Red-bed rock slope flexible comprehensive support structure and construction method thereof
A support structure and rock slope technology, applied in the field of geotechnical engineering, can solve the problems of untimely support, poor ductility and dynamic performance, high cost, etc., and achieve the effect of improving self-sustaining ability, reducing disturbance and convenient construction
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Embodiment 1
[0073] See attached figure 1 , 2 , 3, 4, 5, 6, 7, a flexible comprehensive support structure for a red bed rock slope, the flexible comprehensive support structure includes: an advance grouting reinforcement structure before excavation, and an anchor grouting reinforcement structure after excavation structure, slope normal prestressed reinforcement structure, miniature anti-slide piles; the advanced grouting reinforcement structure before excavation is to drill the first grouting hole 1 on the rock and soil of the first level slope before excavation, and the first The grouting hole 1 is drilled in the vertical direction, the depth reaches 1-2m below the horizontal position of the slope top of the second grade, and the first grouting hole 1 is injected with high pressure to the designed contour line of the first grade slope 2, in order to form a root network slurry vein complex with strong shear resistance in the non-excavated rock and soil below the Lunguo line 2 of the first...
Embodiment 2
[0079] The difference between this embodiment and Embodiment 1 is that one end of the three anti-skid rods 801 in the miniature anti-skid pile 8 is fixedly connected, and the other ends are at a certain angle in different planes; and among the three anti-skid rods 801, the one closest to the roadbed One rod is substantially perpendicular to the subgrade plane 14, and the other two are approximately perpendicular to the potential sliding surface 15 at the slope corner.
Embodiment 3
[0081] A construction method for a flexible comprehensive support structure of a red bed rock slope, comprising the following steps:
[0082] The first step: advanced grouting reinforcement before excavation
[0083] According to the field geological investigation results of the red layer slope, before the excavation of the slope, the first grouting hole 1 is drilled in the rock and soil of the first level slope, and the first grouting hole 1 is drilled along the vertical direction, and the depth reaches the second level. 1-2m below the horizontal position of the top of the first-grade slope, the first grouting hole 1 is provided with a grouting steel flower tube, and the first grouting hole is injected with high pressure to the position below the designed slope contour line 2, so that In the non-excavation rock and soil below the surface contour line 2, a root network slurry vein complex with strong shear resistance is formed to strengthen the non-excavation rock and soil; re...
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