Method for processing soft soil foundation of high vacuum drainage filter pipe capable of being grouted

A treatment method and technology for soft soil foundations, which are applied in soil protection, infrastructure engineering, construction, etc., can solve the problem that the soil settlement and consolidation speed and post-construction settlement are difficult to meet the design and use requirements, and reduce the design of the superstructure. Life, upper foundation and structural damage, etc., to achieve the effect of shortening drainage consolidation time, reducing loss and slow decay

Inactive Publication Date: 2011-10-05
李燕青
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Problems solved by technology

[0004] Before the present invention, affected by the characteristics of soft soil particles and the limitations of consolidation drainage technology, the surface bearing capacity of soft soil sites after consolidation drainage technology treatment is generally below 80kpa; as the soil layer distribution deepens, its water content and void ratio increase Large, the processing effect is reduced
In high-fill sites, storage yards, roads and other areas with heavy loads and deep

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  • Method for processing soft soil foundation of high vacuum drainage filter pipe capable of being grouted
  • Method for processing soft soil foundation of high vacuum drainage filter pipe capable of being grouted
  • Method for processing soft soil foundation of high vacuum drainage filter pipe capable of being grouted

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Embodiment Construction

[0035] The technical idea of ​​the present invention is to form a large channel and low friction connection mode of the horizontal drainage main pipe 1-horizontal drainage branch pipe 2-high vacuum vertical drainage filter pipe 3 during vacuum preloading, which slows down the high vacuum vertical drainage. The attenuation speed of the vacuum to the drainage filter pipe 3 shortens the drainage consolidation time of the soft soil. After vacuum unloading, the high-vacuum vertical drainage filter pipe 3 is used as the grouting pipe and pile formwork to grout the site soil, forming a cement mortar pile and a cement-soil composite foundation without drainage channels after construction. The physical and mechanical technical indicators of the treated foundation soil are significantly improved compared with the traditional drainage consolidation preloading technology; its post-construction settlement and bearing capacity can meet the technical requirements of roads, storage yards and o...

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Abstract

The invention relates to a method for processing a soft soil foundation of a high vacuum drainage filter pipe capable of being grouted, comprising the following steps of: sinking the high vacuum vertical drainage filter pipe: putting a plate machine in place, installing a traction device of the high vacuum vertical drainage filter pipe in a pile pipe of the plate machine, sinking in place, and lifting the pile pipe of the plate machine; pre-pressing and draining the high vacuum vertical drainage filter pipe: arranging a vacuum pipeline system, draining and pre-pressing the high vacuum vertical drainage filter pipe and then downloading in a vacuum way; and grouting the high vacuum vertical drainage filter pipe: trying to grout so as to determine pressure and single-hole grouting quantity of double grouting processes, grouting cement paste firstly, grouting cement mortar secondarily, and compositely maintaining the foundation. By means of the method, the disadvantages, such as continuous secondary solidification and sedimentation of post-construction field soil, damages of the foundation and the structure and high maintenance cost, can be solved; the vacuum transfer loss is reduced;the secondary hole-forming cost is reduced; the property of soft soil is changed; the bearing capacity of the field soil is improved; and the sedimentation and deformation effects can be reduced.

Description

technical field [0001] The invention relates to a method for treating soft soil foundation, in particular to a method for treating soft soil foundation with a high-vacuum drainage filter pipe capable of grouting. Background technique [0002] Weak soil layers such as clay and silt are widely distributed in coastal and riverside areas, and have the characteristics of high water content, strong compressibility, poor permeability, low bearing capacity, and long consolidation time. For development and construction on weak soil layers, foundation treatment must be carried out; through foundation treatment, the bearing capacity of the site can be improved, uneven settlement can be eliminated, and post-construction settlement can be controlled to meet various technical requirements of development and construction. [0003] There are many soft soil foundation treatment technologies, commonly used are: pile foundation technology (steel pipe pile, concrete pile, wood pile, etc.), comp...

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Application Information

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IPC IPC(8): E02D3/10E02D3/12
Inventor 李燕青曾国海
Owner 李燕青
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