A self-warning reinforcement structure for slopes in excavation engineering
A technology for strengthening structures and engineering slopes, applied in excavation, infrastructure engineering, signal devices, etc., can solve the problems of lack of early warning function, prone to landslides, difficult to find and remedy, etc.
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Embodiment 1
[0043] see Figure 1-3 , a slope self-warning reinforcement structure for excavation engineering, including a plurality of early warning anchors 1 anchored on the slope, the early warning anchors 1 include a transparent color rendering end 11, a front moving part 12, a middle sensing part 13 and a rear fixed part 14, and the transparent color-developing end 11 is located outside the slope and fixedly connected with the front moving part 12, the middle sensing part 13 is provided with a pre-split sac 3, and the pre-split sac 3 is connected to the front moving part 12 and the rear fixed part 14 The two diagonal points are connected, the pre-split sac 3 is filled with early warning liquid, and a flow channel is opened on the front moving part 12, and the flow channel communicates with the transparent color-developing end 11.
[0044] In this embodiment, the early warning bolt 1 only plays the role of reinforcement and early warning, but no temporary reinforcement measures can be ...
Embodiment 2
[0046] see figure 1 , compared with embodiment 1, there are a plurality of evenly distributed induction sleeves 4 in the flow channel, and a plurality of extension holes corresponding to the induction sleeves 4 are opened on the front moving part 12 .
[0047] see Figure 5-8 , the inducement sleeve 4 includes a pair of driving membranes 41, a water-adhesive layer 42 and a pair of stagnation columns 43, a pair of water-adhesive layers 42 are symmetrically connected to the inner wall of the flow channel, and the water-adhesive layer 42 is connected to a pair of Between the driving films 41, the stagnation post 43 is fixedly connected to the end of the driving film 41 away from the water-absorbing layer 42, and extends to the surface of the extension hole. Under normal conditions, the water-relieving layer 42 plays a role of bonding and fixing a pair of driving films 41. Function, after the release of the early warning liquid, it contacts with it, forcing the water-absorbing la...
Embodiment 3
[0057] see Figure 10 , and the difference from Example 2 is that the outer shell 31 uses a pair of half-shells to abut but are independent of each other, and part of the early warning anchor 1 is replaced by an ordinary anchor 2, and the earthwork is mainly reinforced by the ordinary anchor 2, and the early warning anchor 1 plays the role of auxiliary reinforcement, which mainly provides early warning function. Therefore, the outer shells 31 can improve the accuracy of early warning when they are independent of each other, so as to realize the separation of perception in time. The specific use method of ordinary anchor rod 2 is the existing technology, and will not be repeated here. .
[0058] Theoretically, the effect of the combination of early warning bolt 1 and ordinary bolt 2 in embodiment 3 is better, and technicians can choose according to different geological environments. For example, when the geological conditions are good, embodiment 2 can be used. When it is poor...
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