Construction method for dam partitioned filling and rolling
A construction method and filling technology, which is applied in filling, dams, buildings, etc., can solve the problems of low strength and quality of the dam body, and different strengths, so as to improve the rolling strength and construction quality, improve the strength and quality, and improve effect of effect
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Embodiment 1
[0027] A construction method for dam subarea filling and rolling, including dam body subdivision filling construction preparation, measurement control, material loading, dam material transportation, paving leveling, water sprinkling, roller compaction and quality inspection, the subdivision Filling construction includes filling and rolling in rockfill area, filling and rolling in transition material, filling and rolling in cushion layer, filling and rolling in auxiliary cushion layer, and filling and rolling in stone masonry slope protection at the back slope of the dam;
[0028] Specific steps are as follows:
[0029] S1 Construction preparation for dam subdivision filling: foundation treatment for each subdivision of filling, embedding of observation facilities, acceptance of filling base, measurement, vertical layer thickness signpost and division boundary calibration;
[0030] S2 measurement control: After the construction base surface is qualified, measure and determine t...
Embodiment 2
[0041]As the second embodiment of the present invention, when the roller compactor adopts segmental rolling for compaction, the rolling traces between the segments overlap, and the overlapping width is different in the junction zone of the cushion layer, the transition layer, and the rockfill area. Less than 110mm, within each zone, the overlapping width is not less than 0.6m.
[0042] Further, the compaction adopts the forward and backward staggered distance method, the staggered distance is 20-30cm, and the walking speed is 1.5km / h-2.5km / h.
[0043] Specifically, the rocks filled in the rockfill area are compacted with a 25-30t vibratory roller, and the rolling is carried out along the axis of the dam with a staggered distance of 30cm, a driving speed of 2.5km / h, and a thickness of 2.5km / h. 90cm, the number of rolling times is 9 times, the specific sequence is 2 times of low frequency and high vibration, then 5 times of high frequency and low vibration, and finally 2 times o...
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