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Permeable spur dike with pile foundations

A technology for permeable piles and foundations, which is applied in infrastructure engineering, coastline protection, construction, etc., can solve problems such as poor scour resistance, failure to achieve changes, and spur dam collapse, and achieve the effect of improving scour resistance.

Active Publication Date: 2014-01-22
POWERCHINA CHENGDU ENG
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] At present, in water conservancy and hydropower projects, in order to avoid or reduce the erosion of water flow on the bank slope and its toe or on other buildings and their foundations, it is necessary to set up spurs to change the direction of water flow. The capacity is poor, and the spur dikes formed by throwing stones directly on the foundation, laying reinforced gabions, pouring concrete structures, etc. are easy to collapse with the washing of the foundation, and cannot achieve the purpose of changing the direction of water flow to protect the bank slope. As a result, serious consequences, such as economic losses or the collapse of adjacent buildings, bring economic losses and negative social impacts, etc.

Method used

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  • Permeable spur dike with pile foundations
  • Permeable spur dike with pile foundations
  • Permeable spur dike with pile foundations

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Embodiment Construction

[0016] Such as figure 1 , figure 2 as well as image 3 Shown is a permeable pile foundation spur dam provided by the present invention, which can effectively reinforce foundations that do not meet the anti-scouring requirements and improve its anti-scouring capability. The permeable pile foundation spur dam includes a bank slope 1 and a foundation 2 connected to the toe of the bank slope 1 that does not meet the anti-scouring requirements, and also includes a discontinuous reinforcement pile group 4 composed of at least three reinforcement piles 3. The reinforcement piles 3 of the discontinuous reinforcement pile group 4 are arranged vertically in the foundation 2 that does not meet the anti-scouring requirements. Since a discontinuous reinforcement pile group 4 composed of at least three reinforcement piles 3 is arranged in the foundation 2 that does not meet the anti-scouring requirements, in this way, through each reinforcement column 3 of the discontinuous reinforcement...

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Abstract

The invention discloses a spur dike with pile foundations, particularly discloses a permeable spur dike with pile foundations, and belongs to the field of design and construction technologies for hydraulic and hydropower engineering buildings. The permeable spur dike with the pile foundations comprises a bank slope, a foundation and a discontinuous reinforcing pile group. The foundation which cannot meet the requirement on erosion resistance is connected with slope toes of the bank slope, the discontinuous reinforcing pile group comprises at least three reinforcing piles, and the various reinforcing piles of the discontinuous reinforcing pile group are vertically arranged in the foundation which cannot meet the requirement on erosion resistance. The permeable spur dike with the pile foundations has the advantages that the foundation which cannot meet the requirement on erosion resistance can be effectively reinforced, and accordingly the erosion resistance of the foundation can be improved.

Description

technical field [0001] The invention relates to a pile foundation spur dam, in particular to a permeable pile foundation spur dam, which belongs to the technical field of water conservancy and hydropower engineering building design and construction. Background technique [0002] At present, in water conservancy and hydropower projects, in order to avoid or reduce the erosion of water flow on the bank slope and its toe or on other buildings and their foundations, it is necessary to set up spurs to change the direction of water flow. The capacity is poor, and the spur dikes formed by throwing stones directly on the foundation, laying reinforced gabions, pouring concrete structures, etc. are easy to collapse with the washing of the foundation, and cannot achieve the purpose of changing the direction of water flow to protect the bank slope. This will lead to more serious consequences, such as economic losses or the collapse of adjacent buildings, resulting in economic losses and...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B3/06E02D27/40
Inventor 雷运华李家亮郭建和聂强王小波付峥孙士国程保根魏丽琴梁娟
Owner POWERCHINA CHENGDU ENG
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