Device for promoting landslide flow dividing and method of device
A technology for slopes and retaining walls, applied in excavation, water conservancy projects, artificial islands, etc., can solve the problems of cumbersome establishment and dismantling of retaining walls, poor technical and economic rationality, and large buried depth of anchorage sections, etc., to improve the utilization of devices rate, reducing the duration of exposure, and reducing the effect of landslide kinetic energy
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Embodiment 1
[0081] Such as Figure 1-3 Shown, a kind of device that promotes landslide diversion, it comprises herringbone barrier wall 1 or detachable barrier wall 2 adapting to different slope forms, said herringbone barrier wall 1 or detachable barrier wall 2 is supported on steel ingot 3 The top of the herringbone blocking wall 1 or the back of the detachable blocking wall 2 is hinged with a hydraulic damper 5, the tail of the hydraulic damper 5 is hingedly connected with the bottom support 7 through the hinge seat 6, and the herringbone blocking The two outer walls of the wall 1 or the detachable barrier wall 2 are alternately arranged with hollow hinge sleeves 4 for hinged connection of multiple barrier walls, and the hollow hinge sleeves 4 are hingedly connected by pins. By using the device with the above structure, it proposes a herringbone-shaped detachable multi-layer barrier wall for the first time. Compared with other barrier walls, this method improves the utilization rate of...
Embodiment 2
[0092] see Figure 4 , the design method of the barrier wall size of the device that promotes landslide diversion,
[0093] According to the impact mechanics model, the force exerted on the structure is divided into drag force F t , passive earth pressure F p and the resultant force F of gravity and friction in the stagnation zone gf , the resultant impact force is F n :
[0094] f n =F t +F gf +F p
[0095] According to the semi-empirical formula:
[0096] f t =ρv 1 h 1 C d A / 2
[0097] According to the indoor model test:
[0098]
[0099]
[0100] In the formula: F r is the static earth pressure; ρ is the soil density; V 1 is the volume of particle flow; C d The corrected static earth pressure; A is the cross-sectional area of the particle flow; h 1 is the thickness of the particle flow; g is the gravitational acceleration; a, n are the empirical coefficients, which are a=10.8 and n=1.3 according to experience;
[0101] At present, in the design, ...
Embodiment 3
[0117] see Figure 5 , impel the use method of the device of landslide diversion, comprising the following steps:
[0118] For landslide hills with buildings below:
[0119] Step1: According to the cubic volume of the landslide and the size of the mountain, select the appropriate path and the specifications of the detachable blocking wall 2, and there must be a certain open terrain in front of the landslide;
[0120] Step2: Anchor the detachable blocking wall 2 and the anchor rod;
[0121] Step3: Fix the hydraulic damper 5 and the hinged seat 6 through the damper fixing block.
[0122] Step4: Connect the hydraulic damper 5, the hinged seat 6 and the clamping bolt at the bottom of the detachable blocking wall 2.
[0123] Step5: Connect the hinged seat 6 and the bottom support 7 with bolts;
[0124] Step6: Use anchor rods to anchor the bottom support 7 on the ground;
[0125] Step7: Install the portable water bag on the facing slope side of the detachable barrier wall 2.
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