Construction method of prefabricated double-pipe seepage and drainage blind ditch and subgrade seepage and drainage structure
A seepage and drainage assembly-type technology, applied to drainage structures, side ditches/curbs, water/sewage treatment, etc., can solve problems such as poor drainage capacity, short service life, slow construction speed of roadbed seepage and drainage structures, etc., and achieve drainage Good ability and long service life
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Embodiment 1
[0084]The assembled dual-tube seepage drain blind groove of the present embodiment includes a drain unit of the first tail connection, such asfigure 1 As shown, the drain unit includes a first pipe 100, a first filter layer 310, a second pipe 200, a second filter layer 320, and a support assembly 400, and a tube wall of the first pipe 100. An oil hole 110, the first filter layer 310 is wrapped in the outside of the first water pipe 100, and the second pipe 200 is disposed inside the first exhaust pipe 100, the second pipe 200 A second water infiltrating hole 210 is provided on the tube wall, the second filter layer 320 is wrapped in the outer portion of the second pipe 200 and forms a cavity between the inner wall of the first pipe 100 and the second filter layer 320. The first liquid obtained by filtration through the first filter layer 310 passes through the first water infiltrating hole 110 into the cavity, and the first clef is filtered by the second filter layer 320. The liquid...
Embodiment 2
[0093]Such asFigure 10 The subgrade seepage structure shown, including:
[0094]The blind groove 20, the blind groove 20 is an assembled dual tube blind groove of Example 1 or Example 2, and the blind groove 20 is mounted to the bottom of the trench 10;
[0095]The first return layer 30, the first return layer 30 is located around the blind groove 20 and the backfilling height is 15 cm above the height of the blind groove 20;
[0096]The third filter layer 40, the third filter layer 40 is located around the first return layer 30;
[0097]The second fill layer 50 is located above the first return layer 30 and the backfilling height matches the trench 10.
[0098]The construction method of the base seepage drainage structure includes the following steps:
[0099](1) The drainage unit of assembled double-tube seepaged drain blind groove is assembled;
[0100](2) Install the third filter layer 40 at the bottom and around the groove 10;
[0101](3) Place the drain unit into the trench 10 and connect the adjacen...
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