The structure and construction method of the water-stop curtain on the side wall of the foundation pit of the side slope of the main canal treated by filling method
A technology for water-stop curtains and main canals, applied in infrastructure engineering, drainage structures, water/sewage treatment, etc., to achieve the effect of convenient processing
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Embodiment 1
[0029] Such as Figure 1 to Figure 4 As shown, a kind of filling method of the present invention handles the structure of the water-stop curtain on the side wall of the foundation pit of the side slope of the main canal. The structure of the water-stop curtain also includes a support structure and an isolation and precipitation structure; the outer side of the dike 1 is provided with a steel sheet pile water-stop curtain 3 formed by interlocking steel sheet piles of a "C" structure arranged in sequence. The steel sheet pile with "C" structure has good waterproof and water-stop effects, and can be reused to effectively reduce the construction cost; the outer side of the steel sheet pile water-proof curtain 3 is provided with a waterproof layer 2, and the inner side is provided with the support structure , the support structure includes a number of support piles 4 arranged in the embankment 1 and corresponding to the steel sheet pile water-stop curtain 3, and a support rod is re...
Embodiment 2
[0038] Such as Figure 1 to Figure 4 Shown, the construction method of the structure of the water-stop curtain of main canal side slope foundation pit sidewall water-stop curtain is handled by replacement method described in a kind of embodiment 1, and this method comprises the steps:
[0039] 1) The construction operation surface is formed at the junction of the urban main canal and the urban infrastructure foundation to be constructed inside the main canal, that is, the construction operation surface is leveled on the top of the embankment 1, and then the outer side of the embankment 1 is filled. Bury and backfill clay to form a waterproof layer 2;
[0040] 2) Firstly drive in the steel sheet piles of "C" structure at the outer edge of the embankment 1 in sequence, each steel sheet pile interlocks to form the steel sheet pile water-stop curtain 3, and then the embankment inside the steel sheet pile water-stop curtain 3 Each support pile 4 is driven into the road 1, and the so...
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