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Testing device for measuring slope movement and valley bottom accumulation of landslide dam material

A test device and a damming body technology are applied in the field of test devices for measuring the slope movement of damming body materials and the accumulation of valley bottoms, which can solve the key elements of damming dams, the accumulation characteristics of damming dams, and the materials that do not consider the initial starting rate of debris. Distribution laws are limited to qualitative descriptions and other issues

Active Publication Date: 2021-09-10
NANJING HYDRAULIC RES INST
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

For barrier dam materials, because it is difficult to obtain on-site monitoring data, model testing has become one of the important means to reproduce the landslide-debris movement and accumulation process; however, the current physical-mechanical model device research has not considered the initial start-up rate of debris The key factors for the formation of barrier dams, such as slope shape and valley behavior, are still limited to qualitative descriptions of the accumulation characteristics and material distribution of barrier dams.

Method used

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  • Testing device for measuring slope movement and valley bottom accumulation of landslide dam material
  • Testing device for measuring slope movement and valley bottom accumulation of landslide dam material
  • Testing device for measuring slope movement and valley bottom accumulation of landslide dam material

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Embodiment 1

[0043] This example introduces the specific structure of a test device for measuring slope movement and bottom accumulation of damming body materials.

[0044] Please refer to figure 1 and figure 2 , figure 1 A schematic diagram of the three-dimensional structure of the test device for measuring the slope movement of the damming body material and the accumulation at the bottom of the valley provided by the present invention, figure 2 The schematic diagram of the three-dimensional structure of the test device for measuring the slope movement and valley bottom accumulation of the damming body material provided by the present invention is a cross-sectional view in the direction of A-A', which shows a test device for measuring the slope movement and valley bottom accumulation of the damming body material, It includes a material box 1, a beam 2, a vertical bar 3, a telescopic frame 4, an inclined groove 5, a concave groove 9, a blocking plate 10 and a platform 12.

[0045] Fur...

Embodiment 2

[0053] Based on the above-mentioned embodiment 1, this embodiment mainly introduces the structure of the concave groove 9 and the barrier plate 10 in the test device for measuring the slope movement and bottom accumulation of the damming body material.

[0054] Please refer to image 3 , image 3 The schematic diagram of the three-dimensional structure of the test device for measuring the slope movement of the damming body material and the accumulation at the bottom of the valley provided by the present invention is an enlarged view of the circle of the cross-sectional view in the A-A' direction, which shows that the concave groove 9 is an asymmetrical "U" ” type structure, the concave groove 9 includes a left arc plate 91, a middle hinge 92 and a right rolling leaf arc plate 93, the left arc plate 91 is connected with the bottom plate of the inclined groove 5 through a movable hinge 6, and the middle hinge 92 is fixed on the platform 12. One end of the right leaf-rolling arc...

Embodiment 3

[0062] Based on the above-mentioned embodiment 2, this embodiment mainly introduces a method for simulating the slope movement of granular materials and the method for particle separation and valley bottom accumulation of a test device for measuring slope movement and valley bottom accumulation of damming materials.

[0063] A method for simulating slope movement particle separation and valley bottom accumulation of granular materials in a test device for measuring slope movement and valley bottom accumulation of damming body materials, comprising the following steps:

[0064] Step 1: Dye the particles with a particle size of 40-60, 20-40, 10-20, 5-10 and 2-5 into five colors of red, yellow, green, blue and purple respectively, and the particles of 0.075-2mm are white, Configure soil and stone according to the test gradation, and place it statically in the material box 1;

[0065] Step 2: Adjust the horizontal and vertical positions of the material box 1 to the test value, and...

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Abstract

The invention provides a testing device for measuring slope movement and valley bottom accumulation of a landslide dam material. The testing device comprises a material box, an inclined groove, a telescopic frame, a concave groove, a barrier plate, a support and a platform, wherein the bottom surface of the material box is a movable plate which can be opened and closed, is connected with a cross beam through a bayonet and is used for adjusting the horizontal position of the material box; the cross beam is connected with a vertical rod through the bayonet, and can adjust the vertical height of the material box; the inclined groove is formed under the material box, an inclined slope is formed through a lower telescopic frame, an adjusting plate is arranged at the lower end, and the tail end of a bottom plate is connected with the front section of the concave groove through a movable hinge; the concave groove comprises a left arc plate, a middle hinge and a right leaf rolling arc plate, the lower portion of the left arc plate is the support, the middle hinge is fixed to the platform, and the top face of the right leaf rolling arc plate is connected with the barrier plate through a bayonet; and the bottom of the barrier plate is connected with a horizontal rail through a bayonet. The testing device is simple in structural form and simple in operation method, and can simulate a particle screening and separating phenomenon and a valley bottom accumulation process in a slope movement process of the landslide dam material.

Description

technical field [0001] The invention belongs to the field of physical-mechanical model facilities, in particular to a test device for measuring slope movement and bottom accumulation of dam materials. Background technique [0002] As a major flood and drought disaster, landslide-type barrier dams have occurred frequently and frequently in recent years, and its comprehensive risk analysis and evaluation and emergency response technology has been listed as a priority topic in the field of natural disaster prevention and control. Because landslide-type dams are formed by the rapid accumulation of landslide-sliding earth-rock materials, compared with artificially designed and uniformly rolled earth-rock dams, the particle distribution of dam materials presents significant spatial variability. For barrier dam materials, because it is difficult to obtain on-site monitoring data, model testing has become one of the important means to reproduce the landslide-debris movement and accu...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G09B23/08G09B23/40
CPCG09B23/08G09B23/40Y02A10/23
Inventor 郭万里蔡正银张晨简富献李禹君武颖利钟启明李威
Owner NANJING HYDRAULIC RES INST