Flood control and discharge method for temporary reinforcement of dam

A dike and temporary technology, applied in dikes, dams, coastline protection, etc., can solve problems such as loss of flood resistance and collapse of flood control sandbag structures

Pending Publication Date: 2022-07-29
毛训峰
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The existing method of using sandbags for flood control is only to pile up on the embankment to increase the height of the embankment, thereby increasing its resistance to floods. However, the simple accumulation of sandbags for flood control can only cope with the rise of the flood water level. Continuous scouring can easily cause the structure of accumulated flood control sandbags to collapse and lose their ability to resist floods

Method used

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  • Flood control and discharge method for temporary reinforcement of dam
  • Flood control and discharge method for temporary reinforcement of dam
  • Flood control and discharge method for temporary reinforcement of dam

Examples

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Embodiment 1

[0043] see Figure 1-5 and Figure 8 , a flood control and release method for temporary reinforcement of dams, which mainly includes the following steps:

[0044] S1. Production of sandbags, attaching reinforcement pads 2 to the surface of the flood control sandbags 1 to prepare a sandbag for flood control, wherein the flood control sandbags 1 include a woven bag 101, and the woven bag 101 is filled with sandbag fillers 102, and the attached reinforcement pads 2 are It is made of woven fiber material, and there are obvious gaps. A filling cavity 3 is opened in 201, and the filling cavity 3 is filled with hydraulic particle filler 5. The hydraulic particle filler 5 is attached to one end of the reinforcement pad 2 close to the flood control sandbag 1. Fixed connection There is a fixed barb 4, the fixed barb 4 includes a fixed rod 401, one end of the fixed rod 401 close to the attachment reinforcement pad 2 penetrates the attachment reinforcement pad 2 and communicates with the...

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Abstract

The invention discloses a flood prevention and discharge method for temporary reinforcement of a dam, and belongs to the field of dam reinforcement methods.According to the flood prevention and discharge method for temporary reinforcement of the dam, an existing flood prevention sandbag can be selected as a flood prevention sandbag, an adhesion strengthening pad is fixedly connected to the flood prevention sandbag, and then the adhesion strengthening pad is carried on the dam; when the flood overflows the dam and makes contact with the temporary dam, the flood can be scoured, permeates into the flood control sandbag and then enters the filling cavity through the fixing barbs, the hydraulic particle filler is dissolved, seeps out of the adhesion strengthening pad and enters the partition part located on the outer side of the adhesion strengthening pad, and the temporary dam is formed. The adjacent flood prevention sandbags are fixed together, the flood prevention capacity of the temporary dam composed of the flood prevention sandbags is improved, the structural strength of flood prevention sandbag stacking can be greatly improved, the capacity of the flood prevention sandbags for resisting continuous flood scouring is improved, and structural collapse of the stacked flood prevention sandbags is not prone to being caused.

Description

technical field [0001] The invention relates to the field of dam reinforcement methods, and more particularly, to a flood control and flood discharge method for temporary reinforcement of dams. Background technique [0002] The dam is the general name of the embankment and the dam, and also refers to the buildings and structures that are waterproof and water-retaining. In recent years, large embankments have been constructed with high-tech reinforced concrete, and earth-rock dams are wide dams built with earth or stone. The bottom is wider than the top because the water pressure on the bottom is much greater than that on the top. Most of the earth-rock dams were built across the Great River, using common and cheap materials. Because the material is relatively loose, it can withstand the shaking of the foundation. But the water slowly seeps into the dike, reducing its strength. Therefore, engineers will add a layer of waterproof clay to the surface of the embankment, or d...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B3/10
CPCE02B3/10E02B3/106E02B3/108
Inventor 毛训峰
Owner 毛训峰
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