUMATISI (Jurnal Mahasiswa Teknik Sipil)
Publisher : Universitas Muhammadiyah Metro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24127/jumatisi.v7i1.12077

Abstract

A pedestal column is a relatively short vertical structural element that functions to transfer loads from the superstructure to the foundation. In the construction project of the Progressive Auditorium Building at Muhammadiyah University of North Sumatra (UMSU), the reinforcement connection of the roof-frame pedestal columns could not be installed simultaneously with the foundation casting due to design modifications and installation errors encountered on site. Consequently, the chemical anchor method was adopted as a technical solution. This study aims to analyze the implementation technique of the reinforcement connection, including its compliance with applicable standards and the challenges encountered during field execution. A qualitative descriptive approach was employed, with data collected through direct observation, documentation, interviews with technical personnel, and literature review. The chemical anchoring product used was Hilti HIT-RE 500 V3, with D22 reinforcing bars, a drilling diameter of 25 mm, and an embedment depth of 200 mm. Data were analyzed descriptively by comparing field implementation practices with the requirements of ETAG 001 Part 5 (Bonded Anchors) and SNI 2847:2019 concerning Structural Concrete Requirements for Buildings. The evaluation of six implementation stages indicated that five stages—drilling point determination, hole cleaning, resin injection, reinforcement installation, and a 24-hour curing process—were carried out in accordance with the prescribed standards. One stage requiring improvement was the drilling process, where the drill bit encountered existing reinforcing bars embedded in the concrete at several locations. As a result, drilling had to be repeated at adjusted positions while maintaining the required reinforcement spacing and compliance with the construction drawings. The primary cause of this issue was the inability to identify the exact location of the existing reinforcement during the drilling point marking stage. Overall, the application of the chemical anchor method in this project produced a bond between the new reinforcement and the existing concrete that satisfied the applicable standards and construction requirements. Therefore, this method can serve as a technical reference for similar projects involving phased construction of educational institutional buildings.
ANALISIS PENGARUH SAFETY CULTURE TERHADAP KEPATUHAN PENGGUNAAN APD PADA PEMBANGUNAN RUMAH SAKIT XYZ Marini Grace Gultom; Erida Denyaty Tambunan; Fachreza Solahuddin Ritonga; Refael Markus Samosir; Edo Barlian; A.Daniel Anderson Munthe
JUMATISI: Jurnal Mahasiswa Teknik Sipil Vol 7 No 1 (2026): JUMATISI (Jurnal Mahasiswa Teknik Sipil)
Publisher : Universitas Muhammadiyah Metro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24127/jumatisi.v7i1.12078

Abstract

This study examined the influence of workplace safety culture on workers' compliance with personal protective equipment (PPE) usage at the XYZ Hospital construction project over a four-week observation period in April 2026. The findings demonstrate a consistent and progressive improvement in PPE compliance, which can be attributed to structured safety culture reinforcement measures implemented throughout the observation period. During the first week (April 6–11, 2026), average PPE compliance rates ranged between 86–88%. While this figure already reflects a relatively high baseline level of compliance, instances of non-compliance were still recorded, particularly regarding the use of gloves and safety vests. This suggests that, at the outset, workers had general awareness of PPE requirements, but adherence to all four types of equipment — helmets, safety vests, safety shoes, and gloves — was not yet fully consistent. A notable upward trend emerged in the second and third weeks, as compliance rates climbed to 90–96%. This improvement coincided with the implementation of daily morning safety briefings (K3 briefings), intensified safety socialization sessions, and stricter supervision by the project management team. These findings are consistent with the view that safety culture is not merely a static set of rules but an active, ongoing process shaped by managerial engagement and continuous communication. When workers receive regular reminders and perceive that management genuinely prioritizes safety, their behavioral compliance tends to increase accordingly. By the fourth week (April 24–30, 2026), PPE compliance reached its highest recorded levels, ranging from 94–98%, with an overall average of 91.6% across the entire observation period. This peak level of compliance, sustained toward the end of the study, suggests that the safety interventions did not produce only a short-term or reactive effect, but contributed to a gradual normalization of safe behavior among the workforce. A particularly noteworthy finding is that compliance improvements were sustained despite daily variation in the number of workers on site. This indicates that the behavioral changes observed were not simply a function of workforce size or composition on any given day, but were instead driven by shifts in workplace safety culture — specifically, through the combined influence of routine supervision, continuous socialization, and active managerial support. This distinction is important, as it points to culture and management as more reliable predictors of compliance than situational or demographic factors. These results align with the broader literature on safety climate and behavioral safety, which consistently identifies management commitment, worker involvement, and communication as key determinants of safety compliance in high-risk industries. The construction sector, with its dynamic work environments, rotating workforce, and multi-hazard conditions, is particularly dependent on strong safety culture as a foundation for consistent protective behavior. From a practical standpoint, this study underscores the importance of embedding safety culture reinforcement into daily project management routines, rather than treating safety briefings or socialization as one-time events. The progressive improvement observed here suggests that frequency and consistency of safety communication — combined with visible management accountability — are critical levers for sustaining and improving PPE compliance over time. This research is expected to serve as a practical reference for contractors and project managers, particularly those involved in the construction of healthcare facilities, where safety failures carry heightened consequences for both workers and future patients. Developing and enforcing a structured safety culture framework — encompassing regular oversight, participatory safety briefings, and sustained managerial engagement — appears to be an effective strategy for improving worker discipline and reducing PPE non-compliance in construction project environments.
METODE PELAKSANAAN DAN PERHITUNGAN KEBUTUHAN MATERIAL UNTUK PEKERJAAN PILECAP PADA LANTAI SEMIBASEMENT Putri Enzelina Rajagukguk; Agnes Ayu Sihotang; Betesda Valentina Br Ginting; Joel Alex Christy; Edo Barlian; A Daniel Anderson Munthe
JUMATISI: Jurnal Mahasiswa Teknik Sipil Vol 7 No 1 (2026): JUMATISI (Jurnal Mahasiswa Teknik Sipil)
Publisher : Universitas Muhammadiyah Metro

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24127/jumatisi.v7i1.12082

Abstract

Pile cap berperan sebagai elemen struktur bawah yang mengikat kepala tiang pancang dan meneruskan beban bangunan secara merata ke sistem pondasi. Ketepatan metode kerja serta akurasi perhitungan kebutuhan material sangat menentukan keberhasilan pelaksanaan pekerjaan ini di lapangan. Kajian ini bertujuan mengidentifikasi tahapan pelaksanaan pekerjaan pile cap dan menghitung kebutuhan material pada lantai semi basement Zona 6 Proyek Pembangunan Rumah Sakit Murni Teguh Gama City. Metode yang digunakan bersifat deskriptif kuantitatif, dengan data primer diperoleh dari pengamatan lapangan dan data sekunder dari shop drawing serta dokumentasi proyek. Hasil kajian menunjukkan bahwa pelaksanaan pile cap menerapkan metode konvensional yang meliputi pekerjaan persiapan, penggalian tanah, pembobokan kepala tiang pancang, pemasangan bekisting batako, penghamparan lantai kerja, perakitan tulangan, hingga pengecoran beton mutu K-350 dengan tulangan D19 dan D22. Pada 22 unit pile cap yang terbagi dalam 11 tipe (F2, F4, F5, F7, F8, F9, F10, F12, F16, FL12, dan FL23), total kebutuhan bekisting batako tercatat 7.639 buah dengan luas keseluruhan 509,24 m², sementara kebutuhan lantai kerja dan beton ready mix bervariasi dari 3,5 m³ (F2) hingga 387,2 m³ (F16), dan kebutuhan tulangan berkisar dari 291,16 kg (F2) hingga 3.955,23 kg (FL23). Hasil ini diharapkan menjadi acuan teknis pengadaan material pada proyek sejenis.