Local prefabricated diaphragm wall guide wall under underground facilities and construction method
A technology of underground facilities and ground-connected walls, which is applied in sheet pile walls, foundation structure engineering, buildings, etc., can solve the problems of not being able to provide convenience for underground space construction, and achieve simple construction, high node rigidity, and simple avoidance functions Effect
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Embodiment 1
[0034] This embodiment provides a partially prefabricated ground connecting wall guide wall under the underground facility, which is arranged below the cable trench 9, and the trench is constructed below the cable trench 9. The cable trench 9 is used as an obstacle and needs to be dragged by underpinning. Such as figure 1 and figure 2 As shown, it includes a first guide wall 1 and a second guide wall 11 that are oppositely arranged, and the first guide wall 1 and the second guide wall 11 are respectively arranged on both sides of the trench.
[0035] One end of the second guide wall 11 is symmetrically connected to the surrounding purlins 8 on both sides, and a plurality of uplift piles 6 are connected under the other end, and the uplift piles 6 are arranged vertically along the interior of the soil. Further, the uplift pile 6 is a reinforced concrete uplift pile. The pullout pile 6 is connected to the purlin 8 through the pullout pipe 5, and the pullout pipe 5 is steel.
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Embodiment 2
[0045]This embodiment provides a construction method for partially prefabricated ground connecting walls and guide walls under underground facilities, which is constructed below the cable trench 9, including:
[0046] Step 1: Preparatory work before installing the guide wall:
[0047] (1) Pre-buried the fence 8 during the construction of the ground connection wall, or installed the fence 8 on the existing ground connection wall 9 . The side of the purlin 8 is left with a connection node for connecting the pullout pipe 5, and this connection node provides a large pulling force for the second guide wall 11 and subsequent operations to ensure the safety of the second guide wall 11.
[0048] (2) The uplift pile 6 is constructed in the auxiliary foundation pit, and the main reinforcement is reserved on the ground surface to prepare for the connection of the second guide wall 11 in the later stage. Since the 6 pile tops of the uplift piles are located underground, and the construct...
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