Construction method of battery well
A construction method and battery technology, applied in the field of pipelines, can solve the problems affecting the stable and continuous operation of the station, the inability to monitor the state of the valve chamber, and the inability to supply power to related equipment, so as to reduce equipment investment and construction costs, reduce construction procedures and Material, convenient operation and maintenance effect
Patent Information
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Publication Date
- 2019-05-24
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Figure 1
Abstract
Description
technical field
[0001] The invention relates to the technical field of pipelines, in particular to a construction method for battery wells. Background technique
[0002] For the battery well of the monitoring valve room in the oil and gas long-distance pipeline project, the battery well cover with rectangular structure is used in the continuous rainy area. If the rainfall is too large, the rainwater will leak into the battery well from the side of the well cover, causing the battery to enter water and unable to supply power to related equipment. , The on-site communication was interrupted, resulting in the failure of the RTU to communicate with the station control system normally, and the control center was unable to monitor the status of the monitoring valve chamber, which seriously affected the stable and continuous operation of the station. Contents of the invention
[0003] In order to solve the above problems, the object of the present invention is to provide a constr...
Examples
Embodiment 1
[0035] Embodiment 1, a construction method for a battery well according to the embodiment of the present invention, comprising:
[0036] Step 1, fixing the base 2 in the foundation pit below the ground inside the well body.
[0037] In the above step 1, the base 2 can be placed in the soil layer in the foundation pit, and the part above the base 2 in the foundation pit is backfilled with plain soil layered and compacted, and the plain soil is backfilled on the opposite sides and surroundings of the two bases 2 at the same time . At this time, the layered thickness of plain soil backfill shall not be greater than 300mm, and the compaction coefficient shall not be less than 0.94. Plain soil is natural sedimentary soil that is not doped with other impurities, has a fine and uniform density, and has a certain viscosity. After backfilling with plain soil, the surroundings of the base 2 are made more compact.
[0038] In the above step 1, when there is a backfill soil layer on the...