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Shallow landslide control method combined with high pressure rotary jet piles and clustered miniature steel pipe piles

A technology for high-pressure rotary jetting piles and steel pipe piles, which is used in excavation, sheet pile walls, infrastructure projects, etc., and can solve problems such as high requirements for mechanical equipment construction sites, inability to implement landslide control projects, and large environmental and social impacts. , to achieve the effect of improving slope stability, high construction efficiency and saving construction period

Active Publication Date: 2018-06-19
SOUTH AFRICA SURVEY & DESIGN INST HUBEI
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] With the increasingly tense urban land use and the increasingly complex surrounding environment, it is inevitable to encounter shallow landslide treatment problems in engineering construction. Such landslides are often small in scale, but the environmental and social impacts caused by sliding damage are relatively large. In order to avoid adverse effects, it needs to be quickly reinforced. However, traditional landslide treatment methods, such as setting anti-slide piles and anti-slide retaining walls, have poor economic efficiency, complex construction organization, long construction period, and high requirements for mechanical equipment on the construction site. , cannot be implemented in this type of landslide control project

Method used

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  • Shallow landslide control method combined with high pressure rotary jet piles and clustered miniature steel pipe piles
  • Shallow landslide control method combined with high pressure rotary jet piles and clustered miniature steel pipe piles
  • Shallow landslide control method combined with high pressure rotary jet piles and clustered miniature steel pipe piles

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Embodiment Construction

[0026] see Figure 1~9 , the present invention includes the construction of steel pipe piles 1, pile top crown beams 2, beams 3 and high-pressure jet grouting piles 4 on shallow landslides; Secondly, carry out the hole-forming construction of the steel pipe pile. After the hole-forming construction of the pile hole reaches the design elevation, insert the steel pipe pile with the hole, and then use cement slurry or cement mortar to grout the bottom of the hole to connect the outer wall of the steel pipe pile with the steel pipe pile. The gaps between the hole walls and the steel pipe piles are filled densely; finally, the crown beams and beams on top of the piles are constructed.

[0027] The steel pipe piles 1 form a row of piles every two or more rows, the steel pipe piles are arranged in a square or plum blossom shape, and a crown beam 2 is provided on the top of each row of piles, and the steel pipe piles in each row of piles 1 tops are all embedded in pile top crown beam...

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Abstract

The invention relates to a method for treating shallow landslide. According to the method, steel pipe piles, pile top beams, crossbeams and high-pressure rotary jet grouting piles are used. The high-pressure rotary jet grouting piles which are reinforced fully are arranged on the periphery of each micro-steel pipe pile, each two lines of the steel pipe piles or more than two lines of the steel pipe pile form a row of piles, and the steel pipe piles are arranged in a square or quincuncial manner; each pile top beam is arranged on the tops of the corresponding row of piles; tops of the steel pipes in each row of piles are embedded in the corresponding pile top beam and are connected with the corresponding pile top beam; and each two adjacent pile top beams are connected with each other through the corresponding crossbeam. The method for treating shallow landslide is flexible in space arrangement, high in adaptive capacity to environments and easy and convenient to construct, large mechanical equipment is not required to be used, disturbance to surrounding environments is small, and working hours are saved.

Description

technical field [0001] The invention relates to a method for treating shallow landslides, which is suitable for reinforcement of shallow landslides where the surrounding environment is tense and the construction site is narrow. Background technique [0002] With the increasingly tense urban land use and the increasingly complex surrounding environment, it is inevitable to encounter shallow landslide treatment problems in engineering construction. Such landslides are often small in scale, but the environmental and social impacts caused by sliding damage are relatively large. In order to avoid adverse effects, it needs to be quickly reinforced. However, traditional landslide treatment methods, such as setting anti-slide piles and anti-slide retaining walls, have poor economic efficiency, complex construction organization, long construction period, and high requirements for mechanical equipment on the construction site. , cannot be implemented in this type of landslide control ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02D17/20E02D5/22E02D5/46E02D15/04
CPCE02D5/226E02D5/46E02D15/04E02D17/207E02D2300/0021E02D2300/0023E02D2300/0029
Inventor 马郧龙晓东周国安曾雯李松刘佑祥张晓玉雷宏达程莉郭运范晓峰张杨朱佳罗春雨易丽丽孙盼倪欣张德乐余舜
Owner SOUTH AFRICA SURVEY & DESIGN INST HUBEI
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