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Pile automatic fast rotation docking structure

An automatic technology for foundation piles, applied in foundation structure engineering, sheet pile walls, buildings, etc., can solve the problems of cumbersome operation, time-consuming, labor-intensive cost, etc., and achieve the effect of simple operation and low cost

Inactive Publication Date: 2016-08-24
XUZHOU UNIV OF TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0003] In order to overcome the problems of cumbersome operation, time-consuming, troublesome and high cost in the existing foundation pile docking method, the present invention provides an automatic and fast rotating foundation pile docking structure. The pile automatic fast rotation docking structure is easy to operate, saves time and effort, and low cost, and can realize automatic fast rotation docking

Method used

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  • Pile automatic fast rotation docking structure
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Embodiment Construction

[0015] In the figure, the foundation pile automatic fast rotation docking structure includes threaded section 1, conical frustum annular groove 2, conical frustum 3, conical frustum grouting opening 4, upper foundation pile to be connected 5, conical groove grouting opening 6, conical wall annular Groove 7, threaded conical truncated groove 8 and bottom pile 9 to be connected; at the end of the lower end of the cylindrical upper part to be connected to foundation pile 5, an extended conical frustum 3 is axially provided, and the truncated cone 3 The wall at the lower end is provided with a raised thread section 1 , the frustum 3 is evenly provided with an annular groove 2 in the transverse direction, and the upper part of the frustum 3 is provided with a semicircular frustum grouting opening 4 , the frustum grouting opening 4 There is a conical frustum grouting channel along the track of the threaded section 1 downward; at the end of the cylindrical lower part to be connected t...

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Abstract

An automatic fast rotating butt joint structure of foundation piles. At the end of the lower end of the foundation pile to be connected on the upper part, there is an extended conical truncated axially, and the wall of the lower end of the conical truncated section is provided with a threaded section, and the conical truncated ring groove is opened. There is a conical frustum grouting opening, and a conical frustum grouting channel is opened downward along the track of the threaded section; at the end of the lower part to be connected to the upper end of the foundation pile, a threaded cone matching the conical frustum is axially provided. Frustum groove, the inner upper part of the threaded conical frustum groove has a conical groove grouting opening that matches the conical frustum grouting opening, and the inner wall of the threaded conical frustum groove is evenly opened with a cone wall that matches the conical frustum annular groove Annular groove; when docking, the outside of the frustum of the cone and the inside of the groove of the threaded frustum of the cone are coated with quick-drying high-strength cement slurry. The automatic fast-rotating docking structure of foundation piles is simple to operate, saves time and effort, and is low in cost, and can realize automatic fast-rotating docking.

Description

technical field [0001] The invention relates to a butt joint structure of foundation piles, in particular to an automatic fast rotation butt joint structure of foundation piles which can be automatically and quickly rotated butt joint. Background technique [0002] The pile foundation is a force-transmitting member with a certain rigidity and bending resistance that transmits the load of the superstructure to the foundation. It is an ancient and common form of deep foundation. Compared with other foundation forms, pile foundation has the characteristics of high bearing capacity, small and uniform deformation, low material consumption, and high degree of construction mechanization. It can be applied to almost all kinds of geological conditions and various types of engineering construction. It is widely used in industrial and civil construction engineering. At present, due to some geological reasons and different bearing capacities, it is often necessary to connect several fo...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D5/52
CPCE02D5/526E02D2600/20
Inventor 李付星孙健黄传辉李沛霖
Owner XUZHOU UNIV OF TECH