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     Research Journal of Applied Sciences, Engineering and Technology


Feasibility Experimental Analysis of a New Anchorage in Reconstruction of Pre-stressed Structure

1Dongsheng Shi, 1Weitao Huang and 2Zheng Ma
1School of Civil Engineering, Inner Mongolia University of Technology, Huhhot 010051, China
2Xing Tai Construction Group, Dong Sheng, Inner Mongolia 017000, China
Research Journal of Applied Sciences, Engineering and Technology  2014  9:1842-1847
http://dx.doi.org/10.19026/rjaset.7.471  |  © The Author(s) 2014
Received: June 07, 2013  |  Accepted: July 22, 2013  |  Published: March 05, 2014

Abstract

In this study, a new anchorage used for reconstructive engineering of pre-stressed structure is mainly introduced. Pre-stressed concrete structures began to appear at the end of the 19th century. The structure form of pre-stressed concrete expresses outstanding advantages and gets a wide application, no matter in the functional form or structural properties as well as in construction or investment benefit. Facing functional changes and a situation that structure opening is often inevitable on the floor; the ordinary anchorage cannot fully meet the requirements of the reconstructive engineering. It`s urgent to test the new anchorage whose outstanding characteristic is higher anchoring coefficient, separated anchoring cup, participating of retaining bolt. Combined with several data analysis of anchorage test, a comprehensive study of the anchorage is indispensable to explore the feasibility of engineering applications.

Keywords:

Anchorage, concrete structure, experiment, pre-stressing, reconstruction,


References

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Competing interests

The authors have no competing interests.

Open Access Policy

This article is distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

Copyright

The authors have no competing interests.

ISSN (Online):  2040-7467
ISSN (Print):   2040-7459
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