Study on a New Kind of Pile-Stinging Prestressed Concrete Pipe Pile

Xin Tong Zhao; Xin Sheng Yin

doi:10.4028/www.scientific.net/AMM.351-352.246

Paper Titles

To Improve the Appearance Quality of Concrete Special-Shaped Frame Column
p.227

Flexural Behavior of Prestressed Concrete Composite Slab with Corrugated Steel Web
p.231

Buckling Analysis Method and Application of a Square Steel Tube Member with Initial Geometric Imperfection under Axial Compressive Load and Bending Moment
p.237

Theory Analysis on Buckling of a Square Steel Tube Member Strengthened by CFRP with the Initial Imperfection
p.241

Study on a New Kind of Pile-Stinging Prestressed Concrete Pipe Pile
p.246

The Determination of Friction Coefficient between Parallel Wires in Stay Cables
p.250

Analysis of Composite Timber-Concrete Ceiling Structure by Finite Element Method
p.254

Test Study on the Mechanical Behavior of Recycled Aggregate Concrete Wall-Beam
p.260

Finite Element Analysis of Cold-Formed Lipped Channel Columns with Web Stiffener
p.264

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Study on a New Kind of Pile-Stinging Prestressed...

Study on a New Kind of Pile-Stinging Prestressed Concrete Pipe Pile

Abstract:

This article offers a new style of pipe pilestinging prestressed concrete pipe pile on the basis of the prestressed concrete pipe pile. The document introduces the construction technology. At first, reserve holes in pile in advance, then press concrete blocks into the soil throughout the holes by workers or construction equipments. The author also carried on the finite element analysis, established a common prestressed concrete pipe pile model PZ and a stinging prestressed concrete pipe pile model CZ. The results showed the value of bearing capacity of CZ increased by 9 %comparing with PZ.