Open Research Newcastle
Browse

Preliminarily experimental research on local pressure loss of fresh concrete during pumping

Download (830.73 kB)
journal contribution
posted on 2025-05-11, 15:44 authored by Jian Chen, Haibo Xie, Jie GuoJie Guo, Bin ChenBin Chen, Feng Liu
The pressure of the fresh concrete during pumping in conveying pipes is critical in both concrete pump design and conveying pipes layout. The local pressure loss occurring at the connections between pipes, which often has been overlooked in the total pumping pressure research, is quite significant compared to the total pressure drop, especially for long conveying pipes. In this study, strain gauge based method was applied to measure the pressure drop at the connections of concrete during pumping. In this method, the strain gauges were calibrated by water pressure to obtain the correlation between the strain and pressure. An empirical equation for predicting the local pressure loss was also proposed and validated based on the experimental data. The results indicated that the pressure loss per pipe connection for general grades of concrete is within 0.01–0.045 MPa when the pumping rate ranges from 40  to 80  m3/h to 80 m3/h.

History

Journal title

Measurement

Volume

147

Article number

106897

Publisher

Elsevier

Language

  • en, English

College/Research Centre

Faculty of Engineering and Built Environment

School

School of Engineering

Rights statement

© 2019. This manuscript version is made available under the CC-BY-NC-ND 4.0 license http://creativecommons.org/licenses/by-nc-nd/4.0/.

Usage metrics

    Publications

    Exports

    RefWorks
    BibTeX
    Ref. manager
    Endnote
    DataCite
    NLM
    DC