Pile-pipe-cooperative vertical-side-wall horizontal-construction-bottom basin-shaped freezing water stop method for 4/6 guide-hole PBA construction method
A horizontal and hydraulic technology, applied in infrastructure engineering, protection devices, buildings, etc., can solve problems such as long construction period, low freezing efficiency, and idle work, so as to enhance floating resistance, save costs, and avoid excavation of frozen soil Effect
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Embodiment 1
[0052] See attached Figure 1-4 , a method of pile pipe cooperation with vertical side walls and horizontal bottom-building basin-shaped freezing water-stop construction method for 4 / 6 pilot tunnel PBA construction method, including the following steps:
[0053] (1) Shaft freezing pipe and shaft construction: Construct the shaft freezing pipe, excavate the shaft 1 downward after the shaft freezing structure is formed, and add a waterproof structure to the inner wall of the shaft below the water level.
[0054] For details, see the attached Figure 10 , the construction shaft freezing pipe is: the freezing pipe 14 around the construction shaft from the ground to the design depth, the shaft excavation is carried out downwards, and when the excavation is close to the groundwater level, the construction shaft bottom freezing pipe 15 to the design depth in the shaft, After the shaft freezing structure is formed, the shaft excavation continues downward. The peripheral freezing pip...
Embodiment 2
[0079] See attached Figure 6-9 , different from Example 1, if the groundwater has higher requirements on the thickness of the vertical frozen wall, the integrated construction of the vertical frozen pipe and the support pile will cause the frozen wall to invade the sideline of the pile body and the frozen soil can be excavated. In the area between the adjacent piles outside the pile body and outside the center line of the support pile 10, a separate vertical freezing hole is constructed, and a vertical freezing pipe 4 is inserted in the hole, and the inner edge of the vertical side wall formed by freezing does not exceed the support pile 10. , so that this problem can be avoided. During the specific construction, the frozen holes and the pile holes are drilled alternately, and only a reasonable step distance is staggered. The construction of the supporting piles does not need to wait for the complete formation of the frozen wall, and the two are constructed simultaneously, wi...
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