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Wet shotcrete support method for underground tailings

A technology of wet spraying and tailings, which is applied in shaft lining, underground chambers, shaft equipment, etc., can solve the problems of no utilization, potential safety hazards for residents downstream of tailings ponds, and occupation of tailings pond storage capacity, so as to achieve sufficient sources, Impact force distribution Easy to adhere and reduce the amount of dust

Inactive Publication Date: 2019-01-18
湖南黄金洞矿业有限责任公司
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0006] For gold mines, most of the ore after mining has become tailings after flotation, which has almost no use value. Generally, it is directly discharged to the tailings pond as solid waste, which not only occupies the storage capacity of the tailings pond, but also contributes to the tailings. Residents downstream of the mine pose a great safety hazard

Method used

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  • Wet shotcrete support method for underground tailings
  • Wet shotcrete support method for underground tailings
  • Wet shotcrete support method for underground tailings

Examples

Experimental program
Comparison scheme
Effect test

Embodiment 1

[0035] Example 1, divided into 5 groups, 40 kg, 60 kg, 80 kg, 100 kg, and 120 kg of tailings were added to groups 1-5, and each group also added 20 kg of cement, 80 g of quick-setting agent, 20 g of Mortar King and 20 kg of water was used to make 5 kinds of slurry, that is, the mass ratio of tailings sand to cement, that is, the ratio of lime to sand was 1:2, 1:3, 1:4, 1:5 and 1:6 respectively. The process is wet sprayed, and after 28 days of curing, the strength test is carried out with a concrete rebound tester. The test results are shown in figure 2 . like figure 2 As shown, the highest strength of the shotcrete body after curing for 28 days is 32 MPa, and the lime-sand ratio at this time is 1:3 and 1:4, because the cost of the slurry with the lime-sand ratio of 1:3 is higher than that of 1:4, while Both have the same effect, therefore, the best lime-sand ratio is 1:4.

Embodiment 2

[0036] Example 2, divided into 5 groups, 12 kg, 16 kg, 20 kg, 24 kg, 28 kg of water were added to groups 1-5, and each group also added 80 kg of tailings, 20 kg of cement, 80 g of quick-setting agent and mortar Wang 20 g, made into 5 kinds of slurry, the mass ratio of water and cement, that is, the water-cement ratio is 0.6:1, 0.8:1, 1:1, 1.2:1 and 1.4:1, and the same spraying process is carried out Wet shotcrete, after 28 days of curing, use the concrete rebound tester to test the strength, the test results are shown in image 3 . Depend on image 3 It can be seen that the optimum water-cement ratio of the present invention is 1:1, and the strength of the shotcrete body after 28 days of curing with this water-cement ratio is 32 MPa.

Embodiment 3

[0037]Example 3, divided into 4 groups, 100 g of accelerator, No. 108 glue and 100 g of liquid strengthening agent were added to group 1-3, no additives were added to group 4, and 80 kg of tailings, 20 kg of cement and water were also added to each group 20 kg, made into 5 kinds of slurries, carried out wet spraying with the same spraying process, and observed regularly during the maintenance period. The test found that a small amount of cracks appeared in the first group at the later stage; when the second group and the third group were sprayed, pipe blockage frequently occurred, and the slurry was very dry and easy to agglomerate. After adding a certain amount of water, the pipe blockage disappeared, but Bleeding is very serious after spraying, and even falls in groups; after the fourth group is sprayed out, it is easy to fall in groups. The results show that No. 108 rubber and liquid reinforcing agent are not suitable as additives under this condition, and only adding accel...

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Abstract

The invention provides a wet shotcrete support method for underground tailings. The method specifically includes the following steps that a to-be-sprayed surface is cleaned firstly, the tailings, cement, an accelerator, mortar and water are proportionally mixed and added into a drum type concrete mixer, uniform stirring is achieved, and mixture slurry is formed; then water whose volume is one third of the volume of a stock bin is added into the stock bin of a wet pulp shooting machine, the pulp shooting machine and a spray nozzle are started, and a pipeline of the pulp shooting machine is wetted; after all water in the stock bin is likely to be sprayed out, the mixture slurry is poured into the stock bin of the wet pulp shooting machine for stirring, pulp shooting starts, after pulp shooting, the equipment and the pipeline are cleaned. Compared with traditional dry pulp shooting, the problems that a working plane has much dust, the material rebound rate is high and the hydration degreeis insufficient are well solved, and at the same time, the source of the tailings is sufficient and the pulp shooting cost is greatly reduced for mining enterprises.

Description

technical field [0001] The invention relates to a surrounding rock sealing method of a rock roadway, in particular to an underground tailing sand wet spraying support method. Background technique [0002] Since the 1970s, the shotcrete support has been listed as a key project by the country and has been vigorously promoted in coal mines, metal mines and non-metal mines. It is widely used in newly excavated roadways, tunnels and slope treatment. It is a kind of Easy to construct and effective support method. At present, the spraying method of domestic coal mines, metal mines and non-metal mines is mainly dry (wet) spraying. [0003] The dry spraying equipment is simple and cheap, the construction process is simple and easy to master quickly, the spraying efficiency is high, and the overall cost is relatively low. Therefore, dry spraying has a wide application market in China. However, the disadvantages of dry spraying are also very prominent: first, the dust is large, and t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/10
Inventor 陈维陈伟贺坤杨勇聂都超游勇
Owner 湖南黄金洞矿业有限责任公司