Proceedings of the International Conference on Applied Science and Technology on Engineering Science 2025 (iCAST-ES 2025)

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Performance Precast Beam Connection by Grout and Bolt Sleeve System

Authors
A. Rudi Hermawan1, Yanuar Setiawan1, *, Suripto Suripto1, Eka Sasmita Mulya1, Elvira Febri Kartikasari1
1Departement Civil Engineering, Politeknik Negeri Jakarta, Depok, Indonesia
*Corresponding author. Email: yanuar.setiawan@sipil.pnj.ac.id
Corresponding Author
Yanuar Setiawan
Available Online 31 December 2025.
DOI
10.2991/978-94-6463-926-1_25How to use a DOI?
Keywords
Bolt; Connection; Conventional; Grouting; Precast
Abstract

In the era of advances construction technology in Indonesia, the use of precast concrete as a building structural element is increasing. For efficient and strong building structures, in-depth research is necessary performance of precast beam connections. This research aims to evaluate the performance of precast beam connections using the Grout and Bolt Sleeve Connection system, which is an innovative approach in precast concrete construction technology. The experimental method was carried out by making prototype objects in the form of beam with a length of 120 cm, a width of 15 cm, and a height of 25 cm. Test objects are consist of precast and conventional beam. This prototype objects used fc’25 Mpa concrete and was grouted using SikaGrout 215, and tested using a 200 ton capacity of Universal Testing Machine (UTM) at the Jakarta State Polytechnic Civil Engineering Department Materials Laboratory. The test analysis results that the maximum deflection of the conventional beam is 9.1 mm with a maximum load of 11.7 tons. Meanwhile, the maximum deflection of the precast beam is 11.43 mm with a larger load of 15.4 tons. Precast beam connections can provide reliable and economical performance, and can be a recommendation in designing safe and efficient high-rise building structures.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the International Conference on Applied Science and Technology on Engineering Science 2025 (iCAST-ES 2025)
Series
Advances in Engineering Research
Publication Date
31 December 2025
ISBN
978-94-6463-926-1
ISSN
2352-5401
DOI
10.2991/978-94-6463-926-1_25How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

risenwbib
TY  - CONF
AU  - A. Rudi Hermawan
AU  - Yanuar Setiawan
AU  - Suripto Suripto
AU  - Eka Sasmita Mulya
AU  - Elvira Febri Kartikasari
PY  - 2025
DA  - 2025/12/31
TI  - Performance Precast Beam Connection by Grout and Bolt Sleeve System
BT  - Proceedings of the International Conference on Applied Science and Technology on Engineering Science 2025 (iCAST-ES 2025)
PB  - Atlantis Press
SP  - 213
EP  - 221
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-926-1_25
DO  - 10.2991/978-94-6463-926-1_25
ID  - Hermawan2025
ER  -