A Review on Need of Effective Construction Management for Box Girder Segment Erection Techniques by Under Slung

Authors

  • Mr. Md. Badruddin PG Student, Dept of Civil Engg, PVPIT, Pune, Maharashtra
  • Prof. Dr. D. B. Jasutkar HOD, Dept of Civil Engg, PVPIT, Pune, Maharashtra

DOI:

https://doi.org/10.29070/2qx5wx05

Keywords:

Construction Management, Infrastructure, Box Girder, Erection Techniques

Abstract

India is creating nation due to which foundation development massively expanding day by day. As result of advancement keen arrangement required for cites infrastructural development, all of which require to be coordinates with open transport. Different inquires about and improvement are held by analysts to discover financial and time sparing technic of developments. Precast concrete is one of those investigates. The support of precast strategy in development has expanded around the world within the final few decades. This strategy of superstructure casting in urban ventures proposal numerous points of interest like diminished costs, decreased development time, decreased natural impacts, and diminished support of activity. The beneath thrown strategy for propelling box support sections stands as an inventive and effective procedure in advanced bridge development. This strategy includes suspending pre-cast box support sections from transitory underpins underneath the completed parcels of the bridge and incrementally advancing these sections to make the superstructure. The ponder will investigates the complexities and points of interest of this procedure, centering on its execution .To study the part of the transitory pre-stressing framework within the cantilever gathering prepare of the precast section box support bridge, . It is additionally critical the amid the development stage of appropriate usage of administration framework to realize the security quality and opportune completion of ventures, In this paper the need of need of effective construction management is analyzed also the effective construction management is helpful for box segment erection techniques under slag will review from various research papers and literature

References

Piyush Rathod1, Jayesh Pitroda2, J.J.Bhavsar,” A Short Study on launching techniques”International Conference on: “Engineering: Issues, opportunities and Challenges for Development

P.Vigneshwaran., M. Arunpandiyan, C.Ashwinkumar., M.Balaji., R.Chandrasekaran,” A Study On Construction Challenges Of Bridges In The Hilly Areas Of Tamilnadu”, International Journal Of Current Engineering And Scientific Research (Ijcesr) 2394-0697, Volume-6, Issue-3, 2019

P Bujnakova,” Construction of precast segmental box girder bridge” Materials Science and Engineering 385 (2018) 012007 doi:10.1088/1757-899X/385/1/012007

Pungky Dharma Saputra*, Yusuf Latief.” Development of Safety Plan Based on Work Breakdown Structure to Determine Safety Cost for Precast Concrete Bridge Construction Projects. Case Study: Girder Erection with Launching Gantry Method Civil Engineering and Architecture 8(3): 297-304, 2020

Piyun Zhang, Xinwen Jiang, Huilian Gan,” Research on the Overall and Local Mechanical Behaviors of Steel Box Girder Cable-Stayed Bridge via Incremental Launching Construction Insight - Civil Engineering Volume 3 Issue 2 | 2020 | 35

Fritz Leonhardt, Willi Baur and Wolfgang Trah : Brucke Ober den Rio Caroni, Venezuela. (Bridge over the Rio Caroni, Venezuela). Beton- and Stahlbetonbau, Vol. 2/1

Giancarlo Giuliani : II nuovo ponte per I'oleodotto dell'Europa centrale, realizzato sul fiume' Po con il sistema dell'autovaro. (The new bridge for the oil pipeline of Central Europe, built across the River Po according to the Incremental Launching Method). L'Industria Italiana del Cemento, March02015

P. Launay, P. Baum, P. Chassagnette, H. Stouff : Une Nouvelle Methode de Construction des Ouvrages de Franchissement en Beton Precontraint «Le Poussage». (A New Method of Construction of Prestressed Concrete Bridges and Viaducts -Incremental Launching). Contribution to the 6th FIP Congress 2016 Engineering Research. Vol. 4, pp 44-49.

Pepper, M., 2010, “The evolution of Six Sigma”, International Journal of Quality, Vol.2, pp.138-155.

Nayan J P, 2013, A review of Six Sigma implementation, International journal of Modern Engineering Technology.Vol. 4, pp 556-560

Darshan Patel, 2014, Productivity improvement through Six Sigma methodology in manufacturing, International journal of Research in Technology ,Vol. 4, pp 556-560

Rishi Raj, 2014, Quality improvement Tool, Six Sigma: International journal of Enhanced Research in Science , Engineering and Technology, Vol 3, pp 265-272

Tejaskumar Parsana, 2014, Six Sigma Implementation and Practices, International journal for Engineering applications, Vol 4,pp 663-673.

Tanmay Patel, 2014, Quality Improvement in steel making plant Using Six Sigma. International Journal for Mechanical Engg. and Information, Vol: 2, pp 275-280.

Sarvanamuthu M,2013, Implementation of Six Sigma techniques in load conscious valve assembly line, International Journal of Mechanical Engineering, vol. 2, pp 42-46.

Aditi Sharma, 2013, Concept of six sigma and its application in Banking, International journal of applied research, Vol. 3, pp 433-438.

Andrej Tranka, 2013, The retraining churn data mining model in DMAIC phases, Journal of communication and Computer, vol. 1, pp 1063-1069.

Nagendra Gupta, 2014, Six Sigma Methodology, International journal of Engineering Science and Technology, Vol.7, pp: 417-422.

Arunagiri P, 2013, Reduction of delay in Manufacturing process using lean six sigma, International journal of Engineering Scientific and research, Vol.3, pp: 1-4.

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Published

2024-09-03

How to Cite

[1]
“A Review on Need of Effective Construction Management for Box Girder Segment Erection Techniques by Under Slung”, JASRAE, vol. 21, no. 3, pp. 88–92, Sep. 2024, doi: 10.29070/2qx5wx05.

How to Cite

[1]
“A Review on Need of Effective Construction Management for Box Girder Segment Erection Techniques by Under Slung”, JASRAE, vol. 21, no. 3, pp. 88–92, Sep. 2024, doi: 10.29070/2qx5wx05.