A post-grouting device for prefabricated piles and its technology
A technology of prefabricated piles and post-grouting, which is applied in the direction of sheet pile walls, foundation structure engineering, construction, etc., can solve the problems of prolonging the pile sinking period, affecting the friction resistance of the pile body, and being difficult to promote, so as to improve the quality of pile sinking and improve Stress condition and the effect of improving pile sinking efficiency
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Embodiment 1
[0039] Embodiment 1: the prefabricated pile that adopts is pipe pile, as Figure 6 As shown, the bolt hole I 1321 and the bolt hole II 1322 on the end plate 132 below are the grouting holes 14, so that the grouting holes 14 are all on the same circumference, have the same hole diameter, and are symmetrically arranged to ensure that the pipe pile 1 maintains balance during the centrifugation process. Eccentric vibration does not occur. Such as Figure 7 As shown, two grouting pipes 15 are provided. The grouting pipes 15 are galvanized pipes with an inner diameter of Ф15 mm. The grouting device 151 is also provided with a protection device 1511. holes to facilitate the outflow of grout. The protection device 1511 is wrapped on the outside of the grouting device 151 and welded to the end of the grouting device 151. At the same time, the protection device 1511 is welded and fixed on the lower end plate 132 to prevent the grouting device 151 from being in the pile sinking process....
Embodiment 2
[0040] Embodiment 2: the prefabricated pile that adopts is pipe pile, as Figure 10 As shown, in the middle of bolt hole I 1321 and bolt hole III 1323, in the middle of bolt hole II 1322 and bolt hole IV 1324, two grouting holes 14 are arranged symmetrically, and according to these two grouting holes 14, as Figure 11 As shown, two grouting pipes 15 are provided, and the grouting pipes 15 are galvanized pipes with an inner diameter of Ф15 mm. The grouting device 151 is also provided with a protection device 1511, and the protection device 1511 is provided with through holes on both side plates to facilitate the outflow of the slurry.
Embodiment 3
[0041] Embodiment 3: the prefabricated pile 1 that adopts is a hollow pipe pile, such as Figure 12 As shown, two grouting pipes 15 are arranged in the hollow of the prefabricated pile 1, and the lower end of the grouting pipe 15 is welded to the lower end plate 132. In order to withstand the resistance of the end soil, the connection part is strengthened, and a protective device 1511 is provided. The protection device 1511 is provided with through holes on both side plates to facilitate the outflow of slurry. The grouting pipe 15, the lower end plate 132 and the protection device 1511 are welded to each other. The diameter of the grouting pipe is usually a galvanized steel pipe with an inner diameter of Ф25mm as the grouting pipe. When the prefabricated piles have spud cans 6, this embodiment only takes the spud cans as an example, and other types of spud cans are implemented by reference. The spud cans 6 are fixed at the lower end plate 132, such as Figure 13 , Figure 1...
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