Automatic dewatering control method and device for foundation reinforcement
A technology of automatic precipitation and foundation reinforcement, applied in infrastructure engineering, soil protection, construction, etc., can solve the problems of small water output, slow recovery of groundwater level, and large number of pumping equipment, so as to reduce labor dependence and save The effect of maximizing cost and precipitation benefits
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Embodiment 1
[0024] Such as Figure 1-2 As shown, the foundation reinforcement automatic precipitation control device in the present embodiment includes:
[0025] a pumping device 7; and
[0026] The parallel pipeline connected with the pumping equipment 7 has a plurality of branch pipes 3 connected to the water collection chambers of the drainage consolidation structures 1 one by one.
[0027] Among them, the parallel pipeline is equipped with several valves whose flow rate can be monitored.
[0028] In this embodiment, the valve is an automatic control valve 5, which belongs to an electric control valve, and is connected to the electrical signal of the central control system; each automatic control valve 5 is equipped with a flow monitoring device 6, and the flow monitoring device 6 is connected to the electrical signal of the central control system. connection, the central control system judges whether to open or close the automatic control valve 5 of the relevant circuit according to...
Embodiment 2
[0039] The difference between the hardware configuration of Embodiment 2 and Embodiment 1 is: as image 3 As shown, each branch pipe 3 is equipped with an automatic control valve 5 . The same as in Embodiment 1 is: each automatic control valve 5 is equipped with a flow monitoring device 6 . By adopting the scheme of Embodiment 2, the flow rate of the drainage line of each drainage consolidation structure 1 can be monitored in real time, thereby controlling the automatic control valve 5 of the drainage line of each drainage consolidation structure 1 in real time, that is, , can control the on-off state of the drainage line of each drainage consolidation structure 1 in real time, which is equivalent to completely parallel control setting of the parallel pipelines.
[0040] Embodiment 2 is the same as steps S1, S2, and S6 of embodiment 1.
[0041] There are some differences between Embodiment 2 and the S3-S5 steps of Embodiment 1, the difference is:
[0042] S3. An automatic c...
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