Vibration compaction method in backfill area in building construction
A technology of vibratory compaction and building construction, which is applied in the direction of filling, construction, and basic structure engineering, etc., and can solve problems such as uneven distribution of backfill soil and different effects of vibration compaction, so as to achieve improved vibration compaction effect and better return of backfill soil. Tightening, avoiding the effect of collapse
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Embodiment 1
[0047] like figure 1 As shown in the figure, the vibration compaction method of the backfill area in the building construction includes the following steps:
[0048] Select backfill and lay the backfill into the foundation pit in layers;
[0049] Each time a layer of backfill is laid, a vibration compaction is performed;
[0050] Before vibrating and compacting the backfill, monitor the moisture content of the backfill in real time;
[0051] Vibration compaction is carried out on the backfill, and in the position with high moisture content of the backfill, the moisture in the backfill is sucked out by infiltration, and in the position with low moisture content of the backfill, water is injected into the backfill by direct water injection;
[0052] Geogrids are laid under each layer of backfill.
[0053] The thickness of each layer of the backfill is 200-300mm.
[0054] In the practical application of this embodiment, the backfill soil is screened first, so that the moistur...
Embodiment 2
[0065] like Figures 1~7 As shown, on the basis of applying the method of Embodiment 1, this embodiment relates to a vibratory compaction device for a vibratory compaction method for a backfill area in construction, including a front compaction roller 1 and a power body 2. The compaction roller 1 is provided with a moisture content balance mechanism 4 which is fixed to the front compaction roller 1 and extends from the inside of the front compaction roller 1 to the outer surface of the front compaction roller 1 .
[0066] In this embodiment, the determination of the moisture content of the backfill soil is determined by the electrical conductivity of the backfill soil. The measuring electrode 5 needs to be configured on the front compaction roller 1 in addition to being configured on the geogrid. In the embodiment, the measuring electrode 5 is arranged at the edge position of the front compaction roller 1, and the measuring electrode 5 is arranged at the edges of both sides, s...
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