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Double helix grouting type freezing device and construction method

A freezing device, spiral type technology, applied in the field of double-screw grouting type freezing device, can solve the problems of cooling capacity loss, long freezing period, grouting and freezing construction, etc., to save drilling and pipeline costs, avoid The effect of insufficient grouting and simplified construction methods

Active Publication Date: 2019-01-25
ANHUI UNIV OF SCI & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0006] The purpose of the present invention is to provide a double-helix grouting type freezing device and construction method, which can overcome the large amount of cooling loss caused by the flow of water flow when the existing freezing pipe and freezing method construction technology freezes the stratum containing groundwater flow, and the freezing wall is extremely Difficult circles, long freezing period, inability to ensure uniform freezing of the frozen wall, excessive water pressure on the outer well wall after freezing and thawing, and the inability to combine grouting and freezing construction, etc.

Method used

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  • Double helix grouting type freezing device and construction method
  • Double helix grouting type freezing device and construction method
  • Double helix grouting type freezing device and construction method

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Embodiment Construction

[0043] The present invention will be described in detail below with reference to the accompanying drawings and examples. It should be noted that, in the case of no conflict, the embodiments in the present application and the features in the embodiments can be combined with each other.

[0044] In the description of the present invention, the terms "longitudinal", "transverse", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", " The orientations or positional relationships indicated by "top", "bottom", etc. are based on the orientations or positional relationships shown in the drawings, and are only for the convenience of describing the present invention and do not require that the present invention must be constructed and operated in a specific orientation, so they cannot be understood as Limitations on the Invention. The terms "connected" and "connected" used in the present invention should be understood in a broad sense, for example, it can be fi...

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Abstract

The invention provides a double-helix grouting type freezing device and construction method. The double-helix grouting type freezing device comprises a double-helix grouting type freezing pipe, wherein the double-helix grouting type freezing pipe comprises a saline water supply pipe, and an outer pipe sleeving the saline water supply pipe outside; two helical channels are formed between the pipe wall of the saline water supply pipe and the pipe wall of the outer pipe, and separately share the pipe walls with the saline water supply pipe and the outer pipe; one of the helical channels is a saline water helical pipeline; and the other helical channel is a grout helical pipeline. Through the adoption of the double-helix grouting type freezing device and construction method provided by the invention, combination of a grouting and plugging water technology for ground consolidation, and a special artificial freezing construction technology is realized, and the underground pipelines for two construction technologies are arranged in one pipeline, so that the construction method is simplified, and drilling and pipeline cost is reduced.

Description

technical field [0001] The invention relates to the field of artificial ground freezing engineering, in particular to a double-helix grouting type freezing device and a construction method. Background technique [0002] The freezing method is to drill a certain number of freezing holes around the underground space to be excavated before the underground engineering construction. A freezer is installed in the hole, and the low-temperature brine flows in the freezer to absorb the heat of the surrounding strata and loosen the hole. , A frozen cylinder is formed in the water-bearing unstable stratum, and the frozen cylinder gradually expands and connects into a closed cylinder that meets the design thickness and strength—the frozen circle, so as to resist soil and water pressure, isolate groundwater, and pass through the aquifer stratum safely. A special construction method that temporarily reinforces the ground and cuts off groundwater by means of artificial refrigeration. [0...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D3/115E02D3/12
CPCE02D3/115E02D3/12
Inventor 彭世龙程桦荣传新黎明镜张楠林键段寅王志王彬
Owner ANHUI UNIV OF SCI & TECH
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