Process of Tower Erection in Sections with Internal-Suspended and External-Guyed Holding Pole of Pivot Strut of Iron Tower’s Main Members

Da Ni; Huai Wei Yang; Xiao Yuan Chen; Yong Jun Xia

doi:10.4028/www.scientific.net/AMR.1065-1069.1568

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Process of Tower Erection in Sections with...

Process of Tower Erection in Sections with Internal-Suspended and External-Guyed Holding Pole of Pivot Strut of Iron Tower’s Main Members

Abstract:

This thesis introduces the main process flows of holding pole lifting and supporting pole installation during the tower erection by combining the landform features of “high mountains and highlands in Eastern Tibet and Western Sichuan Province” of power transmission and transformation of grid networking between Changdu of Tibet and Sichuan Province, aiming at the problem that that the line stringing of holding pole is influenced by landforms of cliff, etc. and adopting light combined compound-material holding pole as lifting mechanism, to solve the tower erection at the tower positions like cliff and isolating mountains where traditional holding poles cannot be erected effectively.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1568-1572

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1568

Citation:

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Online since:

December 2014

Authors:

Da Ni*, Huai Wei Yang, Xiao Yuan Chen, Yong Jun Xia

Keywords:

Light-Type Combined Compound-Material Holding Pole, Main Holding Pole, Supporting Pole, Tower Erection Process

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* - Corresponding Author

References

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