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A kind of grouting reinforcement method for highway foundation or base course and building weak foundation

A technology for grouting reinforcement and weak foundations, which is applied to buildings, roads, roads, etc., can solve the problems of uneven distribution, increased grouting pressure, uneven diffusion, etc., achieves good grouting reinforcement effect, and avoids secondary injection. Slurry, wide spread effect

Active Publication Date: 2017-12-08
TIANJIN MUNICIPAL ENG DESIGN & RES INST
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

The slurry spreads to the surroundings by its own fluidity, and it is easy to gather together, the diffusion is uneven, and the filling effect of the gap is poor.
Due to the concentration of grout, it cannot be evenly distributed. Areas with too much grout will easily cause the foundation to rise too high, and areas with too little grout will have insufficient strength.
The accumulation of grout at the port of the grouting pipe will also lead to slow grouting speed and increase the grouting pressure
The overall grouting reinforcement effect of the current grouting method is poor, which cannot meet the actual requirements well, and even requires secondary grouting

Method used

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  • A kind of grouting reinforcement method for highway foundation or base course and building weak foundation
  • A kind of grouting reinforcement method for highway foundation or base course and building weak foundation
  • A kind of grouting reinforcement method for highway foundation or base course and building weak foundation

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Embodiment Construction

[0026] The present invention will be further described below in conjunction with the accompanying drawings.

[0027] The present invention is a grouting reinforcement method for highway foundations or bases and soft foundations of buildings, the steps of which are:

[0028] First, determine the location of grouting reinforcement and the range to be reinforced within the construction scope, and drill the grouting hole at the center of the set location and range;

[0029] Then, according to the depth of the grouting hole, prepare the grouting pipe body 4 that is larger than its depth, that is, the length of the grouting pipe body 4 is determined according to the depth of the grouting hole, and can be lengthened or shortened accordingly; The structure of body 4, such as Figure 1 to Figure 3 As shown in the figure, the end of the grouting pipe body 4 is a solid structure, the solid part of the grouting pipe body 4 is uniformly provided with a through solid part along the axis di...

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Abstract

The invention discloses a road foundation or base and building soft foundation grouting reinforcement method. The method comprises the following steps: setting a reinforcement position, and drilling to form a grouting hole; making a grouting pipe with the length being greater than the depth of the grouting hole according to the depth of the grouting hole, and connecting the grouting pipe to a grouting pump; arranging the grouting pipe and starting the grouting pump to make a slurry flow into the grouting pipe, and allowing the slurry to be shunted when the slurry flows to the tail end of the casting pipe in order to make the slurry flow to a flow guiding pipe, and allowing the flow guiding tube to downward slide along a flow guiding slot under the pressure action of the slurry and to outward extend in a cruciform manner in order to make the nested flow guiding tube extend step by step; allowing the slurry to be discharged from slurry outlet holes arranged on the grouting pipe and the flow guiding pipe and to diffuse to a predetermined grouting reinforcement position and range; and stopping grouting, and pulling out the grouting pipe. The method has the advantages of wide diffusion range of the slurry, uniform distribution in the soft foundation, fast slurry discharging speed, good grouting reinforcement effect, and avoiding of secondary grouting.

Description

technical field [0001] The invention relates to engineering construction, in particular to a grouting reinforcement method for highway foundations or base layers and building weak foundations. Background technique [0002] During the use of the road, under the action of the traffic load and the natural environment, the road performance gradually declines, and various damages occur, many of which are related to the instability or insufficient strength of the base or foundation, such as cracks, uneven settlement, and hollowing out. Wait. Improving the strength of the foundation and strengthening the weak foundation are very important to improve the road performance and prolong the service life of the road. The use of trenchless grouting reinforcement technology to repair foundation diseases is convenient and fast, with small engineering volume and low cost, avoiding large filling and large excavation, and has little impact on traffic. It can significantly improve the bearing ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E01C3/04E02D3/12
CPCE01C3/04E02D3/12
Inventor 狄升贯王朝辉殷卫永王新岐高志伟代景旺范巧娟曾伟周骊巍李明剑付晓敦高立鑫李文珍罗雪坤马柱李凯峰王珏刘伟强
Owner TIANJIN MUNICIPAL ENG DESIGN & RES INST
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