ANALISIS METODE PERBAIKAN PADA ELEMEN STRUKTUR KOLOM DAN BALOK BETON BERTULANG SERTA DAMPAKNYA PADA WAKTU DAN BIAYA (Studi Kasus: Proyek Jakarta Techno Park)

RIZWANDI, FARIZ (2026) ANALISIS METODE PERBAIKAN PADA ELEMEN STRUKTUR KOLOM DAN BALOK BETON BERTULANG SERTA DAMPAKNYA PADA WAKTU DAN BIAYA (Studi Kasus: Proyek Jakarta Techno Park). S1 thesis, Universitas Mercu Buana Jakarta.

[img]
Preview
 Text (Cover)
COVER.pdf
Download (378kB) | Preview
[img] Text (Bab 1)
BAB 1.pdf
Restricted to Registered users only
Download (162kB)
[img] Text (Bab 2)
BAB 2.pdf
Restricted to Registered users only
Download (366kB)
[img] Text (Bab 3)
BAB 3.pdf
Restricted to Registered users only
Download (243kB)
[img] Text (Bab 4)
BAB 4.pdf
Restricted to Registered users only
Download (433kB)
[img] Text (Bab 5)
BAB 5.pdf
Restricted to Registered users only
Download (109kB)
[img] Text (Daftar Pustaka)
DAFTAR PUSTAKA.pdf
Restricted to Registered users only
Download (173kB)
[img] Text (Lampiran)
LAMPIRAN.pdf
Restricted to Registered users only
Download (531kB)

Abstract

Proyek konstruksi merupakan rangkaian aktivitas yang dibatasi oleh target Waktu, biaya, dan mutu. Pada bangunan gedung, struktur berperan sebagai sistem pemikul yang menyalurkan beban ke tanah. Dalam penerapan beton bertulang sebagai material struktural, sering ditemukan kerusakan baik saat pelaksanaan maupun setelah pekerjaan selesai. Penelitian ini menggunakan pendekatan kualitatif untuk mengidentifikasi tipe kerusakan serta menilai metode perbaikan yang digunakan, dengan memanfaatkan data primer berupa observasi lapangan, wawancara, dan dokumentasi, serta data sekunder berupa gambar kerja dan referensi teknis. Kerusakan pada beton dipengaruhi faktor teknis dan nonteknis, dengan kontribusi terbesar berasal dari aspek teknis, terutama kesalahan pada tahap pengecoran. Berdasarkan kondisi lapangan, metode grouting dipilih sebagai teknik perbaikan untuk berbagai tingkat kerusakan, mulai dari retak struktural hingga kerusakan ringan seperti retak rambut, karena memiliki daya lekat yang baik, ketahanan tinggi, serta proses pelaksanaan yang relatif cepat sehingga mutu hasil dapat dipertahankan. Analisis juga meninjau dampak dan pengaruh metode perbaikan terhadap waktu dan biaya, meliputi potensi gangguan pada penjadwalan, perubahan durasi pada aktivitas sensitif waktu, serta implikasi pembiayaan akibat kebutuhan tenaga kerja, material, dan kemungkinan pekerjaan ulang. Temuan penelitian ini diharapkan memberikan rujukan praktis dalam penentuan strategi perbaikan yang efektif dan efisien pada elemen struktur beton bertulang agar kinerja, keselamatan bangunan, serta pengendalian waktu dan biaya tetap terjaga. A construction project is a series of activities limited by time, cost, and quality targets. In a building, the structure acts as a load-bearing system that transfers the load to the ground. In the application of reinforced concrete as a structural material, damage is often found both during implementation and after the work is completed. This study uses a qualitative approach to identify the type of damage and assess the repair methods used, utilizing primary data in the form of field observations, interviews, and documentation, as well as secondary data in the form of working drawings and technical references. Damage to concrete is influenced by technical and non-technical factors, with the largest contribution coming from technical aspects, especially errors during the casting stage. Based on field conditions, the grouting method was chosen as the repair technique for various levels of damage, ranging from structural cracks to minor damage such as hairline cracks, because it has good adhesion, high durability, and a relatively fast implementation process so that the quality of the results can be maintained. The analysis also reviews the impact and influence of repair methods on time and costs, including potential disruptions to scheduling, changes in the duration of time-sensitive activities, and financial implications due to labor, material requirements, and the possibility of rework. The findings of this study are expected to provide practical references in determining effective and efficient repair strategies for reinforced concrete structural elements so that performance, building safety, and time and cost control are maintained..

Item Type: Thesis (S1)
NIM/NIDN Creators: 41122010050
Uncontrolled Keywords: Kerusakan, Metode Perbaikan, Pengaruh Biaya, dan Pengaruh Waktu.
Subjects: 600 Technology/Teknologi > 620 Engineering and Applied Operations/Ilmu Teknik dan operasi Terapan > 624 Civil Engineering/Teknik Sipil > 624.1 Structural Engineering and Underground Construction/Teknik Struktural dan Konstruksi Bawah Tanah
600 Technology/Teknologi > 690 Buildings/Teknik Bangunan > 690.1-690.9 Standard Subdivisions of Planning, Anaysis, Engineering Design/Subdivisi Standar Dari Perencanaan, Analisa dan Teknik Bangunan > 690.1 Structural Elements/Struktur Bahan Dasar Teknik Bangunan
Divisions: Fakultas Teknik > Teknik Sipil
Depositing User: Haqi ar rachma nur
Date Deposited: 02 Apr 2026 04:37
Last Modified: 02 Apr 2026 04:37
URI: http://repository.mercubuana.ac.id/id/eprint/101484

Actions (login required)

View Item View Item
UMB Repository is powered by EPrints 3 which is developed by the School of Electronics and Computer Science at the University of Southampton. More information and software credits.