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Construction method of enclosing level rotary-jet pile hole-mouth using double-liquid slip jection method

A technology of horizontal rotary jetting piles and double-liquid grouting, which is used in sheet pile walls, soil protection, infrastructure engineering, etc. methods, and problems such as difficulty in transporting and driving wood piles into the equipment, to achieve the effects of simple and reliable construction methods, saving construction space and time, and improving construction speed

Inactive Publication Date: 2009-07-08
SHANGHAI JIAOTONG UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Although the horizontal rotary spraying has been applied to practical projects for many years at home and abroad, the problem of water-tight sealing of the orifice has not been well solved.
However, there is no practical method for the treatment of the outflow of drilling water and groundwater during drilling, and the discharge of excess mud during the rotary spraying process.
In addition, it is very inconvenient to drive wooden piles in the small underground construction space, and it is difficult to operate the wooden piles and driving equipment underground, which is very uneconomical and reasonable

Method used

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  • Construction method of enclosing level rotary-jet pile hole-mouth using double-liquid slip jection method
  • Construction method of enclosing level rotary-jet pile hole-mouth using double-liquid slip jection method
  • Construction method of enclosing level rotary-jet pile hole-mouth using double-liquid slip jection method

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Embodiment

[0021] The test site is the reinforcement project of the exit end of a shield tunnel in a subway station in Shanghai. 5 horizontal jet grouting piles were constructed with the composite pipe horizontal jet grouting method, of which 3 piles were 9 meters long and 2 piles were 25.0 meters long; the single pipe method was used to construct 3 horizontal jet grouting reinforcements with a length of 9 meters. The pile diameter is 1.0-1.5 meters. The stratum reinforced on site is a silty clay layer④, which is in flow-plastic state. The water-cement ratio of cement slurry is 1:0.5. The sealing process of the rotary jet orifice is as attached figure 1 4. The details are as follows:

[0022] 1) The structure of the sealing tube is as attached figure 1 As shown, steel casings with water stop valve groups are installed on the outside of the retaining wall. The inner diameter of the steel pipe sleeve is 196mm, and it is connected to the underground retaining wall through a flange.

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Abstract

A construction method for sealing the hole of a horizontal jet-grouting pile by double-fluid grouting method, comprising the following steps: 1) drilling a hole in a retaining wall; 2) installing a steel sleeve with a group of water-stop valves on the outer side of the retaining wall The steel casing has three valves: the first valve is installed at the bottom of the steel casing; the second valve is installed at the top of the steel casing above the first valve; the third valve is installed between the first valve and the second valve Outside; 3) Drilling construction: close the second valve, open the third valve, insert the drilling rotary spraying composite pipe into the orifice; open the first valve; 4) rotary spraying construction; 5) orifice plugging: rotary spraying ends After pulling out the rotary nozzle, close the first valve and the third valve; 6) pour water into the glass; open the second valve, insert the grouting pipe from the second valve, and inject the water glass; 7) check the hardness. The invention requires only a small amount of equipment, and the construction method is simple and reliable, the construction speed of the orifice sealing is doubled, and the strength of the orifice is increased by more than 50%.

Description

technical field [0001] The invention relates to a construction method used in the technical field of tunnel engineering, in particular to a construction method for sealing the hole of a horizontal jet grouting pile by using a double-liquid grouting method. Background technique [0002] In recent years, due to the continuous deepening of the construction of urban subways, underground passages, and cross-river tunnels, it is necessary to reinforce the soft soil foundation underground on the excavation surface. In this way, the horizontal jet grouting reinforcement construction technology based on the vertical jet jet technology came into being. The construction of the horizontal rotary spraying method can be carried out in the deep underground that the vertical rotary spraying method cannot reach (such as large depth underground, building obstacles on the ground, etc.), which expands the scope of use of the rotary spraying method. At the same time, the horizontal rotary spray...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D3/12E02D5/46
Inventor 沈水龙蔡忠明朱建明白廷辉王吉望
Owner SHANGHAI JIAOTONG UNIV
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