Foundation pit supporting composite retaining wall and construction method thereof
A composite retaining wall and foundation pit support technology, which can be used in infrastructure engineering, excavation, artificial islands, etc., can solve the problems of reducing cost reduction, reducing the requirements of insertion accuracy, and long construction period of concrete piles.
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Embodiment 1
[0033] Such as figure 1 As shown, a foundation pit support composite retaining wall provided by the embodiment of the invention includes: several pipe piles 1 arranged in the circumferential direction; cement-soil retaining wall part 2, located between two adjacent pipe piles, and It is connected with the pipe pile to form a circumferentially closed retaining wall; the foundation pit A is formed inside the composite retaining wall, wherein, as figure 2 and image 3 As shown, the pipe wall 7 of the pipe pile 1 is provided with a grouting structure corresponding to the cement-soil retaining wall part. As an optional embodiment, the pipe pile can be a hollow structure with an upper opening, so The grouting structure includes: a plurality of first through holes 3 formed on the pipe wall 7 of the pipe pile 1 corresponding to the portion of the cement-soil retaining wall, and communicating with the first through holes 3 The first grouting pipe 4 arranged inside the pipe pile 1; b...
Embodiment 2
[0039] The embodiment of the invention discloses a construction method for a foundation pit support composite retaining wall, such as Figure 6 and 7 As shown, it includes: a. using a piling device to insert several pipe piles into the soil at the pile positions arranged in the circumferential direction until a predetermined depth, wherein the pipe wall of the pipe pile is provided with the cement-soil retaining The grouting structure corresponding to the wall part; b. using grouting equipment to inject cement slurry 12 into the soil through the grouting structure to form a cement-soil structure connected with the pipe pile, and then cooperate with the pipe pile to form Circumferentially closed retaining wall.
[0040] As an optional embodiment, the pipe pile is a hollow structure with an upper opening; the grouting structure includes: several holes formed on the pipe wall of the pipe pile corresponding to the cement-soil retaining wall The first through hole, and the first ...
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