Rainwater permeation regulation and storage facility in LID facility room and construction method of rainwater permeation regulation and storage facility
A construction method and technology for facilities, applied in separation methods, chemical instruments and methods, and sewage removal, etc., can solve the problems of facilities not reaching the depth of aquifers, divisions that cannot communicate with each other, and the overall retention of sponges not reaching the highest efficiency. , to achieve good practical promotion value, improve coordination and integration, and improve the effect of overall stagnation effect
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Embodiment 1
[0044] The embodiment of the present invention discloses a construction method of rainwater infiltration and storage facilities between LID facilities, including the following construction steps:
[0045] Step 1: Determine the buried height, buried position and pipe diameter of the permeable pipeline 1 through design calculations, draw construction drawings according to the calculation results, and select the material of the permeable pipeline 1 according to the construction ground surface facilities;
[0046] Step 2: Carry out positioning and setting out at the construction site according to the construction drawings, determine the basic construction location, check the underground pipeline facilities and cable facilities, and carry out earthwork excavation at the positioning and setting out position to form a base;
[0047] Step 3: Lay the base pad 5 on the base, install the permeable pipe 1 on the base pad 5 in the base, and fill the gap between the base and the permeable pi...
Embodiment 2
[0052] Increase on the basis of embodiment 1:
[0053] The base formed after the earthwork excavation in the step 2 is a trench, and the preliminary construction treatment is carried out after the trench is formed.
[0054] When the soil is normal and the groundwater level is lower than the bottom of the ditch, straight grooves can be opened, but the groove depth shall not exceed the following regulations: sandy soil and gravel soil shall not exceed 1.0m; loamy soil and loamy soil shall not exceed 1.25m.
[0055]When installing the permeable pipeline 1 in the trench, it is hoisted and placed and installed in sections. After the installation is completed, the top of the trench is backfilled with soil 2 and compacted.
Embodiment 3
[0057] Increase on the basis of embodiment 1;
[0058] The base formed after the earthwork excavation in the step 2 is a culvert, and the preliminary construction treatment is carried out after the culvert is formed.
[0059] When the permeable pipe passes through the road, a steel casing shall be installed on the outside.
[0060] When positioning and setting out the line, set the theodolite on the center line of the working well and the receiving point, determine the position along the line passing the center point, pull out the level line connecting the two points, and use the vertical line and tape measure to determine the equipment of the pipe jacking machine Location.
[0061] The permeable pipe 1 is installed in the culvert by dragging and jacking and installed in sections. After the installation is completed, the gap between the culvert and the permeable pipe 1 is filled and backfilled.
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