Unlock instant, AI-driven research and patent intelligence for your innovation.

A method for grouting control and grouting amount calculation of rock formation migration in high-strength mining

A high-strength, grouting technology, applied in surface mining, mining equipment, earth-moving drilling, etc., can solve the problems of high degree of surface ecological damage, rapid surface subsidence, and prominent construction contradictions.

Active Publication Date: 2022-05-17
CHINA UNIV OF MINING & TECH (BEIJING)
View PDF0 Cites 0 Cited by
  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, due to the rapid advancement of high-intensity mining, the large size of the mining face, the large damage range of the overlying strata, the rapid surface subsidence and large deformation, the high degree of damage to the surface and ecology, and the prominent contradiction between resource development and ecological mining area construction, etc., it is very difficult. It is difficult to control the degree of surface damage from the source

Method used

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
View more

Image

Smart Image Click on the blue labels to locate them in the text.
Viewing Examples
Smart Image
  • A method for grouting control and grouting amount calculation of rock formation migration in high-strength mining
  • A method for grouting control and grouting amount calculation of rock formation migration in high-strength mining
  • A method for grouting control and grouting amount calculation of rock formation migration in high-strength mining

Examples

Experimental program
Comparison scheme
Effect test

Embodiment Construction

[0021] An implementation of the present invention will be further described below in conjunction with accompanying drawing:

[0022] a. Calculate the position of the key layer 1 according to the drilling column diagram of the overlying rock, and calculate the height H1 of the caving zone 6 and the height H of the fracture zone 9 according to the mining height M of the coal seam 8 and the lithology of the roof 2 , the buried depth of coal seam 8 is H.

[0023] b. When H 2 When >H, the overlying rock is a "two-zone" development structure ( figure 1 ), it is necessary to carry out grouting in the caving zone 6;

[0024] c. When H 2 When figure 2 ), there is no need to carry out grouting for the caving zone 6;

[0025] d. Drill the ground borehole 4 from the ground surface 10 to the caving zone 6, and the position of the ground drilling 4 in the caving zone 6 is directly above the middle part of the cutting hole 5 in the working face;

[0026] e. When the working face 7 adva...

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

PUM

No PUM Login to View More

Abstract

The invention discloses a grouting control and grouting amount calculation method for shallow buried high-intensity mining rock formation, which belongs to the high-intensity mining damage control and surface damage reduction methods of coal mines. Aiming at the "two-zone" development structure of shallow buried high-strength overlying rock and large damage in the western mining area, the present invention proposes that the caving zone and the separation layer fissure zone are grouted and filled to form a low-damage "three-zone" overlying rock structure, which greatly slows down the surface damage. The main steps include: determining the location of the key layer of the overlying rock; calculating the maximum deflection w before the key layer breaks; calculating the grouting volume required for the separation layer fissure zone. h 1 ; and then give the calculation formula V k =dH 1 L‑V g -(H 1 -M)bdL. According to the calculation results, after the initial fracture of the lower basic roof of the working face, drill wells from the ground to inject grout into the caving zone; when the working face advances to a square, start grouting to the separated layer fracture body; as shown in the abstract. The implementation of this method can greatly reduce the surface damage of shallow burial and high-intensity mining, and realize green mining in the ecologically fragile areas of the western mining area.

Description

technical field [0001] The invention relates to a high-strength mining damage reduction method for shallow buried coal seams, in particular to a mining damage control method based on grouting to control rock layer migration. Background technique [0002] With the advancement of technology and equipment, the scale of underground coal mines in my country has grown from a million-ton level (1-3 million tons / year) in the 1990s to a tens-million-ton level (10-30 million tons / year) at the beginning of this century. Years), the level of mining and coal mining has been continuously improved, and it has become an important way to improve the safety and security level of coal mines, the resource recovery rate and economic benefits. According to the layout of intensive development, the output of my country's 14 large coal bases accounts for more than 95% of the country's total. High-intensity mining is an important method of intensive mining, but it brings about rapid surface subsidenc...

Claims

the structure of the environmentally friendly knitted fabric provided by the present invention; figure 2 Flow chart of the yarn wrapping machine for environmentally friendly knitted fabrics and storage devices; image 3 Is the parameter map of the yarn covering machine
Login to View More

Application Information

Patent Timeline
no application Login to View More
Patent Type & Authority Patents(China)
IPC IPC(8): E21C41/18E21F15/00
CPCE21C41/18E21F15/005
Inventor 张村赵毅鑫李全生任赵鹏刘金保滕腾王伟何祥吴山西贾胜胡林枫杨永松
Owner CHINA UNIV OF MINING & TECH (BEIJING)