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 OJCE  Vol.6 No.4 , September 2016
Analysis on Pore-Forming Pouring Pile Construction Technology of House Building Project
Lili Hu
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Abstract: Compared with the in-place pile, the pore-forming pouring pile is more simple and convenient, with a wider range of construction. In the actual construction process, it is able to pass through complex bottom layer and water layer underground without very high requirements in equipment. The actual bearing capacity of single pile is very strong, so that it can be better to adapt to the actual needs of different scales or the different geological conditions in building. And it has been promoted and used greatly in building construction work [1]. This paper introduces the concept of the pore-forming pouring pile technology, analyzes the pore-forming construction technology and the pile construction technology, then talks about prevention problems of the pore-forming pouring pile construction in House Building Project, at last draws a conclusion that the pore-forming pouring pile technology is the most basic construction technology and is the most effective and convenient way of construction.
Keywords: Building Construction, Pore-Forming Pouring Pile, Normal Circulation Rotary Drilling Holes Forming Technology
Cite this paper: Hu, L. (2016) Analysis on Pore-Forming Pouring Pile Construction Technology of House Building Project. Open Journal of Civil Engineering, 6, 697-703. doi: 10.4236/ojce.2016.64056.
References

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[4]   Pei, C.M. (2015) Construction Engineering Technology and Design. Discussion on the Construction Technology of the Pore-forming Pouring Pile in Housing Construction. No. 22, 31-33.

[5]   Wang, C.H. (2014) Urban Construction Theory: Electronic Edition. Discussion on the Construction Technology of the Pore-forming Pouring Pile in Housing Construction. No. 21, 12-13.

[6]   Sawant, V.A. and Chore, H.S. (2010) Building Frame-Pile Foundation-Soil Interactive Analysis Using 3-D FEM. Journal of Structural Engineering (JoSE), 36, 318-325.

[7]   Polous, H.G. (1968) Analysis of Settlement of Pile Groups. Géotechnique, 18, 449-471.
http://dx.doi.org/10.1680/geot.1968.18.4.449

 
 
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