التفاصيل البيبلوغرافية
| العنوان: |
Analysis of Plain and Threaded Spiral Reinforcement on The Compressive Strength of Concrete Cylinder with Coarse Agregate From Baula |
| المؤلفون: |
La Ola, Mursalim, Rustan, Fathur Rahman, Hidayat, Arman, Niza, Nira |
| المصدر: |
JOURNAL OF CIVIL ENGINEERING BUILDING AND TRANSPORTATION; Vol. 7 No. 2 (2023): JCEBT SEPTEMBER; 151-156 ; 2549-6387 ; 2549-6379 ; 10.31289/jcebt.v7i1 |
| بيانات النشر: |
Universitas Medan Area |
| سنة النشر: |
2023 |
| المجموعة: |
Jurnal Universitas Medan Area |
| مصطلحات موضوعية: |
concrete, spiral reinforcement, plain steel bars, threaded steel bars |
| الوصف: |
Column is a part of concrete structure that bears the largest axial compressive load. The use of stirrup reinforcement in columns can maintain strength and stability so that the load is distributed evenly. The Indonesian Structural Concrete Requirements for Building (SNI 2847:2019) requires the use of threaded steel bar in column structures. This research aims to determine the effect of using plain steel bars (BJTP) and threaded steel bars (BJTS) reinforcement with a spacing variation of 3 cm and 5 cm. The research was conducted by conducting cylinder concrete test with a diameter of 15 cm and a height of 30 cm, spiral reinforcement with a diameter of 10 cm, concrete cover of 25 mm, and plain and threaded steel bars with a diameter of 10 mm. The test object is divided into 5 conditions, namely without any reinforcement, plain steel bars reinforcement, threaded steel bars reinforcement, and variations of 3 cm and 5 cm spacing on each steel bar reinforcement. The concrete used is made of local materials Baula splits and Tamboli sands from Kolaka District. The test results on concrete at 28 days showed that the use of spiral reinforcement on cylinder concrete can significantly increase its compressive strength by more than 50%, even reaching above 100% at closer spacing. Spiral reinforcement with threaded steel bars shows better strength increase compared to spiral reinforcement with plain steel bars. ; Kolom adalah bagian dari struktur bangunan beton yang menanggung beban aksial tekan terbesar. Penggunaan sengkang pada kolom mampu menjaga kekuatan dan stabilitas agar beban terbagi merata. Persyaratan Beton Struktural untuk bangunan gedung (SNI 2847:2019) mewajibkan penggunaan sengkang ulir pada struktur kolom. Penelitian ini bertujuan untuk mengetahui pengaruh penggunaan sengkang polos (BJTP) dan ulir (BJTS) dengan variasi jarak sengkang 3 cm dan 5 cm. Penelitian dilakukan dengan melakukan uji tekan silinder beton diameter 15 cm dan tinggi 30 cm, sengkang spiral berdiameter 10 cm, selimut beton 25 mm, dan baja ... |
| نوع الوثيقة: |
article in journal/newspaper |
| وصف الملف: |
application/pdf |
| اللغة: |
English |
| Relation: |
http://ojs.uma.ac.id/index.php/jcebt/article/view/8953/4760; http://ojs.uma.ac.id/index.php/jcebt/article/view/8953 |
| الاتاحة: |
http://ojs.uma.ac.id/index.php/jcebt/article/view/8953 |
| Rights: |
http://creativecommons.org/licenses/by/4.0 |
| رقم الانضمام: |
edsbas.1F9D5A44 |
| قاعدة البيانات: |
BASE |