Filter-pressing type grouting device for soft formation and grouting method of grouting device

A stratum, soft technology, applied in soil protection, construction, infrastructure engineering and other directions, can solve the problems of lack of grouting effect, difficult grouting, and difficult grouting, and achieve simple and easy control of grouting, reduce pressure loss, The effect of reducing labor intensity

Active Publication Date: 2017-08-25
CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] Soft formations and formations with high water content usually have soft structures, weak cementation, and large grout consumption. During the grout diffusion process, groundwater segregation affects the grouting effect, and grouting is difficult to pressurize, easily causing vertical lifting damage, and grouting is difficult to control. Due to the repeated splitting effect of the fractured surface, the slurry is easy to flow and run along the layer with strong groutability or the surface of the minimum principal stress, extending in a single layer of cake, so that most of the formation fractures cannot be effectively and evenly injected, preventing The seepage effect is difficult to meet the design requirements. Nowadays, the following problems generally exist when grouting soft ground:
[0003] 1. The diffusion range of slurry is difficult to be controlled, and problems such as pulp running and stringing are very serious;
[0004] 2. Most of them require special anti-slurry measures, and the construction is complicated;
[0005] 3. The ground is soft and hard to press, and it is difficult to control the grouting, so a good grouting effect cannot be obtained;
[0006] 4. When the thick grout is directly poured into the soft ground, due to the poor pumpability of the thick grout, the requirements for the construction equipment are higher, the construction difficulty is increased, and the cost is higher

Method used

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  • Filter-pressing type grouting device for soft formation and grouting method of grouting device
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  • Filter-pressing type grouting device for soft formation and grouting method of grouting device

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Embodiment Construction

[0032] In order to facilitate the understanding of the present invention, the present invention will be described more fully and in detail below in conjunction with the accompanying drawings and preferred embodiments, but the protection scope of the present invention is not limited to the following specific embodiments.

[0033] Such as Figure 1 to Figure 4 As shown, the filter press grouting device for soft formations in this embodiment includes a thin slurry inlet pipe 1, a flower pipe 2, a variable diameter shrinkage pipe 3, a casing 4 and a thick slurry pipe 5, and the pipe of the flower pipe 2 The wall is provided with a plurality of tube body holes 21, and the flower tube 2 is equipped with a filter layer 22 covering all the tube body holes 21. The slurry inlet pipe 1 is connected to the upper end of the flower tube 2 through a variable diameter joint 11, and the variable diameter shrinkage tube The large-diameter end of 3 is connected to the lower end of the floral tub...

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Abstract

The invention discloses a filter-pressing type grouting device for a soft formation and a grouting method. The device comprises a thin grout inlet pipe, a perforated pipe, a variable-diameter contraction pipe, a casing pipe and a thick grout pipe; multiple pipe body holes are formed in the pipe wall of the perforated pipe, the perforated pipe is provided with a filter layer covering all the pipe body holes, the thin grout inlet pipe is connected with the upper end of the perforated pipe, the large-diameter end of the variable-diameter contraction pipe is connected with the lower end of the perforated pipe, the small-diameter end of the variable-diameter contraction pipe is connected with the thick grout pipe, the casing pipe is arranged outside the perforated pipe in a sleeving mode, and the lower end of the casing pipe is connected with the variable-diameter contraction pipe in a sealing mode. The method comprises the steps that 1, a grouting material is prepared; 2, the thick grout pipe is put into a grouting hole, and the lower end of the thick grout pipe is connected with a grouting pipe to reach the hole bottom; 3, cement grout with the pressure value of 0.5-0.8 MPa is delivered to the perforated pipe through the thin grout inlet pipe, the pressure rises as a congestion effect is formed in the variable-diameter contraction pipe, water is filtered out through the filter layer, thin grout is converted into thick grout in the device, and the water which is filtered out is drained through draining pipes; 4, the thin grout is converted into the thick grout in the device, the pressure is increased to 1-2 MPa, and then the thick grout is pressed into the formation.

Description

technical field [0001] The invention relates to a grouting device in the fields of water conservancy engineering, foundation treatment and the like, in particular to a filter press type grouting device and a grouting method for soft strata. Background technique [0002] Soft formations and formations with high water content usually have soft structures, weak cementation, and large grout consumption. During the grout diffusion process, groundwater segregation affects the grouting effect, and grouting is difficult to pressurize, easily causing vertical lifting damage, and grouting is difficult to control. Due to the repeated splitting effect of the fractured surface, the slurry is easy to flow and run along the layer with strong groutability or the surface of the minimum principal stress, extending in a single layer of cake, so that most of the formation fractures cannot be effectively and evenly injected, preventing The seepage effect is difficult to meet the design requireme...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D15/04E02D3/12
CPCE02D3/12E02D15/04E02D2250/003
Inventor 张贵金蒋煌斌匡楚丰杨菊白杨清谢菱余跃
Owner CHANGSHA UNIVERSITY OF SCIENCE AND TECHNOLOGY
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