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Construction Method of Rigid-flexible Combined Pile for Strengthening Thick Overburden and Deeply Buried Soft Soil

A construction method and covering layer technology, applied in the direction of sheet pile walls, foundation structure engineering, construction, etc., can solve difficult construction problems, achieve the effect of solving difficult construction, improving the bearing capacity of pile bodies, and good reinforcement effect

Active Publication Date: 2016-01-06
ANHUI TIANZHU CONSTR GRP
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0005] In view of this, it is urgent to invent a method that is difficult to construct with traditional foundation treatment methods for thick covering layers, avoid excessive disturbance to thick covering layers, and have a better reinforcement effect on the lower soft foundation

Method used

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  • Construction Method of Rigid-flexible Combined Pile for Strengthening Thick Overburden and Deeply Buried Soft Soil
  • Construction Method of Rigid-flexible Combined Pile for Strengthening Thick Overburden and Deeply Buried Soft Soil
  • Construction Method of Rigid-flexible Combined Pile for Strengthening Thick Overburden and Deeply Buried Soft Soil

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Embodiment Construction

[0031] Technical requirements for manufacturing immersed tubes, drilling and lifting technical requirements for immersed tubes, construction requirements for down-the-hole drilling rigs, and technical requirements for making steel cages will not be described repeatedly in this embodiment, and the embodiments of the structure involved in the present invention will be described in detail.

[0032] figure 1 It is a schematic diagram of the structure of a rigid-flexible composite pile for deep-buried soft soil in a thick covering layer; figure 2 It is a schematic diagram of the bottom structure of the prefabricated pipe pile.

[0033] refer to figure 1 The rigid-flexible combined piles shown in the deep-buried soft soil in the thick covering layer are mainly composed of the upper cement mortar pile 1, the lower large-diameter concrete pile 2, the prefabricated pile tip 8, the geomembrane bag 9, and the plastic drainage board or soft water pipe head 12 It is composed of 3 prefab...

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Abstract

The invention relates to a hard-soft combined pile for strengthening thick covering layer deep-buried soft soil. The combined pile comprises a cement mortar pile, a large-diameter concrete pile and a prefabricated pipe pile, wherein the cement mortar pile is arranged on an upper thick covering layer, the large-diameter concrete pile is mounted on a lower soft soil layer, the prefabricated pipe pile is disposed at the center of a pile body of the combined pile, a grout liquid reinforcing area is arranged around the cement mortar pile, a prefabricated pile point is disposed at the bottom of the large-diameter concrete pile, the prefabricated pile point extends into a relative supporting layer, a geomembrane bag wraps the pile body of the combined pile, a grout-impermeable geotechnical cloth bag wraps the large-diameter concrete pile, a grout-permeable geotechnical cloth bag wraps the cement mortar pile, a plastic drainage plate or a soft water-permeable pipe is arranged outside the geomembrane bag, and a steel reinforcement cage is welded at the bottom of the prefabricated pipe pile. According to the hard-soft combined pile for strengthening the thick covering layer deep-buried soft soil, own features of two soil layers such as the thick covering layer and the soft soil layer are considered, different construction materials and processes are utilized, the problem of poor reinforcing effects by traditional construction methods can be solved, and the good reinforcing effect is achieved.

Description

technical field [0001] The invention relates to a rigid-flexible composite pile deep buried in soft soil with a thick covering layer and a construction method thereof, which belongs to the field of foundation reinforcement engineering and is suitable for foundation reinforcement treatment in construction engineering, road engineering and defense engineering. Background technique [0002] my country's construction industry has gone through decades of development, and building structures and construction methods have developed by leaps and bounds. With the continuous growth of the urban population, the scope of the city is constantly expanding, and the low-lying areas in the past have become flat and usable land after years of development. After years of landfilling, it has become a thick layer of covering soil. It seems that its bearing capacity is very high on the surface, but now the load of buildings is increasing. We not only need to ensure that the surface soil has bette...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D5/50E02D5/72
CPCE02D5/50E02D5/72
Inventor 张家伦顾广海梁高峰关玉峰李平
Owner ANHUI TIANZHU CONSTR GRP
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