US 12,188,198 B2
Method for constructing fixed monitoring pile for mining area with high phreatic water level
Hao Li, Huainan (CN); Shikai An, Huainan (CN); Biwu Han, Huainan (CN); Hongxing Guo, Huainan (CN); Yanfei Xu, Huainan (CN); Yunfei Yu, Huainan (CN); Qingfa Liao, Huainan (CN); Derong Zhao, Huainan (CN); and Wei Miao, Huainan (CN)
Assigned to PING AN COAL MINING ENGINEERING TECHNOLOGY RESEARCH INSTITUTE CO., LTD, Huainan (CN); and HUAINAN MINING (GROUP) CO., LTD, Huainan (CN)
Filed by PING AN COAL MINING ENGINEERING TECHNOLOGY RESEARCH INSTITUTE CO., LTD, Huainan (CN); and HUAINAN MINING (GROUP) CO., LTD, Huainan (CN)
Filed on Apr. 16, 2024, as Appl. No. 18/636,280.
Application 18/636,280 is a continuation of application No. PCT/CN2023/118133, filed on Sep. 12, 2023.
Claims priority of application No. 202310364254.0 (CN), filed on Apr. 3, 2023.
Prior Publication US 2024/0328108 A1, Oct. 3, 2024
Int. Cl. E02D 5/30 (2006.01); E02D 5/52 (2006.01); G01C 5/00 (2006.01); E02D 17/02 (2006.01)
CPC E02D 5/30 (2013.01) [E02D 5/52 (2013.01); G01C 5/00 (2013.01); E02D 17/02 (2013.01)] 9 Claims
OG exemplary drawing
 
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.