Pipe laying device and construction method for soft ground
A technology for laying devices and soft soil foundations, applied in the direction of pipeline laying and maintenance, pipeline support, mechanical equipment, etc., which can solve problems such as rollover, impact, and dumping
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Embodiment 1
[0041] Embodiment 1: A kind of pipe laying device for soft ground, such as figure 1 As shown, a plurality of prefabricated square trenches 1 are included, and the prefabricated square trenches 1 include a frame body 11 in a square frame and lifting lugs 12 integrally connected above the frame body 11 . The frame body 11 and the lifting lug 12 are made of reinforced concrete. In order to make the prefabricated square ditch 1 denser, the prefabricated square ditch 1 is made by mandrel vibration method.
[0042] combine figure 2 , the middle part of the frame body 11 is a hollow square placement cavity 111 . Four reinforcing ribs 13 are integrated inside the frame body 11 . The cross-section of the reinforcing rib 13 is triangular and strip-shaped. The four reinforcing ribs 13 are respectively placed on the four corners of the cavity 111 . One end of the opening of the frame body 11 is provided with a mounting groove 21 , and the other end is integrally provided with a moun...
Embodiment 2
[0054] Embodiment 2: a kind of construction method, such as figure 1 shown, including the following steps:
[0055] Step 1: Dig a strip-shaped trench on one side of the road, and set the length direction of the trench parallel to the length direction of the foundation;
[0056] Step 2: Use mountain gravel to evenly fill the bottom of the trench with a thickness of 1 meter;
[0057] Step 3: Lay the backing board on the gravel in the mountain field;
[0058] Step 4: Place a plurality of prefabricated square trenches 1 stably on the backing plate by hoisting by a crane;
[0059] Step 5: Stretch two adjacent prefabricated square trenches 1 to realize the connection of two adjacent prefabricated square trenches 1;
[0060] Step 6: plugging the connection joint between two adjacent prefabricated square trenches 1 with concrete;
[0061] Step 7: use concrete to fill the gap between the prefabricated square ditch 1 and the backing plate;
[0062] Step 8: Backfill compaction.
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