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Splicing type snowflake steel plate pile capable of monitoring self deformation and construction method thereof

A construction method and technology for steel sheet piles, applied in the field of steel sheet piles, can solve the problems of easy tilting of piles, difficult piling, difficult transportation of super-long steel sheet piles, etc., and achieve the effects of improving the bearing capacity of piles, facilitating transportation, and simple and convenient splicing methods.

Inactive Publication Date: 2020-04-14
HOHAI UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

[0003] Purpose of the invention: The purpose of the invention is to provide a self-deformation-monitoring spliced ​​snowflake-type steel sheet pile and its construction method, so that the design of the steel sheet pile is more scientific and modern, so as to solve the problem of foundation treatment inside the tunnel and reinforcement foundation inside the building. Difficult piling technical problems and transportation difficulties of ultra-long steel sheet piles, and easy tilting of piles

Method used

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  • Splicing type snowflake steel plate pile capable of monitoring self deformation and construction method thereof
  • Splicing type snowflake steel plate pile capable of monitoring self deformation and construction method thereof
  • Splicing type snowflake steel plate pile capable of monitoring self deformation and construction method thereof

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Embodiment Construction

[0043] Such as figure 1 As shown, the self-deformation-monitoring spliced ​​snowflake steel sheet pile of the present invention is composed of multiple spliced ​​piles, including a bottom spliced ​​pile 1 , multiple middle spliced ​​piles 2 and a top spliced ​​pile 3 . The cross section of the spliced ​​pile at the bottom, the spliced ​​pile at the middle section and the spliced ​​pile at the top is a snowflake shape composed of three Y shapes with an included angle of 120°. The splicing piles of each section are connected by inserting the inverted convex section 7 into the concave section 6 and using high-strength bolts, and further reinforced by welding electrodes 9 to form a whole for actual engineering use.

[0044] The spliced ​​pile at the bottom, the spliced ​​pile unit at the middle section, and the spliced ​​pile at the top have a length range of 2 to 3 m, so as to facilitate construction. The spliced ​​snowflake-shaped steel sheet pile introduces optical fiber 12, s...

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Abstract

The invention discloses a splicing type snowflake steel plate pile capable of monitoring self deformation and a construction method thereof. A steel plate pile body section is in a snowflake shape formed by three Y shapes with included angles of 120 degrees; optical fibers for monitoring the self deformation are distributed on the steel plate pile body, and the optical fibers are connected with adata receiver; the splicing type snowflake steel plate pile comprises a bottom end splicing pile, a middle segment splicing pile and a top end splicing pile; and the splicing piles are spliced and reinforced through a mode of inserting an inverted T shape into a U shape. According to the splicing type snowflake steel plate pile capable of monitoring the self deformation and the construction methodthereof, real-time monitoring is carried out on the self pile body through the optical fibers, the punching depth is controlled in real time through a scaleplate, and the self features are known through a two-dimensional code, so that the design of the steel plate pile is more scientific and more modernized. The required pile body length can be spliced, and the problems of difficult overlong steel plate pile transportation, prone blocked and inclined piling and difficult piling of underground low space are solved; the snowflake section has larger bearing capacity, can be used for engineeringof higher requirements of differential settlement, and the problems of bump at bridge-head and soft foundation reinforcing are solved.

Description

technical field [0001] The invention relates to steel sheet piles in geotechnical and foundation engineering, in particular to a spliced ​​snowflake-shaped steel sheet pile capable of monitoring its own deformation and a construction method thereof. Background technique [0002] With the development of the times, the development of underground space is increasing, and pile driving is required for foundation treatment in some underground space environments such as tunnels. As time goes by, there are a series of problems that some buildings need to be heightened, or the foundation of the building needs to be strengthened, and the building needs to be corrected due to its inclination. However, in the process of carrying out the above-mentioned several works, it is difficult to drive piles during foundation treatment. Its reason is that the processing of some pile foundations needs to be finished inside the tunnel and the original building, and the height of the tunnel interior...

Claims

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Application Information

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IPC IPC(8): E02D5/04E02D33/00
CPCE02D5/04E02D33/00E02D2200/165
Inventor 高磊徐中权刘汉龙雷兰清
Owner HOHAI UNIV
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