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Anti-seepage stable cofferdam structure and construction method thereof

A construction method and cofferdam technology, which is applied in infrastructure engineering, water conservancy engineering, sea area engineering, etc., can solve the problems of increasing the cross-sectional area of ​​the cofferdam, increasing the amount of cofferdam engineering, and increasing the cost of the project, so as to protect the cofferdam structure , stable performance, and the effect of improving the anti-seepage effect

Pending Publication Date: 2021-11-02
江西省港航建设投资集团有限公司 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, increasing the height of the cofferdam and slowing down the slope of the cofferdam will inevitably increase the cross-sectional area of ​​the cofferdam dramatically, and the volume of the entire structure will also increase sharply, which will increase the amount of cofferdam engineering, which in turn will lead to engineering costs. the rise of

Method used

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  • Anti-seepage stable cofferdam structure and construction method thereof
  • Anti-seepage stable cofferdam structure and construction method thereof

Examples

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Effect test

Embodiment 1

[0036] like Figure 1-2 As shown, the anti-seepage and stable cofferdam structure in this embodiment includes a cofferdam foundation 1, and also includes a dike 2 and a cofferdam main body 3 arranged sequentially from the upstream surface to the backwater surface, and the dike 2 is filled in the cofferdam On foundation 1, cofferdam main body 3 is filled on dike 2 and cofferdam foundation 1, sand cushion 4 is laid on the facing water surface of dike 2 and cofferdam main body 3, and mold bag concrete is laid outside sand cushion 4 Slope protection 5; the inside of the embankment 2 is provided with a cut-off wall 6 (vertical pouring), and the inside of the cofferdam main body 3 is embedded with a composite geomembrane 7, and the lower end of the composite geomembrane 7 is poured and connected to the upper end of the cut-off wall 6; Both the dike 2 and the seepage-proof and stable cofferdam structure are trapezoidal structures.

[0037] In this embodiment, the cofferdam structure...

Embodiment 2

[0045] The construction method of the seepage-proof and firm cofferdam structure in embodiment 1 comprises the steps:

[0046] Step 1: Measure and set out the line, and determine the central axis and width of the cofferdam main body 3 and the dike 2 on the cofferdam foundation 1 according to the design requirements; specifically, release them according to the earth coordinates of the control points at the bottom of the cofferdam main body 3 and the dike 2 Axis and Width Contours.

[0047] Step 2: before filling the embankment 2, statically press the cover layer foundation several times, and compact the loose soil on the surface of the cofferdam foundation 1; The direction is parallel to the central axis of the cofferdam structure; the filling material of dike 2 is well-graded sand and gravel, and the relative density of the sand and gravel is not less than 0.75g / cm 3 .

[0048] Step 3: Carry out drilling to the embankment 2, adopt the method of high-pressure jet grouting to ...

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Abstract

The invention provides an anti-seepage stable cofferdam structure and a construction method thereof. The cofferdam structure comprises a cofferdam foundation, and further comprises a berm and a cofferdam body which are sequentially arranged from the upstream face to the downstream face; the cofferdam foundation is filled with the berm; the berm and the cofferdam foundation are filled with the cofferdam body; sand cushion layers are laid on the upstream face of the berm and the upstream face of the cofferdam body; mold bag concrete protection slopes are laid outside the sand cushion layers; an anti-seepage wall is arranged in the berm; a composite geomembrane is buried in the cofferdam body; the lower end of the composite geomembrane is connected to the upper end of the anti-seepage wall in a pouring manner; and the berm and the anti-seepage stable cofferdam structure are each of a trapezoid structure. According to the anti-seepage stable cofferdam structure and the construction method thereof, the stability of the cofferdam structure can be maintained without increasing the height of a cofferdam or decreasing the gradient of the cofferdam, the size of the cofferdam structure is reduced, the situation that the work amount of the cofferdam structure is sharply increased is avoided, and the project cost is remarkably reduced.

Description

technical field [0001] The invention belongs to the technical field of cofferdams, and in particular relates to a seepage-proof and stable cofferdam structure and a construction method thereof. Background technique [0002] In the construction of water conservancy projects, in order to build some long-term use of water conservancy equipment, it is necessary to drain the working environment of the construction equipment, so it is particularly important to build temporary water retaining structures. The vast majority of water conservancy projects use cofferdams as temporary water retaining structures. The function of cofferdams is to prevent silt and water from entering the location of construction equipment, so as to facilitate the discharge of internal water and facilitate the construction of the project site. As the scale of water conservancy projects becomes larger and larger, the flow of water will also increase. The stability of the cofferdam structure is often maintaine...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02D19/04E02B3/12E02B3/16
CPCE02D19/04E02B3/12E02B3/16E02B3/122
Inventor 胡云卿赵炼恒张恺谭叶拓罗伟赵伟龙谢玉堂
Owner 江西省港航建设投资集团有限公司
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