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Orifice pipe sealing device, grouting device and grouting method

A technology of grouting device and orifice pipe, which is applied in construction, infrastructure engineering, soil protection, etc. It can solve problems such as poor grouting reinforcement effect, damage to roads and underground shallow buried pipelines, and large amount of ground uplift. Improve the reinforcement effect, avoid lifting deformation and damage, and facilitate construction

Active Publication Date: 2021-11-12
山东省水利勘测设计院有限公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

At present, the sealing of orifice pipes usually adopts top grouting or mold bag technology to achieve sealing and pressure isolation. Specifically, the gap between the bottom of the orifice pipe and the soil body is sealed by pouring cement-based materials, or the orifice pipe is tied with mold bags , the mold bag is swollen and sealed by grouting, but in the grouting process, the small grouting pressure can easily cause the ground to rise too much, thus causing damage to roads and underground shallow buried pipelines, and grouting reinforcement bad effect

Method used

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  • Orifice pipe sealing device, grouting device and grouting method
  • Orifice pipe sealing device, grouting device and grouting method
  • Orifice pipe sealing device, grouting device and grouting method

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Embodiment Construction

[0064] In order to clearly illustrate the technical features of this solution, the present invention will be described in detail below through specific implementation modes and in conjunction with the accompanying drawings.

[0065] It should be noted that many specific details are set forth in the following description to facilitate a full understanding of the present invention, however, the present invention can also be implemented in other ways than those described here. Therefore, the protection scope of the present invention is not limited by the specific embodiments disclosed below.

[0066] The application grouting construction area of ​​the present invention includes from bottom to top: carbonatite 1, loose soil 2, compact soil 3 and plain fill 4, and underground pipeline 5 is buried in the plain fill. Before grouting, the drill pipe is drilled out of the borehole 6 and extended into the carbonatite.

[0067] Such as Figure 1-Figure 3 As shown in, the orifice tube s...

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Abstract

The invention discloses an orifice pipe sealing device, a grouting device and a grouting method, belonging to the technical field of water conservancy and hydropower construction. Wherein, the orifice tube sealing device includes an orifice tube, an upper support plate, a lower support plate and a force transfer structure, and the force transfer structure connects the upper support plate and the lower support plate; the grouting device includes the described hole The mouth tube sealing device also includes a sleeve and a pullout-resistant structure, and the pullout-resistant structure includes a cylinder body, two push rods, a clamp, a tightening spring and a limit rod. In the orifice pipe sealing device, grouting device and grouting method disclosed in the present invention, the lower support plate is connected to the upper support plate through a force transfer structure, and the lower support plate is restricted by the upper support plate so that its position will not move, In this way, downward binding force is applied to the soil layer to prevent ground uplift and pipeline deformation. At the same time, it can help to increase the grouting pressure and grouting volume, expand the diffusion and reinforcement range of grout, save the number of drilling holes, and improve the reinforcement effect.

Description

technical field [0001] The invention relates to an orifice pipe sealing device, a grouting device and a grouting method, and belongs to the technical field of water conservancy and hydropower construction. Background technique [0002] In recent years, the scale of urban construction in karst areas in my country has continued to expand. The engineering geology and hydrogeological environment of cities in karst areas are extremely complex. Urban underground engineering construction can easily change the regional groundwater environment, resulting in loose overlying soil layers. Loose overlying soil layers can induce ground subsidence It is the key to control ground subsidence. As a commonly used and important engineering measure in the foundation reinforcement treatment of water conservancy and hydropower buildings, grouting technology is widely used in the treatment of special strata in karst areas. [0003] The grouting method and the excavation and backfill method are the ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D3/00E02D3/12
CPCE02D3/00E02D3/12
Inventor 安雪蕾
Owner 山东省水利勘测设计院有限公司
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