Műegyetemi Digitális Archívum

Novel developments to precast bridge girder technology by the BME-ZÁÉV research cooperation

Date

Type

könyvfejezet

Language

en

Publisher

Budapest University of Technology and Economics

Reading access rights:

Open access

Rights Holder

Szerző

Conference Date

2023.06.20.-2023.06.23.

Conference Place

Keszthely, Hungary

Conference Title

Creative Construction Conference 2023

ISBN, e-ISBN

978-615-5270-79-6

Container Title

Proceedings of the Creative Construction Conference 2023

Department

Építéstechnológia és Menedzsment Tanszék

Version

Online

Faculty

Faculty of Architecture

First Page

130

Note

Creative Construction Technology and Materials

Subject Area

Műszaki tudományok

Subject Field

Műszaki tudományok - építészmérnöki tudományok

Subject (OSZKAR)

bridge girder
bonded and unbonded post-tensioning
fibre reinforced polymer
self-compacting concrete
digitalization

Gender

Konferenciacikk

University

Budapest University of Technology and Economics

OOC works

Abstract

The Competence Center on Safety Science and Technology joints significant research effort of the Budapest University of Technology and Economics (BME) and the potential industrial partners on several fields of industrial safety. On the building industry branch of this project novel bridge girder technologies have been developed by the cooperation of the Civil Engineering Faculty of BME and the ZÁÉV Construction Co Ltd. (ZÁÉV). These technologies aim to reduce the production time and cost, utilize the structural benefits of post-tensioning and ensure sufficient durability for products subjected to extreme chloride and freeze-thaw effects. The main outcome of the project is the full development of a brand-new, 0,9 m high bridge girder family made of self-compacting concrete. The use of self-compacting concrete is completely new in bridge girder technology in Hungary where high compressive strength both at young age and sufficient durability during 100 years of service life are the major demands to complete. For this purpose two mixes including limestone powder and CEM III type cement as additions were developed and tested in laboratory and factory conditions. The practical applicability of internal bonded and unbonded as well as external unbonded types of post-tensioning with various layouts were tested on two-span prototype systems. Following the international trends to extend service life or to further improve the durability of bridges subjected to extreme environmental conditions, possible solutions can be either to use embedded fibre reinforced polymer (FRP) bars instead of traditional steel ones as reinforcement in concrete or to structurally combine them with post-tensioning of full corrosion protection in hybrid-type bridge girders. The applicability of all these developments were demonstrated by failure load tests on full-scale prototype units of the girder family using an exclusive loading platform built on the storage area of the manufacturer. The developed bridge girder family already has CE marking.

Description

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