Abstract
At present, the jacket piles are lifting onto the barge by crawler crane or floating crane in domestic and overseas in traditionally methods. The piles are too heavy (normally 400t-700t each) and long (normally more than 100m long), large crawler cranes or floating cranes are usually be used in lifting. As all know, the unit price of floating cranes are expensive and much area are needed for the crawler cranes. In order to solve these problems, based on the characteristic of the piles rolling in the circumferential direction, this paper introduced a new process for the jacket piles rolling onto the barge. A suite of project auxiliary structures need to be designed to complete the whole process. The designing process for the project auxiliary structures is introduced in this paper.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.