Device and method for testing forced diffusion rule of slurry for goaf filling
A test device and goaf technology, applied in measurement devices, diffusion analysis, instruments, etc., can solve the problems of lack of high-concentration slurry flow law and accumulation law, and achieve the effect of wide applicability
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Embodiment 1
[0040] Comply with the above technical solutions, such as Figure 1 to Figure 2 As shown, this embodiment provides a test device for forced diffusion law of goaf filling grout, which includes a slurry accumulation diffusion box 1, and the slurry accumulation diffusion box 1 includes a bottom plate 11, and is vertically arranged on the bottom plate 11 and has an adjustable height. The column 12, the side panel 13 that is detachably surrounding the base plate 11 in cooperation with the column 12, and the top plate 14 that is arranged on the top of the column 12; It is 1600mm and the thickness is 5mm.
[0041] In this embodiment, the boundary condition simulation of the gob can be realized by adding and removing the side plate 13. According to the actual situation of the goaf, the height of the column 12 and the quantity of the side plate 13 are designed, such as, there are For remaining coal pillars, install four side plates 13; if there are left coal pillars on three sides near ...
Embodiment 2
[0058] A kind of test method of forced diffusion law of grout for goaf filling in this embodiment, said method is realized by the test device for forced diffusion of grout for goaf filling disclosed in embodiment 1, comprising the following steps:
[0059] Step 1. Collect the exploration data of the goaf, set the height of the hydraulic support, the height of the column, the length of the grouting pipe and the number of side plates according to the obtained exploration data, and then complete the assembly of the test device;
[0060] Specifically, the goaf detection data collected in this embodiment include: the height of the goaf is 0.4m, the inclination angle of the floor of the goaf is 0°, the goaf is dry and waterless, that is, the water level is 0m, and the goaf is 0°. There is no coal pillar left in the grouting range. According to the above-mentioned exploration data, the height of the hydraulic support is set to 0.1m, the inclination angle of the bottom plate is 0°, the...
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