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Vacuum prepressing method having alternating type air exhaust

An alternate, vacuum technology, applied in soil protection, construction, infrastructure engineering, etc., can solve problems such as the inability to fundamentally solve the problem of clogging, and achieve the advantages of delaying the clogging time, simple equipment operation, and alleviating clogging. Effect

Inactive Publication Date: 2017-05-31
TIANJIN UNIV
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AI Technical Summary

Problems solved by technology

[0009] (1) Although the design of the filter membrane can improve the clogging effect to a certain extent, it cannot fundamentally solve the clogging problem
[0010] (2) The air pressure splitting method is analyzed in principle to prevent the silting of the drainage plate to a certain extent, but in engineering practice, it is not sure in what depth range the air pressure splitting is performed on the soft soil foundation, and the anti-silting effect is the best Good, still in the exploratory stage

Method used

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  • Vacuum prepressing method having alternating type air exhaust

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Embodiment Construction

[0018] The present invention will be described below in conjunction with the accompanying drawings and embodiments.

[0019] see figure 1 , the present invention discloses a vacuum preloading method of alternate pumping, which includes a vacuum preloading system and a system control system, wherein the odd and even numbers mentioned in the text are according to the number of rows of branch pipes from the first row to the last row Defined.

[0020] The vacuum preloading system includes odd-numbered drainage branch pipes 4, even-numbered drainage branch pipes 5, first main pipe 6, second main pipe 7, bow tie 8, drainage plate 9, gas injection pipe 10, and vacuum membrane 11. First lay vacuum film 11 on the soft soil foundation, and the bow ties 8 in odd rows are respectively connected to drainage boards 9 and odd drainage branch pipes 4, and odd number drainage branch pipe jet pump 3 controls the first main pipe 6 to pump air. Similarly, the bow ties 8 in the even rows are res...

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Abstract

The invention discloses a vacuum prepressing method having alternating type air exhaust. Each drain board is connected with corresponding drain branch pipes through bowknots, wherein all the drain branch pipes are arranged side by side; a first row of the drain branch pipes is set to be 1, a second row of the drain branch pipes is set to be 2, and the rest can be done in the same manner. The vacuum prepressing method is characterized in that two main pipes arranged side by side are adopted, wherein one of the main pipes is a first main pipe, and the other one is a second main pipe; the drain branch pipes in an odd number are connected with the first main pipe; the drain branch pipes in an even number are connected with the second main pipe; and two main pipes are respectively connected with different jet pumps, so that the situation of alternating type air exhaust of two jet pumps is realized through utilizing a controller. According to the vacuum prepressing method disclosed by the invention, the situation that the drain boards are silted untimely can be avoided.

Description

technical field [0001] The invention relates to a vacuum preloading method for alternate pumping Background technique [0002] With the rapid development of my country's national economy and the integration of the global economy, domestic coastal cities urgently need a large number of ports and waterways. There was an upsurge of reclamation and land reclamation, and the dredging land formed by channel dredging was often used as the foundation for land reclamation. [0003] The foundations of most artificial ports are deep dredging and filling ultra-soft soil formed by dredging silt. The clay content of particles with a particle size of less than 0.005mm is between 30% and 50%. It has high water content, large void ratio, low strength, High compressibility, low permeability and rheological properties. This kind of dredger fill foundation cannot meet the basic conditions required for engineering construction, and the consolidation of supersoft soil under its own weight will t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D3/10
CPCE02D3/10
Inventor 雷华阳李鑫冯双喜祁子洋
Owner TIANJIN UNIV
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