CPC E02D 5/30 (2013.01) [E02D 5/52 (2013.01); G01C 5/00 (2013.01); E02D 17/02 (2013.01)] | 9 Claims |
1. A method for constructing a fixed monitoring pile for a mining area with a high phreatic water level, comprising:
S1: prefabricating a pile foundation body, wherein the pile foundation body has a columnar structure, and a plurality of extension connection ports are provided at an outer side and a bottom of the pile foundation body; and
S2: digging a foundation pit at a designated monitoring point; combining the pile foundation body with an extension body to form a fixed monitoring pile; placing the fixed monitoring pile into the foundation pit, such that a bottom extension body and a side extension body are inserted into the pit foundation; and backfilling and compacting;
wherein in step S1, the pile foundation body comprises the following components that are combined together through cement pouring: a plurality of steel reinforcement rings, a plurality of side connecting reinforcement bars, a central vertical reinforcement bar, and a plurality of spiral reinforcement tubes; the plurality of steel reinforcement rings are vertically spaced and connected by the plurality of side connecting reinforcement bars; the central vertical reinforcement bar is located at a center of the steel reinforcement ring; the plurality of spiral reinforcement tubes are distributed at the outer side of the pile foundation body; a bottom of the central vertical reinforcement bar is connected to a spiral reinforcement tube; and open ends of the spiral reinforcement tubes form the extension connection ports.
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