CN108301870A - A kind of underground coal mine filling bag shaped structure and its application method - Google Patents
A kind of underground coal mine filling bag shaped structure and its application method Download PDFInfo
- Publication number
- CN108301870A CN108301870A CN201711326312.1A CN201711326312A CN108301870A CN 108301870 A CN108301870 A CN 108301870A CN 201711326312 A CN201711326312 A CN 201711326312A CN 108301870 A CN108301870 A CN 108301870A
- Authority
- CN
- China
- Prior art keywords
- girder truss
- shaped structure
- rectangle
- bag shaped
- coal mine
- 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.)
- Granted
Links
- 239000003245 coal Substances 0.000 title claims abstract description 20
- 238000000034 method Methods 0.000 title claims abstract description 15
- 239000000565 sealant Substances 0.000 claims abstract description 14
- 238000005538 encapsulation Methods 0.000 claims abstract description 11
- 239000000463 material Substances 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 238000010276 construction Methods 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000011017 operating method Methods 0.000 claims description 3
- 239000000945 filler Substances 0.000 claims description 2
- 238000009434 installation Methods 0.000 claims description 2
- 238000007711 solidification Methods 0.000 claims description 2
- 230000008023 solidification Effects 0.000 claims description 2
- 238000010586 diagram Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 5
- 238000004026 adhesive bonding Methods 0.000 description 2
- 239000002131 composite material Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005065 mining Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229920000965 Duroplast Polymers 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000003566 sealing material Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000005477 standard model Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F15/00—Methods or devices for placing filling-up materials in underground workings
- E21F15/02—Supporting means, e.g. shuttering, for filling-up materials
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F15/00—Methods or devices for placing filling-up materials in underground workings
- E21F15/005—Methods or devices for placing filling-up materials in underground workings characterised by the kind or composition of the backfilling material
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Foundations (AREA)
Abstract
A kind of underground coal mine filling bag shaped structure and its application method.Including girder truss wall, bag shaped structure surface encapsulation layer and bottom structure, girder truss wall is formed by girder truss is framework superimposed, girder truss frame is formed by connecting by the completely the same girder truss aggregate head and the tail in four sides, often row's girder truss aggregate is connected to form by multiple girder truss cell cubes are arranged in parallel, the bottom of girder truss cell cube is rectangle, top is surrounded by four triangles, four vertexs of a triangle overlap as a bit, and subpoint of this on the rectangle of bottom surface is two cornerwise intersection points of rectangle, and two vertex of triangular base overlap successively with four vertex of rectangle, rectangle only connects a diagonal line, the rectangle diagonal line connection of adjacent truss beam element body is opposite；Girder truss wall is fixedly connected between the inner surface sealant of bag shaped structure surface encapsulation layer and outer surface sealant, and on bottom structure.Present invention itself has intensity and model standardizes, and can speed up the work and reduce expense.
Description
Technical field
The present invention relates to the filling forming structure that a kind of filling mining or gob side entry retaining use, especially a kind of coal mine
Retrofilling bag shaped structure and its application method.
Background technology
In mineral industry, for carrying out gob side entry retaining with filler, the country uses movable steel form conduct at first
Construct thereafter as the raising of technology uses flexible filling bag instead as construct, and carries out gob side entry retaining by high-water material
Flexible filling bag is all made of in the ultrahigh water material goaf filling method of reference as filling construct.
Field engineering practice in using flexible filling bag carry out filling construct after, formation obturation can be with lane
The effect of road roof and floor pressure and expand deformation so that final filling effect is not satisfactory, and use flexible filling
Bag needs to formulate the size of filling bag, ununified standard model so that apply at scene according to the field condition of each coal mine
Work takes longer.
Invention content
In order to overcome the shortcomings of the prior art, a kind of underground coal mine filling bag shaped structure of present invention offer and its use
Method, the filling bag shaped structure itself has intensity and model standardizes, and expense can be speeded up the work and be reduced to application method
With.
The present invention solve its technical problem the technical solution adopted is that：
A kind of underground coal mine filling bag shaped structure, including girder truss wall, bag shaped structure surface encapsulation layer and bottom knot
Structure, the girder truss wall are formed by girder truss is framework superimposed, and the girder truss frame is by the completely the same purlin in four sides
Aggregate head and the tail of setting a roof beam in place are formed by connecting, and often arrange girder truss aggregate and are connected to form by multiple girder truss cell cubes are arranged in parallel, institute
The bottom for the girder truss cell cube stated is rectangle, and top surrounds by four triangles, and four vertexs of a triangle overlap as a bit,
And subpoint of this on the rectangle of bottom surface is two cornerwise intersection points of rectangle, and two vertex of triangular base and square
Four vertex of shape overlap successively, and rectangle only connects a diagonal line, and the rectangle diagonal line of adjacent truss beam element body connects phase
Instead；Girder truss wall is fixedly connected between the inner surface sealant of bag shaped structure surface encapsulation layer and outer surface sealant, together
When girder truss wall be mounted on bottom structure on.
A kind of application method of underground coal mine filling bag shaped structure, including following operating procedure：1) it is needing using filling
At the down well placement of bag shaped structure, ground is flattened, then steadily places bottom structure；2) the cooperation installation truss on bottom structure
Beam aggregate sets up a circle girder truss aggregate and forms girder truss frame, is superimposed multiple girder truss frames and eventually becomes one successively
Stifled girder truss wall；3) it when the height of girder truss wall reaches and contacted with roof, injects and fills at preset inlet
Filling chock material is completed after material solidification to be filled.
Compared with prior art, a kind of underground coal mine of the invention filling bag shaped structure and its application method, due to its filling
Bag shaped structure is formed by girder truss cell cube set, and specifically, girder truss cell cube constitutes girder truss aggregate, then by purlin
Aggregate of setting a roof beam in place forms girder truss frame, and final girder truss is framework superimposed at girder truss wall, and girder truss wall is arranged in bag
The filling bag shaped structure of the present invention is just constituted in shape body structure surface sealant and on bottom structure, injection thereto is filled
Filling chock material, the girder truss cell cube will produce outside expansionary force in the active force of top (i.e. internal) by obturation,
In girder truss wall under the anchor pole of horizontal drawing or the stretching action of anchor cable so that give internal one outside girder truss cell cube inwardly
Reaction force effect, power between the two cancels out each other, and the final filling forming structure can effectively control obturation
The dilatancy of the filling forming structure generated under compression force effect.As it can be seen that the present invention, which is itself, has intensity and type
Number standardized convenient filling forming structure so that for underground gob side entry retaining and the more universalness and height of filling mining technique
Using for effectization provides facility, and can reduce expense of colliery industry when with process above.
Description of the drawings
Present invention will be further explained below with reference to the attached drawings and examples.
Fig. 1 is the structural schematic diagram of girder truss cell cube in one embodiment of the invention.
Fig. 2 is the structural schematic diagram of girder truss aggregate in one embodiment of the invention.
Fig. 3 is the structural schematic diagram of girder truss wall and bag shaped structure surface encapsulation layer in one embodiment of the invention.
Fig. 4 is the structural schematic diagram of bottom structure in one embodiment of the invention.
Fig. 5 is the structural schematic diagram that one embodiment of the invention increases anchor pole or anchor cable structure.
In figure, 1, girder truss cell cube, 1-1, rectangle, 1-2, triangle, 2, girder truss aggregate, 3, girder truss wall,
4, bottom structure, 4-1, supporting leg, 4-2, side trench, 5, anchor pole or anchor cable, 6, filling bag shaped structure, 7, inner surface sealant, 8,
Outer surface sealant.
Specific implementation mode
In order to make the object, technical scheme and advantages of the embodiment of the invention clearer, below in conjunction with the embodiment of the present invention
In attached drawing, technical scheme in the embodiment of the invention is clearly and completely described, it is clear that described embodiment is
A part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, ordinary skill people
The every other embodiment that member is obtained without making creative work, belongs to protection scope of the present invention.
The present invention a kind of underground coal mine fill bag shaped structure, including girder truss wall 3, bag shaped structure surface encapsulation layer with
And bottom structure 4, the girder truss wall 3 are formed by girder truss is framework superimposed, the girder truss frame is complete by four sides
Complete consistent 2 head and the tail of girder truss aggregate are formed by connecting, and often arrange girder truss aggregate 2 by multiple 1 parallels of girder truss cell cube
Row are connected to form, and the bottom of the girder truss cell cube 1 is rectangle 1-1, and top is surrounded by four triangle 1-2, four three
The vertex of angular 1-2 overlaps as a bit, and subpoint of this on the rectangle 1-1 of bottom surface is two of rectangle 1-1 cornerwise
Intersection point, and two vertex of the bottoms triangle 1-2 overlap successively with four vertex of rectangle, rectangle 1-1 only connects one diagonally
The rectangle diagonal line connection of line, adjacent truss beam element body 1 is opposite；It is close that girder truss wall 3 is fixedly connected on bag shaped structure surface
Between the inner surface sealant 7 and outer surface sealant 8 of sealing, while girder truss wall 3 is mounted on bottom structure 4.This
The girder truss wall 3 and bag shaped structure surface encapsulation layer of sample invention are just gathered for an entirety, and compound template die is become
A kind of underground coal mine of plate fills bag shaped structure, and finished product directly sets up and applies in underground, convenient construction as standard component.
Fig. 1 to Fig. 5 shows the structural schematic diagram of a preferred embodiment of the invention.
Referring to Fig. 1, which is a rectangle 1-1, rectangle 1-1 long 548mm, wide 216mm, and truss element
The vertex of body is in center, and apart from rectangle 1-1 high 250mm, and top is surrounded by four triangle 1-2, four triangles
The vertex of 1-2 overlaps as a bit, and subpoint of this on the rectangle 1-1 of bottom surface is two cornerwise intersection points of rectangle 1-1,
And two vertex of the bottoms triangle 1-2 overlap successively with four vertex of rectangle 1-1, rectangle 1-1 only connects a diagonal line,
The rectangle diagonal line connection of the adjacent truss beam element body 1 of composition girder truss aggregate 2 is reversed；Truss element body can be
Steel construction, but not limited to this, it is also adapted to the material application with higher-strength.
Referring to Fig. 2,1 structure of girder truss cell cube girder truss aggregate 2 in a row, often arranges girder truss shown in figure 1 above
Aggregate 2 is connected to form by multiple girder truss cell cubes 1 are arranged in parallel, and welding may be used in the mode that is directly connected to often arranged, because
For present material selection steel, when selecting other to meet intensity and light composite material, between girder truss cell cube 1
Connection type is gluing.The structure is more prominent in order to which initial stage image is shown, spy enumerates to be combined by 6 girder truss cell cubes 1
Made of form, and in standard form later formed by the structure composite, i.e., final template is to arrange the structures by number to fold
Add, become a face wall, be convenient for underground transportation, underground further according to actual conditions by template splicing together, to
Achieve the purpose that finally to fill.
Referring to Fig. 3 and Fig. 4, based on the analysis of two above structure, set forms girder truss wall shown in final Fig. 3
3 effective structure figure, the girder truss wall 3 are formed by girder truss is framework superimposed, and the girder truss frame is by four sides
Completely the same 2 head and the tail of girder truss aggregate are formed by connecting, and girder truss wall 3 is fixedly connected on bag shaped structure surface encapsulation layer
Between inner surface sealant 7 and outer surface sealant 8 (as shown in Figure 3), girder truss wall 3 and bag shaped structure surface encapsulation layer
Connection type can be gluing or rivet clasp, but be not excluded for during actual production is used other can connection type, while girder truss
Wall 3 is mounted on bottom structure 4.In the engineering practice in later stage, and for the requirement of the sealing material of final products
It is waterproof, smooth and there is certain degree of hardness, such as duroplasts or glued board etc..
As shown in figure 4, bottom structure 4 is the fix stably structure of girder truss wall 3 in Fig. 3, the bottom structure 4 is
Standard component, specific implementation structure can be that lower part has supporting leg 4-1, is lower groove between supporting leg 4-1, top both sides are equipped with
Side trench 4-2, girder truss wall 3 are placed in the side trench 4-2 of bottom structure 4.Girder truss wall 3 is placed in bottom structure 4
In side trench 4-2, facility is provided for subsequent construction, changes complicated process of existing frame net hanging bag, and bottom structure 4 is as filling
Body bottom makes material not reveal.
A kind of application method of underground coal mine filling bag shaped structure, including following operating procedure：
1) data first, actually measured according to scene show whether 4 size of standard bottom structure given at present is suitable,
It is practical according to scene if the size of existing standard bottom structure 4 cannot meet actual conditions if suitable carry out subsequent handling
Situation changes the size of bottom structure 4 in due course；
2) at the down well placement needed using filling bag shaped structure that ground is smooth, then according to filling bag shaped structure
4 lower groove position of bottom structure, two corresponding excavation grooves of constructing out at smooth ground are finally steady by bottom structure 4
It is placed on the smooth ground for excavating groove；
3) girder truss wall 3 is set up after bottom structure is laid with certain length, i.e., at the side trench 4-2 of bottom structure 4
It is inserted into first part's girder truss aggregate 2 so that girder truss aggregate 2 is just inserted at side trench 4-2, then sets up one successively
Circle girder truss aggregate 2 makes it form girder truss frame, and superposition multilayer girder truss frame eventually becomes a stifled girder truss wall 3；
Referring to Fig. 5, the preferred design as the present embodiment is, can be horizontal in 6 inside of filling bag shaped structure
Draw several anchor poles or anchor cable 5.During filling 6 use of bag shaped structure, the data and coal mine measured according to initial stage are general
The calculation formula of anchor pole endurance, obtains the quantity of the anchor pole set up inside it or anchor cable 5, reaches and meet strength of filling mass
It is required that.On the one hand the effect for increasing anchor pole or anchor cable 5 can be obturation and fill active force between 6 the two of bag shaped structure and anti-
Active force provides active force so that on the other hand all utilizations for meeting the present invention can enhance the intensity of obturation itself, make
It obtains to come that when pressure is strong its pressure can be withstood in Seam Roof And Floor, without causing obturation compression to expand deformation.
The above is only presently preferred embodiments of the present invention, not does limitation in any form to the present invention, it is every according to
According to the technical spirit of the present invention, any simple modification and same variation are made to above example, each fall within the guarantor of the present invention
Within the scope of shield.
Claims (8)
1. a kind of underground coal mine fills bag shaped structure, it is characterized in that：Including girder truss wall (3), bag shaped structure surface encapsulation layer
And bottom structure (4), the girder truss wall (3) are formed by girder truss is framework superimposed, the girder truss frame be by
Completely the same girder truss aggregate (2) is formed by connecting from beginning to end on four sides, often arranges girder truss aggregate (2) by multiple truss beam elements
Body (1) is arranged in parallel to be connected to form, and the bottom of the girder truss cell cube (1) is rectangle (1-1), and top is by four triangles
(1-2) is surrounded, and the vertex of four triangles (1-2) overlaps as a bit, and subpoint of the point on bottom surface rectangle (1-1) is square
Two cornerwise intersection points of shape (1-1), and four vertex of two vertex of the bottom triangle (1-2) and rectangle (1-1) according to
Secondary coincidence, rectangle (1-1) only connect a diagonal line, and the rectangle diagonal line connection of adjacent truss beam element body (1) is opposite；Truss
Beam wall (3) is fixedly connected between the inner surface sealant (7) of bag shaped structure surface encapsulation layer and outer surface sealant (8),
Girder truss wall (3) is mounted on bottom structure (4) simultaneously.
2. a kind of underground coal mine according to claim 1 fills bag shaped structure, it is characterized in that：The bottom structure (4)
For standard component, its underpart has supporting leg (4-1), is lower groove between supporting leg (4-1), and top both sides are equipped with side trench (4-2), purlin
Wall (3) of setting a roof beam in place is placed in the side trench (4-2) of bottom structure (4).
3. a kind of underground coal mine according to claim 2 fills bag shaped structure, it is characterized in that：The bottom structure (4)
A length of 3000mm, width 1000mm, side trench (4-2) width in long side are 280mm, depth 350mm.
4. a kind of underground coal mine according to claim 3 fills bag shaped structure, it is characterized in that：The girder truss cell cube
(1) rectangle (1-1) a length of 548mm, the height of width 216mm, the vertex distance rectangle (1-1) of top triangular are 250mm.
5. a kind of underground coal mine according to any one of claims 1 to 4 fills bag shaped structure, it is characterized in that：The purlin
Cell cube of setting a roof beam in place (1) is steel construction.
6. a kind of underground coal mine according to any one of claims 1 to 4 fills bag shaped structure, it is characterized in that：It is described bag-shaped
Body structure surface sealant selects waterproof, smooth and with certain degree of hardness material to be made.
7. a kind of application method of filling bag shaped structure as described in claim 1, it is characterized in that：Including following operating procedure：
1) at the down well placement needed using filling bag shaped structure, ground is flattened, then places bottom structure (4)；
2) the cooperation installation girder truss aggregate (2) on bottom structure (4) sets up a circle girder truss aggregate (2) and forms successively
Girder truss frame is superimposed multiple girder truss frames and eventually becomes a stifled girder truss wall (3)；
3) when the height of girder truss wall (3) reaches and contacted with roof, filler is injected at preset inlet,
It is completed after material solidification to be filled.
8. the application method of underground coal mine filling bag shaped structure according to claim 7, it is characterized in that：In the filling
Internal horizontal several anchor poles of drawing of bag shaped structure (6) or anchor cable (5).
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711326312.1A CN108301870B (en) | 2017-12-13 | 2017-12-13 | A kind of underground coal mine filling bag shaped structure and its application method |
| RU2018144939A RU2704408C1 (en) | 2017-12-13 | 2018-06-12 | Underground bag-like filling structure for coal mine and method of its use |
| AU2018278957A AU2018278957B8 (en) | 2017-12-13 | 2018-06-12 | Coal mine underground bag-shaped filling structure and method of using same |
| PCT/CN2018/090750 WO2019114224A1 (en) | 2017-12-13 | 2018-06-12 | Bag-shaped filling structure for underground coal mine and use method therefor |
| ZA2018/08355A ZA201808355B (en) | 2017-12-13 | 2018-12-11 | Coal mine underground bag-shaped filling structure and method of using same |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711326312.1A CN108301870B (en) | 2017-12-13 | 2017-12-13 | A kind of underground coal mine filling bag shaped structure and its application method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108301870A true CN108301870A (en) | 2018-07-20 |
| CN108301870B CN108301870B (en) | 2019-06-11 |
Family
ID=62869954
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711326312.1A Active CN108301870B (en) | 2017-12-13 | 2017-12-13 | A kind of underground coal mine filling bag shaped structure and its application method |
Country Status (5)
| Country | Link |
|---|---|
| CN (1) | CN108301870B (en) |
| AU (1) | AU2018278957B8 (en) |
| RU (1) | RU2704408C1 (en) |
| WO (1) | WO2019114224A1 (en) |
| ZA (1) | ZA201808355B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110332008A (en) * | 2019-07-31 | 2019-10-15 | 邢萌 | Based on graphite-filled underground caving place structure and its fill method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101705838A (en) * | 2009-11-05 | 2010-05-12 | 冀中能源邯郸矿业集团有限公司 | Separate type filling method of goaf |
| CN101975085A (en) * | 2010-09-09 | 2011-02-16 | 中国矿业大学 | Gob-side entry retaining reinforcing filling body structure and construction method thereof |
| CN102575465A (en) * | 2009-07-23 | 2012-07-11 | 生物群系有限公司 | A structural module for construction of buildings |
| CN202914107U (en) * | 2012-11-15 | 2013-05-01 | 华北科技学院 | Roadway support truss |
| WO2017024334A1 (en) * | 2015-08-12 | 2017-02-16 | Evolution Resource Group Pty Ltd | A method and an apparatus for creating a void, low-density fill or combination of void and low-density fill for underground mining comprising at least one module of formwork to be positioned in an open stope of an underground mine prior to carrying out a backfilling operation. |
| CN107013229A (en) * | 2017-05-26 | 2017-08-04 | 新疆大学 | Folding telescopic gob side entry retaining roadside packing Flexible formwork assembly and its construction method |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SU1804567A3 (en) * | 1991-04-10 | 1993-03-23 | Apдaшeb Kohctahtиh Apkaдьebич | Movable filling stopping |
| RU2160366C1 (en) * | 1999-06-03 | 2000-12-10 | Сибирский государственный индустриальный университет | Method of erection of artificial pillar |
| US8444108B2 (en) * | 2008-05-12 | 2013-05-21 | Kennedy Metal Products & Buildings, Inc. | Mine seal with electrically non-conductive ties |
| CN103089298B (en) * | 2013-01-23 | 2014-11-19 | 中国矿业大学 | Structure and method for building side direction multicolumn gob-side entry retaining filling wall body |
| CN103603688B (en) * | 2013-09-25 | 2015-07-15 | 安徽理工大学 | Gob-side entry three-dimensional reinforcement filled wall structure and filling method thereof |
| CN105937407B (en) * | 2016-06-22 | 2017-11-10 | 西安科技大学 | A kind of construction method of gob-side entry retaining concrete filling wall annular air-pocket |
-
2017
- 2017-12-13 CN CN201711326312.1A patent/CN108301870B/en active Active
-
2018
- 2018-06-12 WO PCT/CN2018/090750 patent/WO2019114224A1/en active Application Filing
- 2018-06-12 RU RU2018144939A patent/RU2704408C1/en active
- 2018-06-12 AU AU2018278957A patent/AU2018278957B8/en not_active Ceased
- 2018-12-11 ZA ZA2018/08355A patent/ZA201808355B/en unknown
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102575465A (en) * | 2009-07-23 | 2012-07-11 | 生物群系有限公司 | A structural module for construction of buildings |
| CN101705838A (en) * | 2009-11-05 | 2010-05-12 | 冀中能源邯郸矿业集团有限公司 | Separate type filling method of goaf |
| CN101975085A (en) * | 2010-09-09 | 2011-02-16 | 中国矿业大学 | Gob-side entry retaining reinforcing filling body structure and construction method thereof |
| CN202914107U (en) * | 2012-11-15 | 2013-05-01 | 华北科技学院 | Roadway support truss |
| WO2017024334A1 (en) * | 2015-08-12 | 2017-02-16 | Evolution Resource Group Pty Ltd | A method and an apparatus for creating a void, low-density fill or combination of void and low-density fill for underground mining comprising at least one module of formwork to be positioned in an open stope of an underground mine prior to carrying out a backfilling operation. |
| CN107013229A (en) * | 2017-05-26 | 2017-08-04 | 新疆大学 | Folding telescopic gob side entry retaining roadside packing Flexible formwork assembly and its construction method |
Non-Patent Citations (1)
| Title |
|---|
| 刘清利: "综放工作面沿空留巷无煤柱开采技术", 《煤炭科学技术》 * |
Also Published As
| Publication number | Publication date |
|---|---|
| AU2018278957B8 (en) | 2019-09-19 |
| AU2018278957B2 (en) | 2019-08-29 |
| AU2018278957A1 (en) | 2019-06-27 |
| CN108301870B (en) | 2019-06-11 |
| ZA201808355B (en) | 2020-02-26 |
| WO2019114224A1 (en) | 2019-06-20 |
| RU2704408C1 (en) | 2019-10-28 |
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