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
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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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