Device for knobby pushing and expanding spiral immersed tube stake and its engineering method

A technology of immersed tubular piles and spirals, which is applied to sheet pile walls, foundation structure engineering, drilling equipment and methods, etc., can solve the problems of internal stress not being released, increase vibration and noise, increase bearing capacity, etc., and achieve construction The effect of cost reduction, increase of construction speed and increase of pile strength

Active Publication Date: 2007-12-26
CHINA RAILWAY ECONOMIC & PLANNING RES INST +2
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] In recent years, the technology of sinking piles has been widely used, regardless of vibration sinking or static pressure sinking, can obtain fast, simple and low-cost effects, and is very popular among developers. However, in recent years, there are many problems in the actual implementation of construction. , especially on the soil squeezing effect, there are many problems. For example, when other piles cannot meet the bearing capacity, the number of piles must be increased, the distance between piles must be reduced, the internal stress cannot be released, and the soil squeezing effect is greater. In the process of pile-forming and pulling pipes, problems such as broken piles and diameter reduction often occur
In order to improve the bearing capacity, rammed and expanded sinking piles appeared again. Although the bearing capacity was increased, the vibration and noise were also increased.

Method used

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  • Device for knobby pushing and expanding spiral immersed tube stake and its engineering method

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Embodiment Construction

[0010] As shown in Figure 1: the lower end of the outer tube 2 is connected to the cement head 1, the outer tube 2 is connected to the lower bow pressing arm 4 through the pivot pin 3, the lower bow pressing arm 4 is connected to the upper bow pressing arm 6 through the pivot pin 5, and the upper bow pressing arm 6 The inner pipe 8 is connected by the shaft pin 7, the outer pipe 2 is socketed with the inner pipe 8, the outer pipe is welded with a spiral blade 20, the outer pipe 2 has a sprue 19 on the upper part of the sprue 19 of the outer pipe, and the hydraulic motor 18 is connected. , the hydraulic motor 18 of the outer tube 2 is connected to the vibrator 17, and the outside of the outer tube above the vibrator 17 is a locking block 9, which is connected to the outer tube 2 through the pivot pin 10, and the piston rod 16 is connected to the inner tube through the pivot pins 11 and 12. 8 connections, the piston rod 16 is placed in the oil cylinder 13, and the oil cylinder 13...

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Abstract

The invention relates to a multi-section expansion screw pipe-deposition post, which is formed by inner pipe, outer pipe, upper and lower bow compression arms, axial pin, cylinder, hydraulic motor, vibrator and a cement head. First, entering said device into ground via vibration and rotation; lifting the steel cage into pipe; filling concrete; connecting the cylinder on the upper end of pipe to be expanded; vibration lifting the pipe to a preset height to be expanded; calling back it to be lifted and expanded again; calling it back and filling concrete and lifting the pipe from the hole to from several pipe-deposition post with multi-expanded head and multi-branch. The invention can fully utilize the bearing ability of soil, and the multi-section expanded head has strong strength of post, big distance between posts and less posts. Since the outer pipe with bigger outer diameter and the screw blades can discharge the soil, it can solve the soil-compression effect to confirm the operation quality with improved working efficiency, reduced cost and non-noise.

Description

Technical field: [0001] The invention relates to an immersed tube extrusion device and its construction method in the field of engineering construction, in particular to a multi-section extrusion and expansion immersed pipe cast-in-place pile in construction and its construction method, which are used for foundation treatment of construction engineering. Background technique: [0002] In recent years, the technology of sinking piles has been widely used, regardless of vibration sinking or static pressure sinking, can obtain fast, simple and low-cost effects, and is very popular among developers. However, in recent years, there are many problems in the actual implementation of construction. , especially on the soil squeezing effect, there are many problems. For example, when other piles cannot meet the bearing capacity, the number of piles must be increased, the distance between piles must be reduced, the internal stress cannot be released, and the soil squeezing effect is gre...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D5/48E02D5/38E02D7/00E21B7/28
Inventor 贺德新
Owner CHINA RAILWAY ECONOMIC & PLANNING RES INST
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