Construction method of anti-overflow composite sub-dike of earth-rock dam
A composite sub-dike and construction method technology, which is applied to the construction of earth-rock embankment anti-overflow composite sub-dike, flood season embankment rescue construction, and embankment rescue and protection sections, which can solve the problems of inability to prevent overflow, missed emergency rescue opportunities, and low construction efficiency and other issues, to achieve the effect of improving rescue efficiency, improving rescue efficiency, and convenient construction
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Embodiment 1
[0046] Refer Figure 1-9 As shown, the articula-damfill anti-roof of the present invention is mainly due to the moller kill pillow, the separation limit wooden pile 3, the prefabricate beam 8, the unit-type light steel holder 22, water injection rubber bag 31 and the anti-wave rack Equisical. In the rush of the embankment without the concrete anti-wave wall area, the dike opens the binding groove, and the prefabricated strip 8 is provided in the binding groove, and the separation limit wooden pile 3 is provided in the outer side of the preform pair 8, in the prefabricated Beam 8 and the separated limit wooden pile 3 stack the ferrous pillow, and fill the soil 4 on the side of the pillow pillow. In the outer side of the concrete, the anti-wave wall 20 is mounted by the pre-buried screw, the anti-wavering frame is placed on the outside of the anti-wave wall 20, and the anti-wave frame is stacked in the water rubber bag 31. The finishing rubber bag 31 surface is covered with a finite ...
Embodiment 2
[0055] This embodiment provides a construction method of an anti-roof bike buffar of earth-staple dam, including the following steps:
[0056] 1) First remove the dike peel, debris, etc. before the construction, and set up the rescue measurement control network in the ground, monitor the change in water, the displacement, deformation, and sedimentation of the rescue, and the subcrement of the accumulation, Perform measurements and stake out.
[0057] 2) Before the water level is rapidly rising, the unit-type light steel holder 22 is installed in time, and the unit-type light steel holder 22 manually helped to hoister to the outer side of the anti-wave wall 20, and the oblique screw with the water slope 1 after the position is corrected. 23 and the anti-wave wall 20 The pre-buried lateral screw 21 is anchored.
[0058] 3) In the rush of the embankment without the concrete anti-wave wall area, the shavings are grounded, and the binding tank is excavated along the edge of the canow c...
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