Bridge pier water guide anti-scour device and bridge and pier using water guide and anti-scour device

A technology for anti-scouring and bridge piers, which is applied to bridges, bridge parts, bridge construction, etc., and can solve problems such as cracks, broken bridges, and subsidence of bridge piers

Inactive Publication Date: 2006-08-23
陈树群
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] Press, commonly used traditional columnar piers A (such as Figure 12 As shown), the water flow B on the upstream surface is blocked by the bridge pier A, and the water flow B will show a congested phenomenon B1 on the water surface in front of the pier, and under the water surface, it will jet B2 downward along the wall of the pier A and form a vortex at the bottom C of the river bed B3, the long-term scouring of the eddy current B3 will form the scour pit C1, and then gradually hollow out the riverbed C to expose the bottom A1 of the pier. Once the flood washes away a large amount of water, the pier may sink, crack, or even break the bridge.
[0003] From the above explanations, we can see that no matter the structure or the effect of use of traditional bridge piers, due to the imperfect design, there are many deficiencies, which invisibly affect the safety of people's lives and property, and it is necessary to improve them as soon as possible.

Method used

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  • Bridge pier water guide anti-scour device and bridge and pier using water guide and anti-scour device
  • Bridge pier water guide anti-scour device and bridge and pier using water guide and anti-scour device
  • Bridge pier water guide anti-scour device and bridge and pier using water guide and anti-scour device

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Embodiment Construction

[0032] In order to further understand the structure, features and other purposes of the present invention, a preferred embodiment is given below, and detailed description is given below with the accompanying drawings, and at the same time, it can be implemented by those familiar with the technical field.

[0033] Such as figure 1 , 4 , 8, and 9, the present invention mainly has at least one water guide and anti-scour device 2 on the front edge or peripheral edge of the pier 1, and at least one guide portion 21 is provided above the water guide and anti-scour device 2, and the water guide and anti-scour device 2 Direct the downward jet B2 of the water flow B upward, such as figure 2 , 5 , Shown in the direction of water flow D in 7, thus, to prevent the riverbed soil and rocks from being scoured and hollowed out.

[0034] Such as figure 1 , 2 , 8, and 9, as shown in the first embodiment, the water guiding and anti-scouring device 2 of the present invention mainly has a ...

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PUM

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Abstract

The present invention provides a kind one bridge pier water-guiding scour preventing apparatus and bridge and bridge pier with the scour preventing apparatus. The bridge pier water-guiding scour preventing apparatus is set in front or periphery of bridge pier and has at least one water guiding part to guide water upward so as to avoid hollowing-out of base earth and stone in the river bed.

Description

technical field [0001] The invention belongs to a water guiding and anti-scouring device for bridge piers, and the technical field of bridges and bridge piers using the water guiding and anti-scouring devices, especially a water guiding and anti-scouring device installed on bridges and bridge piers to guide water flow and prevent river bed soil and rocks from being scoured . Background technique [0002] Press, commonly used traditional columnar piers A (such as Figure 12 As shown), the water flow B on the upstream surface is blocked by the bridge pier A, and the water flow B will show a congested phenomenon B1 on the water surface in front of the pier, and under the water surface, it will jet B2 downward along the wall of the pier A and form a vortex at the bottom C of the river bed B3, the scour pit C1 will be formed after the long-term scouring of the eddy current B3, and then the river bed C will be gradually hollowed out to expose the bottom of the pier A1. Once the fl...

Claims

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Application Information

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IPC IPC(8): E01D19/02E01D1/00
Inventor 陈树群
Owner 陈树群
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