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A method for reducing the temperature of permafrost and preventing water collection into foundation pits in permafrost regions

A permafrost area and permafrost technology, applied in the permafrost area to reduce the temperature of the frozen soil and prevent the water from collecting into the foundation pit, can solve the problems of the difficulty of water isolation of the groundwater, the collapse of the foundation pit, the melting of the frozen soil, etc. Guarantee quality stability, reduce frozen soil temperature, and enhance the effect of stability

Inactive Publication Date: 2015-09-02
COLD & ARID REGIONS ENVIRONMENTAL & ENG RES INST CHINESE +1
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  • Abstract
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  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

After the excavation of the foundation pit, it is very easy to cause a large amount of water gushing, the melting of permafrost, and the collapse of the foundation pit
Therefore, construction in warm seasons is not only more difficult to isolate groundwater, but also causes more serious consequences due to water gushing.

Method used

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  • A method for reducing the temperature of permafrost and preventing water collection into foundation pits in permafrost regions
  • A method for reducing the temperature of permafrost and preventing water collection into foundation pits in permafrost regions
  • A method for reducing the temperature of permafrost and preventing water collection into foundation pits in permafrost regions

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Embodiment 1

[0029] A method to prevent the upper limit layer of frozen soil from collecting water into the excavated foundation pit. During the construction process in the warm season, a narrow pit is excavated with a narrow-bucket small excavator at a position 3.5m outside the edge of the excavated foundation pit 1. The excavation depth shall reach a depth of 30cm below the upper limit 4 of permafrost underground. During the excavation process, the excavator lays the aluminum-plastic pipe 5 at the bottom of the excavation pit 1 while excavating, and lays the PVC film from the bottom of the pit, along the side wall of the pit to the surface; The pit 1 is backfilled with soil 3 and compacted. Among them, the aluminum-plastic pipe is connected with the surface refrigeration device 6 through a hose, and the aluminum-plastic pipe is placed under the PVC film. In order to avoid the impact of the PVC film on the environment, the PVC film can be completely buried in the backfill process of the s...

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Abstract

The invention relates to a method for cooling peripheral frozen earth and preventing water catchment in an excavation pit for a permafrost region. The method is characterized in that a pit slot is excavated at a position which is 0.5-5 m far away from the rim of the designed pit; the slot depth is a depth being 0-100 cm below underground permafrost table; a cooling pipe is paved at the bottom of the pit slot; a waterproof film is paved on the cooling pipe, the bottom of the slot, and the wall of the pit to a ground surface, and refilled and punned with filled earth; and the cooling pipe injected with circular freezing liquid is connected with a refrigerator on the ground surface through a hose. Shown by practices, with the adoption of the method provided by the invention, the problems of melting and stability loss of the frozen earth and the frozen earth in the excavation pit in a warms-season construction process and water leakage and water collection of underground water can be solved through the effective combination of refrigeration and water insulation, so that the permafrost stability can be effectively protected, and the normal construction and the long-term stability of the Qinghai-Tibet direct-current networking engineering in the permafrost region can be ensured.

Description

technical field [0001] The invention relates to a method for excavating foundation pits of frozen soil and preventing groundwater during the excavation process of engineering building foundation pits in warm seasons in permafrost regions. Background technique [0002] my country's permafrost covers an area of ​​about 2.15 million square kilometers, accounting for about 22% of the country's land area, ranking third in the world. It is mainly distributed in the Qinghai-Tibet Plateau, Northeast China, Xiaoxing'an Mountains, Tianshan Mountains, and Altai Mountains. With the continuous acceleration of national economic construction, the construction of major national projects such as Qinghai-Tibet Highway, Qinghai-Tibet Railway, Qinghai-Tibet Power Transmission Line, Northeast Harbin-Dalian Expressway, and Sino-Russian Oil Pipeline are constantly being carried out in these special areas. During the construction of these projects, especially the construction of major transmission ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D19/14E02D31/02E02D27/35
Inventor 俞祁浩王国尚游艳辉钱进胡俊郭磊潘喜才
Owner COLD & ARID REGIONS ENVIRONMENTAL & ENG RES INST CHINESE
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