CN106014477A - Stable filler filling method - Google Patents

Stable filler filling method Download PDF

Info

Publication number
CN106014477A
CN106014477A CN201610424787.3A CN201610424787A CN106014477A CN 106014477 A CN106014477 A CN 106014477A CN 201610424787 A CN201610424787 A CN 201610424787A CN 106014477 A CN106014477 A CN 106014477A
Authority
CN
China
Prior art keywords
filled
filling method
mineral building
filler filling
stable filler
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
CN201610424787.3A
Other languages
Chinese (zh)
Inventor
刘京之
孙华
齐新
王磊
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.)
Shandong Hualian Mining Co Ltd
Original Assignee
Shandong Hualian Mining Co Ltd
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 Shandong Hualian Mining Co Ltd filed Critical Shandong Hualian Mining Co Ltd
Priority to CN201610424787.3A priority Critical patent/CN106014477A/en
Publication of CN106014477A publication Critical patent/CN106014477A/en
Pending legal-status Critical Current

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Classifications

    • 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
    • E21CMINING OR QUARRYING
    • E21C41/00Methods of underground or surface mining; Layouts therefor
    • E21C41/16Methods of underground mining; Layouts therefor

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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)
  • Remote Sensing (AREA)
  • Bulkheads Adapted To Foundation Construction (AREA)

Abstract

The invention relates to a stable filler filling method, and belongs to the field of filling methods. The stable filler filling method includes the specific steps that 1, a 10 m medium-depth hole stope room is excavated; 2, the upper wall of the stope room is filled in three times; 3, the interior of the stope room is filled with the filling height not larger than 2 m. The strength of the upper layer of the stope room can be effectively guaranteed in two-step stope room exploitation, and the safety of personnel and equipment is guaranteed.

Description

Obturator stability fill method
Technical field
The present invention relates to a kind of obturator stability fill method, belong to fill method field.
Background technology
When mineral building substep is exploited, after exploitation completes a step mineral building, when exploiting two step mineral buildings, tail in mineral building can be caused Sand too high levels, causes obturator upper strata intensity relatively low, if mud layer drops in recovery process, and can be to the person and equipment belt Carry out potential safety hazard.
Summary of the invention
The present invention provides a kind of obturator stability fill method, when two step mineral buildings exploitation can be effectively ensured, and mineral building upper strata strong Degree, it is ensured that the person and the safety of equipment.
Obturator stability fill method of the present invention, method particularly includes:
(1) the medium-length hole mineral building of 10 meters is dug;
(2) wall on mineral building is filled in three times;
(3) being filled with mineral building inside, packed height is not more than two meters.
The present invention is compared with prior art had the beneficial effect that
Obturator stability fill method of the present invention, is layered obturator, can will contain mud layer with the obturator of layered Altitude control at reasonably height, also the person and equipment will not be damaged even if dropping.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention;
Detailed description of the invention
Below in conjunction with the accompanying drawings embodiments of the invention are described further:
As it is shown in figure 1, obturator stability fill method of the present invention, method particularly includes:
(1) the medium-length hole mineral building of 10 meters is dug;
(2) wall on mineral building is filled in three times;
(3) being filled with mineral building inside, packed height is not more than two meters.

Claims (1)

1. an obturator stability fill method, it is characterised in that method particularly includes:
(1) the medium-length hole mineral building of 10 meters is dug;
(2) wall on mineral building is filled in three times;
(3) being filled with mineral building inside, packed height is not more than two meters.
CN201610424787.3A 2016-06-15 2016-06-15 Stable filler filling method Pending CN106014477A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610424787.3A CN106014477A (en) 2016-06-15 2016-06-15 Stable filler filling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610424787.3A CN106014477A (en) 2016-06-15 2016-06-15 Stable filler filling method

Publications (1)

Publication Number Publication Date
CN106014477A true CN106014477A (en) 2016-10-12

Family

ID=57087812

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610424787.3A Pending CN106014477A (en) 2016-06-15 2016-06-15 Stable filler filling method

Country Status (1)

Country Link
CN (1) CN106014477A (en)

Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101858217A (en) * 2010-05-18 2010-10-13 中南大学 House pillar changeable panel upward demix filling mining method
CN102003185A (en) * 2010-11-05 2011-04-06 中蓝连海设计研究院 Sublevel stripe tail salt stoping dry-type filling-mining method
CN102168579A (en) * 2011-04-15 2011-08-31 中南大学 Rib-pillar-free continuous sublevel filling method for mining preparation in medium-thickness slope crushed ore body vein
CN102562068A (en) * 2012-02-07 2012-07-11 瓮福(集团)有限责任公司 Mine subsequent cemented and non-cemented filling mining method
CN102587916A (en) * 2012-02-01 2012-07-18 金建工程设计有限公司 Method for filling and mining after ore caving
RU2475647C2 (en) * 2011-05-20 2013-02-20 Юрий Абрамович Дик Mining method of thick steep ore bodies
CN104153781A (en) * 2014-08-08 2014-11-19 西北矿冶研究院 Inverted order induced fracturing caving mining method
CN204371341U (en) * 2014-10-28 2015-06-03 山东华联矿业股份有限公司 The novel two step mineral buildings of Pre-control roof Medium-long hole mining method
CN104847352A (en) * 2015-06-06 2015-08-19 山东黄金矿业(莱州)有限公司三山岛金矿 Chamber and overhand cut combined cut-and-filling stoping method in pre-roof-protecting stage
CN105240047A (en) * 2015-09-16 2016-01-13 鞍钢集团矿业公司 Filling reinforcement method for managing underground mined area of open-pit mine
AU2014344670A1 (en) * 2013-10-28 2016-04-07 China University Of Mining And Technology Solid cementation backfill roadway type mining method for ultra-thick seam

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101858217A (en) * 2010-05-18 2010-10-13 中南大学 House pillar changeable panel upward demix filling mining method
CN102003185A (en) * 2010-11-05 2011-04-06 中蓝连海设计研究院 Sublevel stripe tail salt stoping dry-type filling-mining method
CN102168579A (en) * 2011-04-15 2011-08-31 中南大学 Rib-pillar-free continuous sublevel filling method for mining preparation in medium-thickness slope crushed ore body vein
RU2475647C2 (en) * 2011-05-20 2013-02-20 Юрий Абрамович Дик Mining method of thick steep ore bodies
CN102587916A (en) * 2012-02-01 2012-07-18 金建工程设计有限公司 Method for filling and mining after ore caving
CN102562068A (en) * 2012-02-07 2012-07-11 瓮福(集团)有限责任公司 Mine subsequent cemented and non-cemented filling mining method
AU2014344670A1 (en) * 2013-10-28 2016-04-07 China University Of Mining And Technology Solid cementation backfill roadway type mining method for ultra-thick seam
CN104153781A (en) * 2014-08-08 2014-11-19 西北矿冶研究院 Inverted order induced fracturing caving mining method
CN204371341U (en) * 2014-10-28 2015-06-03 山东华联矿业股份有限公司 The novel two step mineral buildings of Pre-control roof Medium-long hole mining method
CN104847352A (en) * 2015-06-06 2015-08-19 山东黄金矿业(莱州)有限公司三山岛金矿 Chamber and overhand cut combined cut-and-filling stoping method in pre-roof-protecting stage
CN105240047A (en) * 2015-09-16 2016-01-13 鞍钢集团矿业公司 Filling reinforcement method for managing underground mined area of open-pit mine

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Application publication date: 20161012