Post-grouting pile foundation and grouting method thereof
A post-grouting pile and pile foundation technology, applied in sheet pile wall, foundation structure engineering, construction and other directions, can solve the problems of insufficient supporting force and small cross section of pile foundation, and achieve low production cost, simple construction process, easy-to-achieve effects
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Embodiment 1
[0073] A post-grouting pile foundation, including a grouting port 1, and also includes a pile foundation pipe 4 and a rotating intermediate body 2, one end of the rotating intermediate body 2 communicates with the grouting port 1, and the other end of the rotating intermediate body 2 is connected to the pile foundation The pipe 4 is connected, and pile foundation holes 41 are distributed on the outside of the pile foundation pipe 4 .
[0074] Such as Figure 4 with 5 As shown, the pile foundation pipes 4 are all columnar in shape, and pile foundation holes 41 are uniformly arranged on the outside of the columnar pile foundation pipes 4. The pile foundation structure itself greatly improves the success rate of one-time installation of the pile body and does not require rework.
[0075] A grouting method for a post-grouting pile foundation, comprising the following steps:
[0076] A, construct a kind of back grouting pile foundation described above;
[0077] B. Drive the pil...
Embodiment 2
[0084] Such as Figure 6-8As shown, a post-grouting pile foundation includes a grouting port 1, and also includes a pile foundation pipe 4 and a rotating intermediate body 2. One end of the rotating intermediate body 2 communicates with the grouting port 1, and the other end of the rotating intermediate body 2 is outside It communicates with the pile foundation pipe 4, and pile foundation holes 41 are distributed on the outside of the pile foundation pipe 4.
[0085] The pile foundation pipe 4 is flat, and the flat pile foundation pipe 4 is not easily deformed, and the force is balanced, and it is not easy to drift and sink. Such as Figure 7 As shown, circular arc bodies 44 are evenly distributed on the outer side of the pile foundation pipe 4, and pile foundation holes 41 are distributed on the section 45 at the junction of adjacent circular arc bodies 44, and the slurry enters the pile foundation pipe from the grouting port 1 4, following the rotation of the pile foundati...
Embodiment 3
[0095] A kind of post-grouting pile foundation of the present embodiment, compared with embodiment 2, such as Figure 9 As shown, the difference is that the rotating intermediate body 2 is a bearing 5, one end of the bearing inner ring 51 communicates with the grouting port 1, the other end of the bearing inner ring 51 is connected with the pile foundation liner 3, and the bearing outer ring 52 is connected with the pile foundation Tube 4 communicates.
[0096] A grouting method for a post-grouting pile foundation, comprising the following steps:
[0097] A, construct a kind of back grouting pile foundation described above;
[0098] B. Drive the pile foundation into the position of the prefabricated pile, and connect the grouting port 1 with the grouting pipe;
[0099] C. Grouting into the grouting port 1 through the grouting pipe;
[0100] D. The slurry enters the pile foundation pipe 4 through the grouting port 1 and the bearing 5;
[0101] E. Due to the impact of the sl...
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