Water bag device provided with water tanks and used for simulating pressure-bearing water

Abstract

The invention discloses a water bag device provided with water tanks and used for simulating pressure-bearing water. The water bag device comprises the water tanks, a supporting frame, and a coal layer and a rock layer which are erected on the supporting frame. A pressure-bearing water-containing layer is arranged in the rock layer. The water tanks are of the same specification. Each water tank comprises, from top to bottom, an upper pipe body (401), an upper tank body (402), a lower pipe body (403) and a lower tank body (404) which are communicated sequentially, wherein the upper end of the upper pipe body (401) is provided with a pipe opening, the upper portion of the upper pipe body (401) is provided with a non-scale area, the lower portion of the upper pipe body (401) is provided with a scale area, the upper portion of the lower pipe body (403) is provided with a scale area, the lower portion of the lower pipe body (403) is provided with a non-scale area, and scales are arranged on the pipe walls of the scale areas. By means of the similar simulation test device and method of the water-containing layer for coal production under pressure-bearing water, pressure-bearing water can be similarly simulated when the water-containing layer exists in the upper covering rock layer in the production process of the coal layer.

Description

technical field [0001] The invention relates to a test device, in particular to a water bag device with a water tank for simulating pressurized water. Background technique [0002] Confined aquifers widely exist in my country's coal-measure strata. Due to the existence of water pressure and recharge in such aquifers, coal mining under confined aquifers is threatened. There have been many accidents at home and abroad caused by the pressure frame of the coal mining face under the confined aquifer, resulting in a large number of casualties and huge economic losses. However, most accidents caused by pressure frames in working faces have a remarkable feature, that is, the bedrock in the upper part of the mining coal seam is relatively thin (thin bedrock), and there is a confined aquifer at the same time. In this way, under the combined effects of mining, mine pressure, and confined water, it becomes particularly important to understand the load transfer of confined water, the me...

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Problems solved by technology

[0003] (1) In the above method, an integral, full-length pressurized water bag is used to approximate the confined aquifer in the coal-measure strata. However, as a material of the water bag itself, it has certain strength and curvature. The full length of the water bag is used (for example, a 3m long test frame uses a 3m long water bag), because the water pressure of the pressurized water that needs to be simulated is generally high, the designed water bag must be able to withstand a certain water pressure, so that the water The strength of the bag itself should not be too low, and its curvature will naturally become smaller. In addition, the two ends of the water bag moving and deforming in the overlying rock will be compressed by the rock layer, and the moving and deforming area of ​​the overlying rock is large, whic

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