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US20250146414A1 - Self-stabilizing integrally-molded pillar filling structure for underground mines - Google Patents

Self-stabilizing integrally-molded pillar filling structure for underground mines Download PDF

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Publication number
US20250146414A1
US20250146414A1 US18/807,561 US202418807561A US2025146414A1 US 20250146414 A1 US20250146414 A1 US 20250146414A1 US 202418807561 A US202418807561 A US 202418807561A US 2025146414 A1 US2025146414 A1 US 2025146414A1
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US
United States
Prior art keywords
airbag
layer strips
integrally
stabilizing
self
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
US18/807,561
Inventor
Shuai Yan
Jianbiao BAI
Yonghong Guo
Xiangyu WANG
Ying Xu
Bo Zhang
Honglin Liu
Yang Yu
Meng Wang
Zizheng Zhang
Weiguang Zhang
Wenda WU
Rui Wang
Zizhao FU
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guoneng Mengxi Coal Chemical Co Ltd
China University of Mining and Technology Beijing CUMTB
Xinjiang Institute of Engineering
Original Assignee
Guoneng Mengxi Coal Chemical Co Ltd
China University of Mining and Technology Beijing CUMTB
Xinjiang Institute of Engineering
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guoneng Mengxi Coal Chemical Co Ltd, China University of Mining and Technology Beijing CUMTB, Xinjiang Institute of Engineering filed Critical Guoneng Mengxi Coal Chemical Co Ltd
Assigned to XINJIANG INSTITUTE OF ENGINEERING, Guoneng Mengxi Coal Chemical Co., LTD, CHINA UNIVERSITY OF MINING AND TECHNOLOGY reassignment XINJIANG INSTITUTE OF ENGINEERING ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: Bai, Jianbiao, FU, ZIZHAO, GUO, YONGHONG, LIU, HONGLIN, WANG, MENG, WANG, RUI, WANG, XIANGYU, WU, Wenda, XU, YING, YAN, Shuai, YU, YANG, ZHANG, BO, ZHANG, Weiguang, ZHANG, ZIZHENG
Publication of US20250146414A1 publication Critical patent/US20250146414A1/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F15/00Methods or devices for placing filling-up materials in underground workings
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D15/00Props; Chocks, e.g. made of flexible containers filled with backfilling material
    • E21D15/48Chocks or the like
    • E21D15/486Chocks or the like with essential hydraulic or pneumatic details
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D15/00Props; Chocks, e.g. made of flexible containers filled with backfilling material
    • E21D15/48Chocks or the like
    • E21D15/483Chocks or the like made of flexible containers, e.g. inflatable, with or without reinforcement, e.g. filled with water, backfilling material or the like
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F15/00Methods or devices for placing filling-up materials in underground workings
    • E21F15/005Methods or devices for placing filling-up materials in underground workings characterised by the kind or composition of the backfilling material

Definitions

  • the disclosure relates to the field of supporting structures, and in particular to a self-stabilizing integrally-molded pillar filling structure for underground mines.
  • the roof of the withdrawal roadway will be unstable, the mine pressure will be strong, and the moving amount of surrounding rock of roadway will increase.
  • the rotary subsidence of the roof of the goaf side will cause great stress concentration on the roadway-side supporting body, and the deformation and bearing instability of the roadway-side filling body occur.
  • the roadway-side filling body is prone to produce eccentric load under the roof stress, resulting in shear failure. This leads to inadequate load-bearing capacity of the roadway-side filling body, which further accelerates its instability and failure. Therefore, maintaining the load-bearing capacity of the roadway-side filling body and the stable support of the filling body at the end of mining and during the gob-side entry retaining, it is the key to maintain the stability of underground mine road way.
  • the filling body is mainly grouted by encircling the filling body with steel hoops.
  • the filling body due to the poor flatness of the roadway floor, there will always be a certain inclination angle, and the flow of the filling slurry, the fluctuation of the filling rate and the gravity of the slurry itself, which will lead to the lateral displacement of the filling bag during the grouting process, thus leading to the inability of the filling body to form according to the preset state.
  • the filling body made of ordinary grouting filling bags often produces eccentric load after compression, resulting in shear failure of the filling body, which reduces the bearing strength of the filling body and ultimately affects the stability of the supporting roadway.
  • the objective of the disclosure is to provide a self-stabilizing integrally-molded pillar filling structure for underground mines, so as to solve the problems existing in the prior art and realize the function of improving the bearing capacity of the filling body and stably supporting the roadway.
  • the disclosure provides a self-stabilizing integrally-molded pillar filling structure for underground mines, including:
  • the telescopic bearing piece includes multiple inner layer strips and multiple outer layer strips, and the inner layer strips and the outer layer strips are hinged in pairs to form a telescopic rhombic net structure.
  • each of the inner layer strips and the outer layer strips is integrally molded by pressing carbon fiber and graphite fiber at a ratio of 2:1.
  • a width of each of the inner layer strips and the outer layer strips is 50 mm.
  • inner layer strips and the outer layer strips are hinged by hot-dip galvanized steel pipes.
  • a bottom of the airbag is provided with a sliding rail, and lowermost ones of the inner layer strips and/or outer layer strips are slidably connected with the sliding rail.
  • the disclosure discloses the following technical effects.
  • the inner surface of the airbag is provided with the telescopic bearing piece which is capable of expanding and contracting with the volume change of the inner cavity of the airbag.
  • the telescopic bearing piece expands as the airbag expands. After grouting and filling the inside of the airbag, the telescopic bearing piece is shaped and is capable of greatly improving the structural strength of the airbag depending on its structure and material, thus enhancing the bearing capacity and stably supporting the roadway.
  • FIG. 1 is a schematic diagram of an overall structure of the present disclosure
  • FIG. 2 is a schematic diagram of an internal structure of an airbag
  • FIG. 3 is a schematic structural diagram of a telescopic bearing piece after expanding
  • FIG. 4 is a schematic structural diagram of the telescopic bearing piece after contracting.
  • the present disclosure provides a self-stabilizing integrally-molded pillar filling structure for underground mines, which includes an airbag 1 , a telescopic bearing piece, and steel hoops 4 .
  • the airbag 1 is provided with a feed filling port 2 and a gas inflation port 3 .
  • the telescopic bearing piece is fixedly provided on an inner surface of the airbag 1 and the telescopic bearing piece is capable of expanding and contracting with volume change of an inner cavity of the airbag 1 .
  • the steel hoops 4 are fixedly provided on an outer surface of the airbag 1 .
  • the telescopic bearing piece includes inner layer strips 5 and outer layer strips 6 .
  • the inner layer strip 5 and the outer layer strip 6 are each integrally molded by pressing carbon fiber and graphite fiber at the ratio of 2:1.
  • the width of each of the inner layer strips 5 and the outer layer strips 6 is 50 mm.
  • the inner layer strips 5 and the outer layer strips 6 are hinged by hot-dip galvanized steel pipes 7 .
  • a bottom of the airbag 1 is provided with a sliding rail 8 , and lowermost ones of the inner layer strips 5 and/or outer layer strips 6 are slidably connected with the sliding rail 8 .
  • the construction process is as follows.
  • the airbag with telescopic bearing piece is placed in the roadway area that needs to be supported, and is inflated through the gas inflation port 3 , so that the airbag expands and the telescopic bearing piece expands accordingly.
  • the gas inflation port 3 is closed, at this time, the shape of the airbag may be temporarily maintained by the telescopic bearing piece, and the feed filling port 2 is opened to grout and fill the inside of the airbag.
  • the telescopic bearing piece ensures that the airbag will not be displaced in the transverse direction, and the telescopic bearing piece on the inner surface and the airbag are shaped after the airbag is filled, thereby greatly improving the structural strength of the filling bag, as well as enhancing the bearing capacity and stably supporting the roadway.
  • the disclosure discloses the self-stabilizing integrally-molded pillar filling structure for underground mines.
  • the telescopic bearing piece capable of expanding and contracting with the volume change of the inner cavity of an airbag 1 , is arranged on the inner surface of the airbag.
  • the telescopic bearing expands as the airbag expands.
  • the telescopic bearing piece is shaped and is capable of greatly improving the structural strength of the airbag depending on its structure and material, thus improving the bearing capacity and stably supporting the roadway.

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Mechanical Engineering (AREA)
  • Structural Engineering (AREA)
  • Body Structure For Vehicles (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)

Abstract

A self-stabilizing integrally-molded pillar filling structure for underground mines is provided, belonging to the field of supporting structures, which includes an airbag, and the airbag is provided with a feed filling port and a gas inflation port; a telescopic bearing piece, and the telescopic bearing piece is fixedly provided on an inner surface of the airbag and is capable of expanding and contracting with volume change of an inner cavity of the airbag; and steel hoops, and the steel hoops are fixedly provided on an outer surface of the airbag.

Description

    CROSS-REFERENCE TO RELATED APPLICATIONS
  • This application claims priority to Chinese Patent Application No. 202311446834.0, filed on Nov. 2, 2023, the contents of which are hereby incorporated by reference.
  • TECHNICAL FIELD
  • The disclosure relates to the field of supporting structures, and in particular to a self-stabilizing integrally-molded pillar filling structure for underground mines.
  • BACKGROUND
  • At the end of mining at underground mine working face, the roof of the withdrawal roadway will be unstable, the mine pressure will be strong, and the moving amount of surrounding rock of roadway will increase. During the gob-side entry retaining, the rotary subsidence of the roof of the goaf side will cause great stress concentration on the roadway-side supporting body, and the deformation and bearing instability of the roadway-side filling body occur. Especially, during the current gob-side entry retaining and working face withdrawal, the roadway-side filling body is prone to produce eccentric load under the roof stress, resulting in shear failure. This leads to inadequate load-bearing capacity of the roadway-side filling body, which further accelerates its instability and failure. Therefore, maintaining the load-bearing capacity of the roadway-side filling body and the stable support of the filling body at the end of mining and during the gob-side entry retaining, it is the key to maintain the stability of underground mine road way.
  • At present, for the support of the filling body during the withdrawal roadway and the gob-side entry retaining, the filling body is mainly grouted by encircling the filling body with steel hoops. However, due to the poor flatness of the roadway floor, there will always be a certain inclination angle, and the flow of the filling slurry, the fluctuation of the filling rate and the gravity of the slurry itself, which will lead to the lateral displacement of the filling bag during the grouting process, thus leading to the inability of the filling body to form according to the preset state. Moreover, the filling body made of ordinary grouting filling bags often produces eccentric load after compression, resulting in shear failure of the filling body, which reduces the bearing strength of the filling body and ultimately affects the stability of the supporting roadway.
  • In view of this, how to provide a filling structure with sufficient bearing capacity to stably support the roadway is a technical problem that urgently needs to be solved by those skilled in the art.
  • SUMMARY
  • The objective of the disclosure is to provide a self-stabilizing integrally-molded pillar filling structure for underground mines, so as to solve the problems existing in the prior art and realize the function of improving the bearing capacity of the filling body and stably supporting the roadway.
  • In order to achieve the above objective, the disclosure provides the following technical solution. The disclosure provides a self-stabilizing integrally-molded pillar filling structure for underground mines, including:
      • an airbag, and the airbag is provided with a feed filling port and a gas inflation port;
      • a telescopic bearing piece, and the telescopic bearing piece is fixedly provided on an inner surface of the airbag and is capable of expanding and contracting with volume change of an inner cavity of the airbag; and
      • steel hoops, and the steel hoops are fixedly provided on an outer surface of the airbag.
  • Further, the telescopic bearing piece includes multiple inner layer strips and multiple outer layer strips, and the inner layer strips and the outer layer strips are hinged in pairs to form a telescopic rhombic net structure.
  • Further, each of the inner layer strips and the outer layer strips is integrally molded by pressing carbon fiber and graphite fiber at a ratio of 2:1.
  • Further, a width of each of the inner layer strips and the outer layer strips is 50 mm.
  • Further, the inner layer strips and the outer layer strips are hinged by hot-dip galvanized steel pipes.
  • Further, a bottom of the airbag is provided with a sliding rail, and lowermost ones of the inner layer strips and/or outer layer strips are slidably connected with the sliding rail.
  • The disclosure discloses the following technical effects.
  • The inner surface of the airbag is provided with the telescopic bearing piece which is capable of expanding and contracting with the volume change of the inner cavity of the airbag. The telescopic bearing piece expands as the airbag expands. After grouting and filling the inside of the airbag, the telescopic bearing piece is shaped and is capable of greatly improving the structural strength of the airbag depending on its structure and material, thus enhancing the bearing capacity and stably supporting the roadway.
  • BRIEF DESCRIPTION OF THE DRAWINGS
  • In order to explain the embodiments of the present disclosure or the technical solution in the prior art more clearly, the drawings needed in the embodiments will be briefly introduced below. Apparently, the drawings described below are only some embodiments of the present disclosure, and other drawings can be obtained according to these drawings without creative effort for those skilled in the art.
  • FIG. 1 is a schematic diagram of an overall structure of the present disclosure,
  • FIG. 2 is a schematic diagram of an internal structure of an airbag,
  • FIG. 3 is a schematic structural diagram of a telescopic bearing piece after expanding, and
  • FIG. 4 is a schematic structural diagram of the telescopic bearing piece after contracting.
  • DETAILED DESCRIPTION OF THE EMBODIMENTS
  • In the following, the technical solution in the embodiment of the disclosure will be clearly and completely described with reference to the attached drawings. Apparently, the described embodiments are only a part of the embodiment of the disclosure, but not all the embodiments. Based on the embodiments in the present disclosure, all other embodiments obtained by those skilled in the art without creative effort belong to the scope of protection of the present disclosure.
  • In order to make the above objects, features and advantages of the present disclosure more apparent and understandable, the present disclosure will be further described in detail with the attached drawings and specific embodiments.
  • Referring to FIGS. 1 to 4 , the present disclosure provides a self-stabilizing integrally-molded pillar filling structure for underground mines, which includes an airbag 1, a telescopic bearing piece, and steel hoops 4. The airbag 1 is provided with a feed filling port 2 and a gas inflation port 3. The telescopic bearing piece is fixedly provided on an inner surface of the airbag 1 and the telescopic bearing piece is capable of expanding and contracting with volume change of an inner cavity of the airbag 1. And the steel hoops 4 are fixedly provided on an outer surface of the airbag 1.
  • In the embodiment, the telescopic bearing piece includes inner layer strips 5 and outer layer strips 6. There are several inner layer strips 5 and the outer layer strips 6, and the inner layer strips 5 and the outer layer strips 6 are hinged in pairs to form a telescopic rhombic net structure.
  • In the embodiment, the inner layer strip 5 and the outer layer strip 6 are each integrally molded by pressing carbon fiber and graphite fiber at the ratio of 2:1.
  • In the embodiment, the width of each of the inner layer strips 5 and the outer layer strips 6 is 50 mm.
  • In the embodiment, the inner layer strips 5 and the outer layer strips 6 are hinged by hot-dip galvanized steel pipes 7.
  • In the embodiment, a bottom of the airbag 1 is provided with a sliding rail 8, and lowermost ones of the inner layer strips 5 and/or outer layer strips 6 are slidably connected with the sliding rail 8.
  • The construction process is as follows.
  • The airbag with telescopic bearing piece is placed in the roadway area that needs to be supported, and is inflated through the gas inflation port 3, so that the airbag expands and the telescopic bearing piece expands accordingly. When the inflation of the airbag is completed, the gas inflation port 3 is closed, at this time, the shape of the airbag may be temporarily maintained by the telescopic bearing piece, and the feed filling port 2 is opened to grout and fill the inside of the airbag. During the process, the telescopic bearing piece ensures that the airbag will not be displaced in the transverse direction, and the telescopic bearing piece on the inner surface and the airbag are shaped after the airbag is filled, thereby greatly improving the structural strength of the filling bag, as well as enhancing the bearing capacity and stably supporting the roadway.
  • The disclosure discloses the self-stabilizing integrally-molded pillar filling structure for underground mines. The telescopic bearing piece, capable of expanding and contracting with the volume change of the inner cavity of an airbag 1, is arranged on the inner surface of the airbag. The telescopic bearing expands as the airbag expands. After grouting and filling the inside of the airbag, the telescopic bearing piece is shaped and is capable of greatly improving the structural strength of the airbag depending on its structure and material, thus improving the bearing capacity and stably supporting the roadway.
  • In the description of the present disclosure, it should be understood that the orientation or positional relationships indicated by the terms “longitudinal”, “transverse”, “upper”, “lower”, “front”, “rear”, “left”, “right”, “vertical”, “horizontal”, “top”, “bottom”, “inner”, “outer” are based on the orientation or positional relationship shown in the drawings are only for the convenience of describing the disclosure, rather than indicating or implying that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation to the disclosure.
  • The above-mentioned embodiments only describe the preferred mode of the disclosure, and do not limit the scope of the disclosure. Under the premise of not departing from the design spirit of the disclosure, various modifications and improvements made by those skilled in the art to the technical solution of the disclosure shall fall within the protection scope determined by the claims of the disclosure.

Claims (6)

What is claimed is:
1. A self-stabilizing integrally-molded pillar filling structure for underground mines, comprising:
an airbag, wherein the airbag is provided with a feed filling port and a gas inflation port;
a telescopic bearing piece, wherein the telescopic bearing piece is fixedly provided on an inner surface of the airbag and is capable of expanding and contracting with volume change of an inner cavity of the airbag; and
steel hoops, wherein the steel hoops are fixedly provided on an outer surface of the airbag.
2. The self-stabilizing integrally-molded pillar filling structure for the underground mines according to claim 1, wherein the telescopic bearing piece comprises a plurality of inner layer strips and a plurality of outer layer strips, and the inner layer strips and the outer layer strips are hinged in pairs to form a telescopic rhombic net structure.
3. The self-stabilizing integrally-molded pillar filling structure for the underground mines according to claim 2, wherein each of the inner layer strips and the outer layer strips is integrally molded by pressing carbon fiber and graphite fiber at a ratio of 2:1.
4. The self-stabilizing integrally-molded pillar filling structure for the underground mines according to claim 3, wherein a width of each of the inner layer strips and the outer layer strips is 50 mm.
5. The self-stabilizing integrally-molded pillar filling structure for the underground mines according to claim 2, wherein the inner layer strips and the outer layer strips are hinged by hot-dip galvanized steel pipes.
6. The self-stabilizing integrally-molded pillar filling structure for the underground mines according to claim 2, wherein a bottom of the airbag is provided with a sliding rail, and lowermost ones of the inner layer strips and/or outer layer strips are slidably connected with the sliding rail.
US18/807,561 2023-11-02 2024-08-16 Self-stabilizing integrally-molded pillar filling structure for underground mines Pending US20250146414A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
CN202311446834.0A CN117307244B (en) 2023-11-02 2023-11-02 A self-stabilizing one-piece column filling structure for underground mines
CN202311446834.0 2023-11-02

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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5308196A (en) * 1993-03-23 1994-05-03 The Coastal Corporation Yieldable confined core mine roof support
US20070231085A1 (en) * 2006-03-28 2007-10-04 Nils Mittet Skarbovig Grout pack restraining system
US20120009023A1 (en) * 2010-07-09 2012-01-12 Bower Joseph P Pumpable crib bag assembly and method of installation

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CN102852552A (en) * 2012-09-17 2013-01-02 扬州中矿建筑新材料科技有限公司 High-water material filling column and construction method thereof
CN108049890A (en) * 2018-01-31 2018-05-18 辽宁工程技术大学 A kind of suspension device and method for protecting support to empty lane
CN108223006B (en) * 2018-03-16 2024-06-28 北京瑞诺安科新能源技术有限公司 Filling bag body, supporting filling column and construction method
CN108979541B (en) * 2018-07-23 2024-12-03 西安科技大学 Coal seam extraction drilling hole collapse prevention device and method
CN208763599U (en) * 2018-09-14 2019-04-19 杨帆 A kind of petroleum drilling and mining expansion tube being easily installed
CN112696232B (en) * 2020-12-29 2022-03-11 中国矿业大学 Gob-side entry retaining reinforced filling body structure and filling method thereof
CN218991648U (en) * 2022-12-30 2023-05-09 中煤科工开采研究院有限公司 Deep roadway anchoring and filling supporting structure

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5308196A (en) * 1993-03-23 1994-05-03 The Coastal Corporation Yieldable confined core mine roof support
US5308196B1 (en) * 1993-03-23 1999-06-22 Coastal Corp Yieldable confined core mine roof support
US20070231085A1 (en) * 2006-03-28 2007-10-04 Nils Mittet Skarbovig Grout pack restraining system
US20120009023A1 (en) * 2010-07-09 2012-01-12 Bower Joseph P Pumpable crib bag assembly and method of installation

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