MULTI-SECTION NON-PILLAR STAGGERED PROTECTED ROADWAY FOR DEEP INCLINED THICK COAL SEAM AND METHOD FOR COAL PILLAR FILLING BETWEEN SECTIONS

Abstract

Disclosed is a multi-section non-pillar staggered protected roadway for a deep inclined thick coal seam (DITCS) and a method for coal pillar filling between sections. The multi-section non-pillar staggered protected roadway includes a floor, a coal seam, an immediate roof, and a basic roof in a multi-section coal seam, where the floor is disposed below the coal seam, a hydraulic support is disposed in a section between the floor and the immediate roof; a return airway and a transportation roadway are respectively disposed on a left side and a right side of each section; the return airway and the transportation roadway in each section are communicated with each other through a working face; and non-pillar staggered layout is used for a return airway of a next section and a transportation roadway of a current section.

Claims

1. A multi-section non-pillar staggered protected roadway for a deep inclined thick coal seam (DITCS), comprising a floor, a coal seam, an immediate roof, and a basic roof in a multi-section coal seam, wherein the floor is disposed below the coal seam, a hydraulic support is disposed in a section between the floor and the immediate roof; a return airway and a transportation roadway are respectively disposed on a left side and a right side of each section; the return airway and the transportation roadway in each section are communicated with each other through a working face; and non-pillar staggered layout is used for a return airway of a next section and a transportation roadway of a current section.

2. The multi-section non-pillar staggered protected roadway for a DITCS according to claim 1, wherein the non-pillar staggered layout should meet a requirement of a thickness of a coal seam between the return airway of the next section and the transportation roadway of the current section, that is, a vertical distance between the roadways is greater than 2 m.

3. The multi-section non-pillar staggered protected roadway for a DITCS according to claim 1, wherein when a thickness of a coal seam section is 3.5-4.0 m, lower staggered layout is used for the return airway of the next section and the transportation roadway of the current section, that is, the return airway of the next section is located on a lower right side of the transportation roadway of the current section.

4. The multi-section non-pillar staggered protected roadway for a DITCS according to claim 1, wherein when a thickness of a coal seam section is 4.0-5.5 m, superimposed layout is used for the return airway of the next section and the transportation roadway of the current section, that is, the return airway of the next section is located right below the transportation roadway of the current section.

5. The multi-section non-pillar staggered protected roadway for a DITCS according to claim 1, wherein when a thickness of a coal seam section is greater than 5.5 m, upper staggered layout is used for the return airway of the next section and the transportation roadway of the current section, that is, the return airway of the next section is located on a lower left side of the transportation roadway of the current section.

6. The multi-section non-pillar staggered protected roadway for a DITCS according to claim 1, wherein a flexible bolt-mesh-anchor support manner is used for the return airway in each section.

7. A method for coal pillar filling between sections of the multi-section non-pillar staggered protected roadway for a DITCS according to claim 1, comprising the following steps: (1) during longwall mining of a DITCS, after a first-section working face is mined, mining out coal on a side obliquely below a second-section return airway along with mining of a second-section working face, successively withdrawing hydraulic supports and placing them onto a working face of a next section, forming crushed coal when fractured coal of a first section on a side obliquely above the roadway is immediately destructed because the roadway becomes instable, and transporting the crushed coal to above a second-section goaf; (2) allowing caving gangue in a first-section goaf to move towards the second-section goaf along the passage, filling the caving gangue and the crushed coal together obliquely above the second-section goaf, so that an inclined upper part, middle part, and lower part of the second-section goaf are all filled with a destroyed rock strata. (3) conducting roadway layout, mining, and filling of working faces of a third section, a fourth section, . . . , an Nth section by using a same method as that used for the second section.

8. A method for coal pillar filling between sections of the multi-section non-pillar staggered protected roadway for a DITCS according to claim 2, comprising the following steps: (1) during longwall mining of a DITCS, after a first-section working face is mined, mining out coal on a side obliquely below a second-section return airway along with mining of a second-section working face, successively withdrawing hydraulic supports and placing them onto a working face of a next section, forming crushed coal when fractured coal of a first section on a side obliquely above the roadway is immediately destructed because the roadway becomes instable, and transporting the crushed coal to above a second-section goaf; (2) allowing caving gangue in a first-section goaf to move towards the second-section goaf along the passage, filling the caving gangue and the crushed coal together obliquely above the second-section goaf, so that an inclined upper part, middle part, and lower part of the second-section goaf are all filled with a destroyed rock strata; (3) conducting roadway layout, mining, and filling of working faces of a third section, a fourth section, . . . , an Nth section by using a same method as that used for the second section.

9. A method for coal pillar filling between sections of the multi-section non-pillar staggered protected roadway for a DITCS according to claim 3, comprising the following steps: (1) during longwall mining of a DITCS, after a first-section working face is mined, mining out coal on a side obliquely below a second-section return airway along with mining of a second-section working face, successively withdrawing hydraulic supports and placing them onto a working face of a next section, forming crushed coal when fractured coal of a first section on a side obliquely above the roadway is immediately destructed because the roadway becomes instable, and transporting the crushed coal to above a second-section goaf; (2) allowing caving gangue in a first-section goaf to move towards the second-section goaf along the passage, filling the caving gangue and the crushed coal together obliquely above the second-section goaf, so that an inclined upper part, middle part, and lower part of the second-section goaf are all filled with a destroyed rock strata; (3) conducting roadway layout, mining, and filling of working faces of a third section, a fourth section, . . . , an Nth section by using a same method as that used for the second section.

10. A method for coal pillar filling between sections of the multi-section non-pillar staggered protected roadway for a DITCS according to claim 4, comprising the following steps: (1) during longwall mining of a DITCS, after a first-section working face is mined, mining out coal on a side obliquely below a second-section return airway along with mining of a second-section working face, successively withdrawing hydraulic supports and placing them onto a working face of a next section, forming crushed coal when fractured coal of a first section on a side obliquely above the roadway is immediately destructed because the roadway becomes instable, and transporting the crushed coal to above a second-section goaf; (2) allowing caving gangue in a first-section goaf to move towards the second-section goaf along the passage, filling the caving gangue and the crushed coal together obliquely above the second-section goaf, so that an inclined upper part, middle part, and lower part of the second-section goaf are all filled with a destroyed rock strata; (3) conducting roadway layout, mining, and filling of working faces of a third section, a fourth section, . . . , an Nth section by using a same method as that used for the second section.

11. A method for coal pillar filling between sections of the multi-section non-pillar staggered protected roadway for a DITCS according to claim 5, comprising the following steps: (1) during longwall mining of a DITCS, after a first-section working face is mined, mining out coal on a side obliquely below a second-section return airway along with mining of a second-section working face, successively withdrawing hydraulic supports and placing them onto a working face of a next section, forming crushed coal when fractured coal of a first section on a side obliquely above the roadway is immediately destructed because the roadway becomes instable, and transporting the crushed coal to above a second-section goaf; (2) allowing caving gangue in a first-section goaf to move towards the second-section goaf along the passage, filling the caving gangue and the crushed coal together obliquely above the second-section goaf, so that an inclined upper part, middle part, and lower part of the second-section goaf are all filled with a destroyed rock strata; (3) conducting roadway layout, mining, and filling of working faces of a third section, a fourth section, . . . , an Nth section by using a same method as that used for the second section.

12. A method for coal pillar filling between sections of the multi-section non-pillar staggered protected roadway for a DITCS according to claim 6, comprising the following steps: (1) during longwall mining of a DITCS, after a first-section working face is mined, mining out coal on a side obliquely below a second-section return airway along with mining of a second-section working face, successively withdrawing hydraulic supports and placing them onto a working face of a next section, forming crushed coal when fractured coal of a first section on a side obliquely above the roadway is immediately destructed because the roadway becomes instable, and transporting the crushed coal to above a second-section goaf; (2) allowing caving gangue in a first-section goaf to move towards the second-section goaf along the passage, filling the caving gangue and the crushed coal together obliquely above the second-section goaf, so that an inclined upper part, middle part, and lower part of the second-section goaf are all filled with a destroyed rock strata; (3) conducting roadway layout, mining, and filling of working faces of a third section, a fourth section, . . . , an Nth section by using a same method as that used for the second section.

13. The method for coal pillar filling between sections according to claim 7, a flexible bolt-mesh-anchor support manner is used for all mining roadways, to ensure that gangue in an upper-section goaf can be effectively transported to a lower-section goaf in time.

14. The method for coal pillar filling between sections according to claim 8, a flexible bolt-mesh-anchor support manner is used for all mining roadways, to ensure that gangue in an upper-section goaf can be effectively transported to a lower-section goaf in time.

15. The method for coal pillar filling between sections according to claim 9, a flexible bolt-mesh-anchor support manner is used for all mining roadways, to ensure that gangue in an upper-section goaf can be effectively transported to a lower-section goaf in time.

16. The method for coal pillar filling between sections according to claim 10, a flexible bolt-mesh-anchor support manner is used for all mining roadways, to ensure that gangue in an upper-section goaf can be effectively transported to a lower-section goaf in time.

17. The method for coal pillar filling between sections according to claim 11, a flexible bolt-mesh-anchor support manner is used for all mining roadways, to ensure that gangue in an upper-section goaf can be effectively transported to a lower-section goaf in time.

18. The method for coal pillar filling between sections according to claim 12, a flexible bolt-mesh-anchor support manner is used for all mining roadways, to ensure that gangue in an upper-section goaf can be effectively transported to a lower-section goaf in time.

Description

BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWINGS

[0022] The accompanying drawings described herein are provided for further understanding of the present invention, constitute a part of this application, but do not constitute an improper limitation on the present invention. In the accompanying drawings:

[0023] FIG. 1(a) is a layout diagram of a multi-section roadway and a working face;

[0024] FIG. 1(b) is a layout diagram of a second-section roadway during mining of a first-section working face;

[0025] FIG. 1(c) is a characteristic pattern of second-section mining and transportation and filling of gangue in a goaf; and

[0026] FIG. 2(a) to FIG. 2(c) are a location diagram of a staggered roadway: FIG. 2(a) shows an upper staggered layout form; FIG. 2(b) shows a superimposed layout form; and FIG. 2(c) shows a lower staggered layout form.

[0027] In the figures, 1-floor; 2-coal seam; 3-immediate roof; 4-basic roof; 5-first-section return airway; 6-first-section transportation roadway; 7-second-section return airway; 8-second-section transportation roadway; 9-first-section working face; 10-second section; 11-hydraulic support; 12-first-section goaf; 13-second-section working face; 14-fractured coal; 15-third-section return airway; 16-second-section goaf; and 17-crushed coal.

DETAILED DESCRIPTION OF THE INVENTION

[0028] The present invention is described in detail below with reference to the accompanying drawings and specific embodiments. Exemplary embodiments and description of the present invention are intended to explain the present invention herein, but are not intended to limit the present invention.

[0029] For an overall structure of the present invention, refer to FIG. 1(a) and FIG. 1(b). The present invention proposes a multi-section non-pillar staggered protected roadway for a DITCS. The multi-section non-pillar staggered protected roadway includes a floor 1, a coal seam 2, an immediate roof 3, and a basic roof 4 in a multi-section coal seam 2. The floor 1 is disposed below the coal seam 2, a hydraulic support 11 is disposed in a section between the floor 1 and the immediate roof 3; a return airway and a transportation roadway are respectively disposed on a left side and a right side of a section; a return airway and a transportation roadway in each section is communicated with each other through a working face; and non-pillar staggered layout is used for a return airway of a next section and a transportation roadway of a current section.

[0030] As shown in FIG. 1(a), during longwall mining of a DITCS, a first-section working face 9 is arranged in the coal seam 2, where a first-section return airway 5 is arranged along the floor 1 of the coal seam, a first-section transportation roadway 6 is arranged along the immediate roof 3; and the first-section working face 9 is connected to the first-section transportation roadway 6 by using a method for gradually reducing a mining height of an inclined lower part of the working face. During mining of a second section 10, a second-section return airway 7 and a second-section transportation roadway 8 are arranged in a same manner as the first-section return airway 5 and the first-section transportation roadway 6 of a first section. A position of the second-section return airway 7 mainly depends on factors such as thicknesses and strength of the coal seam, the roof, and the floor, and specific parameters can be determined through theoretical calculation, physical simulation, and numerical research.

[0031] The position of the second-section return airway 7 is selected according to the following principles: [0032] (1) A coal pillar section is reduced in size as much as possible or no coal pillar section is used to implement non-pillar mining. (2) The second-section return airway 7 is arranged as possible outside or at an edge of an area in which roof stress is concentrated between sections, preventing the second-section return airway 7 from being subject to concentrated stress. (3) If objective conditions permit, upper staggered layout is used for the second-section return airway 7 as possible, so that the second-section return airway 7 is located inside a fissure zone of the coal seam, and a deformation amount of the roadway is reduced due to buffer of a fractured coal seam. In addition, the roadway can be protected by an inclined masonry structure in a first-section goaf 12, thereby ensuring the stability of the second-section return airway 7 and reducing maintenance costs.

[0033] As shown in FIG. 1(b), during mining of the second section, the second-section return airway 7 and the second-section transportation roadway 8 are arranged in a same manner as the first-section return airway 5 and the first-section transportation roadway 6 of the first section. A position of the second-section return airway 7 mainly depends on factors such as thicknesses and strength of the coal seam, the roof, and the floor, and specific parameters can be determined through theoretical calculation, physical simulation, and numerical research.

[0034] When conditions of the thicknesses and strength of the coal seam, the roof, and the floor permit, the position of the second-section return airway 7 can be determined based on a spacing between roadways, that is, it is ensured that a thickness of a coal seam between the roadways is greater than 2 m. Lower staggered layout is used for coal seam with a thickness of approximately 3.5-4.0 m, superposed layout is used for coal seam with a thickness of 4.0-5.5 m, and upper staggered layout is used for coal seam with a thickness greater than 5.5 m.

[0035] FIG. 2(a) to FIG. 2(c) show a position diagram of a staggered roadway of the first-section transportation roadway 6 and the second-section return airway 7 in the present invention. When conditions of thicknesses and strength of the coal seam 2, the immediate roof 3, and the basis roof 4 permit, a position of the second-section return airway 7 can be determined based on a spacing between roadways, that is, it is ensured that a thickness of a coal seam between the roadways (a vertical distance between the first-section transportation roadway 6 and the second-section return airway 7) is greater than 2 m. Lower staggered layout is used for coal seam with a thickness of approximately 3.5-4.0 m, as shown in FIG. 2(c). Superposed layout is used for coal seam with a thickness of 4.0-5.5 m, as shown in FIG. 2(B). Upper staggered layout is used for coal seam with a thickness greater than 5.5 m, as shown in FIG. 2(a).

[0036] FIG. 1(c) shows characteristics of mining of the second section and transportation and filling of gangue in a goaf in the present invention. A process of a method for coal pillar filling between sections of a multi-section non-pillar staggered protected roadway for a DITC S is as follows: During longwall mining of a DITCS, after a first-section working face is mined, coal on a side obliquely below a second-section return airway 7 is mined out as a second-section working face is mined; hydraulic supports are successively withdrawn and placed onto a working face of a next section; fractured coal 14 of a first section on a side obliquely above the roadway is immediately destructed because the roadway becomes instable, so as to form crushed coal 17; and the crushed coal is transported to above a second-section goaf 16. In addition, caving gangue in a first-section goaf 12 also moves towards the second-section goaf 16 along the passage, and the caving gangue and the crushed coal 17 are together filled obliquely above the second-section goaf 16, so that an inclined upper part, middle part, and lower part of the second-section goaf 16 are all filled with a destroyed rock strata. In this way, unbalanced filling on a roof of the second-section goaf 16 is avoided, and unbalanced load on a support-surrounding rock system on the second-section working face 13 is reduced or eliminated, thereby resolving a core technical problem in longwall mining of a deep inclined coal seam.

[0037] Roadway layout and mining steps for working faces of a third section, a fourth section, . . . , an Nth section are the same as those for the working face of the second section. FIG. 1(c) shows a non-pillar staggered layout form of a third-section return airway 15 and a second-section transportation roadway 8 of the second section.

[0038] To ensure that gangue in an upper-section goaf can be effectively transported to a lower-section goaf in time, a flexible bolt-mesh-anchor support manner is used for all mining roadways. In addition, to prevent air leakage in a return airway of a lower section in non-pillar mining, measures for preventing air leakage should be taken in the roadway. Pre-drainage measures should be taken in advance in mines rich in water and gas, to ensure the safety of a working face when an upper section and the lower section are communicated with each other.

[0039] The foregoing shows and describes a basic principle, main features, specific methods and advantages of the present invention. A person skilled in the art that should understand that, the present invention is not limited by the foregoing embodiments. The foregoing embodiments and the description in this specification only illustrate the principle of the present invention. Various changes and improvements may be made to the present invention without departing from the spirit and scope of the present invention. Such changes and improvements all fall within the claimed protection scope of the present invention. The claimed protection scope of the present invention is defined by the appended claim and its equivalents.