CN106837418A - A kind of trapezoidal fire dam of mine anti-explosion and its construction method - Google Patents
A kind of trapezoidal fire dam of mine anti-explosion and its construction method Download PDFInfo
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- CN106837418A CN106837418A CN201611235679.8A CN201611235679A CN106837418A CN 106837418 A CN106837418 A CN 106837418A CN 201611235679 A CN201611235679 A CN 201611235679A CN 106837418 A CN106837418 A CN 106837418A
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- 238000004880 explosion Methods 0.000 title claims abstract description 24
- 238000010276 construction Methods 0.000 title claims abstract description 17
- 238000012856 packing Methods 0.000 claims abstract description 49
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 48
- 239000004744 fabric Substances 0.000 claims abstract description 47
- 239000000463 material Substances 0.000 claims abstract description 39
- 229910052742 iron Inorganic materials 0.000 claims abstract description 24
- 229910052751 metal Inorganic materials 0.000 claims abstract description 20
- 239000002184 metal Substances 0.000 claims abstract description 20
- 239000011435 rock Substances 0.000 claims abstract description 9
- 238000004079 fireproofing Methods 0.000 claims abstract description 7
- 230000015572 biosynthetic process Effects 0.000 claims abstract 2
- 239000002002 slurry Substances 0.000 claims description 18
- 238000000034 method Methods 0.000 claims description 8
- 239000002994 raw material Substances 0.000 claims description 8
- 238000002347 injection Methods 0.000 claims description 7
- 239000007924 injection Substances 0.000 claims description 7
- 239000007788 liquid Substances 0.000 claims description 7
- 239000004568 cement Substances 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 6
- 150000001875 compounds Chemical class 0.000 claims description 5
- 238000002156 mixing Methods 0.000 claims description 4
- -1 obturation Substances 0.000 claims description 4
- 238000007569 slipcasting Methods 0.000 claims description 4
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 3
- QAOWNCQODCNURD-UHFFFAOYSA-L Sulfate Chemical compound [O-]S([O-])(=O)=O QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 claims description 3
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 3
- 239000004411 aluminium Substances 0.000 claims description 3
- 229910052782 aluminium Inorganic materials 0.000 claims description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- 239000002270 dispersing agent Substances 0.000 claims description 3
- 239000010440 gypsum Substances 0.000 claims description 3
- 229910052602 gypsum Inorganic materials 0.000 claims description 3
- 239000004571 lime Substances 0.000 claims description 3
- 238000007789 sealing Methods 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 229910021653 sulphate ion Inorganic materials 0.000 claims description 3
- 239000003245 coal Substances 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000011449 brick Substances 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 230000007812 deficiency Effects 0.000 description 4
- 239000007789 gas Substances 0.000 description 4
- 239000012634 fragment Substances 0.000 description 3
- 238000005065 mining Methods 0.000 description 3
- 239000000701 coagulant Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000003756 stirring Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical group N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 1
- UGFAIRIUMAVXCW-UHFFFAOYSA-N Carbon monoxide Chemical compound [O+]#[C-] UGFAIRIUMAVXCW-UHFFFAOYSA-N 0.000 description 1
- 241000826860 Trapezium Species 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000002817 coal dust Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 239000003546 flue gas Substances 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- PCHJSUWPFVWCPO-UHFFFAOYSA-N gold Chemical compound [Au] PCHJSUWPFVWCPO-UHFFFAOYSA-N 0.000 description 1
- 239000010931 gold Substances 0.000 description 1
- 229910052737 gold Inorganic materials 0.000 description 1
- 239000011261 inert gas Substances 0.000 description 1
- 239000011499 joint compound Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 230000000505 pernicious effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 210000002966 serum Anatomy 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000004575 stone Substances 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
- E21F17/00—Methods or devices for use in mines or tunnels, not covered elsewhere
- E21F17/103—Dams, e.g. for ventilation
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
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)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
- Building Environments (AREA)
Abstract
The present invention relates to a kind of trapezoidal fire dam of mine anti-explosion and its construction method, it is adaptable to which tunnel occurs to have little time to construct the situation or gas emission of conventional containment wall than larger mine during the heat power disasters such as blast, fire.Top is respectively back and base plate with bottom, and both sides are wall；Metal anchors Netcom crosses expansion bolt and is arranged on country rock, and iron wire interconnection is crossed by two panels metal anchors Netcom；Metal anchors net inner side sets packing cloth, is connected by iron wire between metal anchors net and packing cloth；By injected hole to obturation material is injected in its packing cloth and the cavity of country rock formation, closed wall is formed after filling；Injected hole is connected by Grouting Pipe with device for filling；The reserved fireproofing extinguishing materials intrusion pipe through wall in closed wall middle part, the drainpipe through wall is reserved in bottom.
Description
Technical field
The present invention relates to a kind of trapezoidal fire dam of mine anti-explosion and its construction method, it is adaptable to which tunnel occurs blast, fire
Have little time to construct the situation or gas emission of conventional containment wall than larger mine during etc. heat power disaster.
Background technology
Coal has played particularly important work as one of the main energy sources of the world today in human being's production and life
With.However, coal faces the threat of various natural calamities in exploitation, accumulating and application process, the peace of coal has been had a strong impact on
Full production and utilization.Mine fire is one of major casualty form therein, can burn substantial amounts of coal resources and equipment, is produced
A large amount of high-temperature flue gas and pernicious gas, jeopardize the life security of underground work personnel, and severe patient can also trigger gas, coal dust quick-fried
It is fried, cause bigger disaster.There is concrete on fire in colliery, when such as can not directly put out a fire, it is necessary to which flame range is closed.
Fire dam traditional at present is constructed using materials such as loess, brick, cement and formed mostly, constructs 1m3Such fire dam
Need 400 pieces of bricks, 0.3m3Cement, due to fire dam be by the material such as fragment of brick and cement, sand linking form, thus intensity compared with
Difference, easily leaks out, and labor strength is high, quantities is big, the construction time is long, inefficiency, directly affects colliery catastrophe
Rescue efficiency.In recent years, some researchers have angularly carried out research from construction material, construction method, fire dam adjunct,
Mainly include air bag/filling airbag fire dam and fill-type fire dam.Wherein, air bag/filling airbag fire dam work progress letter
It is single quick, air bag/filling airbag need to be only put into and treat closed area and then start compressed-air system, but mainly construct raw material
Not the standing goods and materials in underground, are required to according to the different different size of airbag/utricules of setting of drift section before constructing, and tunnel
Section complexity is various, therefore higher to air bag/filling airbag technological requirement, and can not process in advance, and limitation is uncomfortable than larger
The need for promptly being constructed under catastrophic condition；Further, since drift section is complicated, often in the presence of some sharp objects with corner angle,
Air bag used/filling airbag gas leakage is easily caused, thus there is potential safety hazard, and be difficult to the heat power disaster punching such as resistance shock wave
Hit, the seeervice cycle is limited.The implementation of fill-type fire dam generally first constructs interior using materials such as steel plate, plank or masonries
Exterior wall forms cavity, and fire dam is ultimately formed after then being filled to pouring material in cavity again.In implementation process, due to interior
Exterior wall is constructed and needs to use steel plate, plank or fragment of brick more, and the external and internal wall constituted using plank is because its inflammability is easy
Potential safety hazard is left, and is constructed external and internal wall using steel plate or fragment of brick and is spent big and take time and effort, and the obturation that early stage is used
Raw material setting time is more long, it is impossible to the need for meeting urgent constructing.To sum up, there is former material in existing fire dam and its construction method
Material transport complexity, high cost, time and effort consuming, cannot meet an urgent need or construct quality be difficult to meet for a long time it is closed the need for, it is impossible to completely
The need for the sufficient great heat power disaster catastrophe period efficient emergency management and rescue of mine.
The content of the invention
For above-mentioned deficiency, the invention provides a kind of trapezoidal fire dam of mine anti-explosion and its construction method.
The present invention is adopted the following technical scheme that：
A kind of trapezoidal fire dam of mine anti-explosion of the present invention, its top is respectively back and base plate, both sides with bottom
It is wall；Also include injected hole, metal anchors net, packing cloth, obturation, iron wire, intrusion pipe, sealing valve, drainpipe, expanding screw
The elements such as bolt；Described metal anchors Netcom crosses expansion bolt and is arranged on country rock, and iron wire interconnection is crossed by two panels metal anchors Netcom；
Metal anchors net inner side sets packing cloth, is connected by iron wire between metal anchors net and packing cloth；By injected hole to its packing cloth
Obturation material is injected in the cavity formed with country rock, closed wall is formed after filling；Injected hole is filled by Grouting Pipe with filling
Put connected；The reserved fireproofing extinguishing materials intrusion pipe through wall in closed wall middle part, the drainpipe through wall is reserved in bottom.
The trapezoidal fire dam of mine anti-explosion of the present invention, described Grouting Pipe is connected with outside device for filling, filling dress
Put and be connected with Grouting Pipe by feed pipe；The raw material slurry for forming obturation is injected in airtight cavity by device for filling.
The trapezoidal fire dam of mine anti-explosion of the present invention, described obturation raw material is included by sulphate aluminium cement, again
I material of slow setting dispersant composition and the II material of lime, gypsum and compound accelerator composition are closed, both solidify shape after mixing in proportion
Into obturation.
The trapezoidal fire dam of mine anti-explosion of the present invention, described closed wall is trapezoidal along tunnel longitudinal direction tangent plane, its
Outboard end is inclined ladder face, and medial surface is right-angle surface.And trapezoidal shape fire dam upper bottom width is 0.5 ~ 1.5m, bottom width is upper bottom
1.5 ~ 2 times, depending on drift section size.
The trapezoidal fire dam of mine anti-explosion of the present invention, described expansion bolt is used for fixing anchor net and packing cloth, respectively
Distance is 30 ~ 50cm between expansion bolt, and optional specification has M16, M18, M20, M22, M24 etc., and length is 250 ~ 350mm.
The construction method of the trapezoidal fire dam of mine anti-explosion of the present invention, step is as follows：
1）Anchor net and packing cloth are pruned according to cross-section shape of roadway, size, it is then with iron wire that packing cloth is corresponding with anchor selvage angle
Position couples together.Meanwhile, injected hole is opened up in the top approximate center position of outer side anchor net and packing cloth, for being filled
The injection of body raw slurry；Approximate center position opens up aperture respectively in the middle part of inside and outside side anchor net and packing cloth, anti-for arranging
Fire extinguishing material intrusion pipe；Aperture is opened up respectively in inside and outside anchor net and packing cloth bottom approximate center position, for arranging drainpipe
Road；
2）Anchor net and packing cloth are fixed on country rock, it is then fixed outer using the first fixed interior side anchor net of expansion bolt and packing cloth
Side anchor net and packing cloth.Must ensure that two pieces of packing cloths are in anchor net inner side in fixation procedure, near region side to be filled；
3）Iron pipe being put into by two reserved apertures of inside and outside side anchor net middle part and being used as fireproofing extinguishing materials intrusion pipe, pipe outer end passes through
Valve controlling is opened and closed；Two apertures reserved by inside and outside side anchor sieve bottom are put into iron pipe and are used as drainpipe, and pipe outer end passes through valve
Gate control is opened and closed；
4）Prepare fillingIt is formerMaterial, prepares the I slurries liquid and II slurry liquid needed for forming obturation；
5）The obturation raw slurry I material that will have been configured inject after being well mixed in device for filling with II material, then by slip casting
In hole injection packing cloth, I material are 1 with the mixed proportion of II slurry liquid：1；Until being enriched in packing cloth cavity；
6）Packing cloth cavity after enriching is detected, degree is enriched in test；
7）After obturator carries out standing solidification, complete wall and construct.
Beneficial effect
The trapezoidal fire dam of mine anti-explosion and its construction method that the present invention is provided, are come by using mining metal anchor net, packing cloth
Fill area border is done, the deficiency that cavity security stability difference is constructed using plank is overcome, is constructed using steel plate or masonry
The deficiency of cavity time and effort consuming, and the deficiency of difficult, fragile seeervice cycle section, and original used are obtained using utricule raw material
Material is underground coal mine ordinary articles, obtains convenient, low cost.
The trapezoidal fire dam of mine anti-explosion and its construction method that the present invention is provided, construct the mine anti-explosion to be formed trapezoidal closed
Wall side is right-angled trapezium shape, and fire dam inner side is rectangular-shaped, takes full advantage of the strong advantage of trapezoid cross section wall anti-impact force,
Further increase the explosion-proof capabilities of fire dam.
The trapezoidal fire dam of mine anti-explosion and its construction method that the present invention is provided, the Fill transportation process that the present invention is provided
In be flow-like, than the materials such as traditional masonry, steel plate, plank carrying conveying more facilitate, and mixing after formed filling
Body has very strong impact resistance and resiliency, and explosion-proof effect is more preferable.
The trapezoidal fire dam of mine anti-explosion and its construction method that the present invention is provided, are formed during constructing using net hanging method
Cavity, it is to avoid the constructing of inner-outer wall, it is short to construct the time, efficiency high.
Brief description of the drawings
Fig. 1 quickly forms fire dam front view for the present invention in down-hole；
Fig. 2 constructs anchor net used by fire dam and expansion bolt arrangement stereogram for of the invention；
Fig. 3 is Figure 1A-A cross-section structure side views；
Fig. 4 is filling mixing device B-B cross-section structure side views in Fig. 3.
Fig. 5 is the dimensional structure diagram of fire dam；
Specific embodiment
Below by taking crowned section tunnel as an example, with reference to accompanying drawing, the present invention is described in more detail：
As shown in the figure：A kind of mining trapezoidal explosion-proof fire dam, it is adaptable to underground coal mine heat power disaster catastrophe period fire dam
Rapid build.It mainly includes injected hole 4, metal anchors net 5, packing cloth 9, obturation 10, iron wire 11, intrusion pipe 12, sealing valve
13, discharge pipe line 14, expansion bolt 17.
Metal anchors net 5 is anchor net, convenient material drawing used by mine support.Metal anchors net 5 is fixed on country rock 3 with expansion bolt 17
On, while be connected as a single entity with iron wire 11, to ensure its stability.Wherein, distance is 30 ~ 50cm between each expansion bolt.
Packing cloth 9 inside metal anchors net is flame retardant fabric, and is connected with iron wire 11 and anchor net 5, prevents slurries from passing through gold
The grid outflow of category anchor net 5.
Obturation 10 is rapid hardening slurry, and intensity is higher.Rapid hardening slurry is mixed by I, II two kind of stock, I material by
Sulphate aluminium cement, compound slow setting dispersant composition, II material are made up of other auxiliary materials such as lime, gypsum and compound accelerator.Two
It is fluid to plant stock, is easy to conveying.It is also desirable to add coagulating agent.
Intrusion pipe 12 is for fireproofing extinguishing materials such as closed area injection mud, foam, inert gases.Fire dam lower end
Drainpipe 14 is provided with, confined space internal water accumulation can be in time discharged.Fire dam side is trapezoidal shape, and explosion-proof effect is more preferable.And it is trapezoidal
Shape fire dam upper bottom width is 0.5 ~ 1.5m, and bottom width is 1.5 ~ 2 times of upper bottom, depending on drift section size.
Expansion bolt 17 is used for fixing anchor net and packing cloth, and optional specification has M16, M18, M20, M22, M24 etc., and length
It is 250 ~ 350mm.
The construction method of the trapezoidal fire dam of mine anti-explosion, it is mainly by device for filling 6, valve 7, Grouting Pipe 8, flowmeter
15, feed pipe 16, the equipment such as mixer 18, grouting pump 19 composition.
Its construction procedure is divided into 4 parts：Preparatory stage, charging stage, packing stage and ending phase.
Preparatory stage：Anchor net 5 and packing cloth 9 are pruned according to cross-section shape of roadway, size, and anchor net 5 and packing cloth 9 length
It is wide than tunnel length and width about 0.8 ~ 1m, the part having more by expansion bolt 17 for fixing anchor net 5 and packing cloth 9.According to
The anchor net 5 and packing cloth 9 that tunnel specification cutting is finished are connected to form entirety using iron wire 11.As shown in accompanying drawing 1 and Fig. 5,
In outer side anchor net 5 and the middle and upper part of outer side seal cloth 9 injected hole 4 is opened up near the approximate center position of top board 1, a diameter of 8 ~
12cm, connection Grouting Pipe 8 is used for the perfusion of obturation mixed serum；In the approximate center inside and outside side anchor net 5 and the middle part of packing cloth 9
Position opens up aperture, a diameter of 10 ~ 15cm, for arranging Grouting Pipe 12 respectively；In the near of inside and outside anchor net 5 and the bottom of packing cloth 9
Aperture, a diameter of 8 ~ 12cm, for arranging discharge pipe line 14 are opened up respectively like center.Inside and outside wanted fill area
Arrangement mining metal anchor net 5, and fix it with expansion bolt 17.Two pieces of anchor net correspondence corner locations are connected with iron wire 11,
Stowing operation anchor net 5 is prevented to be subjected to displacement.Finally, by two reserved apertures of inside and outside side anchor net middle part be put into iron pipe be used as it is anti-
Fire extinguishing material intrusion pipe 12, iron pipe length is opened and closed than the big 50 ~ 100cm of distance between two apertures, pipe outer end by Valve controlling；
Two apertures reserved by inside and outside side anchor sieve bottom are put into iron pipe and are used as drainpipe 14, and iron pipe length is than two spacing in aperture
From big 50 ~ 100cm, pipe outer end is opened and closed by Valve controlling；Grouting Pipe 8 is connected on injected hole 4, and is fixed with iron wire.
Charging stage：I, II stock that will be modulated in advance is filled with device for filling 6, while passing through valve 7-2,7-
3 and flowmeter 15 control I, II feed rate ratio be 1：1.
Packing stage：Start device for filling 6, material in device for filling 6 is stirred is well mixed it, then treats
Fill area is filled.When body to be filled 10 will touch top board 1, appropriate control valve 7-1 controls slurry inflow velocity is straight
To closing.In order to prevent filler from being condensed in device for filling, charging should be accomplished with filling while carrying out.
Ending phase：Filling will be cleaned to stowage unit etc. in time after finishing, with anti-clogging stowage unit.Fill
After finishing 15 ~ 20 minutes, the coagulated state of obturation 10 is perceived by the hardness is bigger such as stone, expansion bolt material, it is to be filled
After the coagulated state of body 10 is good, recycles or maintain the original state if desired for that can unload outside anchor net 5 and packing cloth 9.
A kind of construction method of the trapezoidal fire dam of mine anti-explosion, wherein the device for filling 6 is to stir filling one slip casting machine, it is interior
Portion has mixer and the grouting pump front end to have I, II liang of charging aperture, and charging aperture connects feed tube diameter for 8 ~ 12cm.And filling dress
After putting 6, there is valve 7-1 in the front end of Grouting Pipe 8, for controlling the inflow velocity of slurries.
Front end feed pipe 16 is used to prepare rapid hardening slurry.And feed pipe 16 sets valve 7-2,7-3 near the end of device for filling 6
It is used for controlling material injection rate with flowmeter 15.Whether intrusion pipe 12 and discharge pipe line 14 can be configured as needed, such as
Intrusion pipe 12 and discharge pipe line 14 can be set if situation is more critical.
The present invention is a kind of trapezoidal fire dam of mine anti-explosion, wherein the device for filling is filled to stir filling one slip casting machine
There are two charging apertures device front end, and there are mixer and grouting pump in inside.And device for filling grouting behind shaft or drift lining pipe front end has valve, for controlling
The inflow velocity of slurrying liquid.Its loading time can be adjusted according to water content and coagulating agent addition.Intrusion pipe and drainpipe
Whether road can be configured as needed, if situation is more critical, can set intrusion pipe and discharge pipe line.
Claims (5)
1. a kind of trapezoidal fire dam of mine anti-explosion, its top is respectively back and base plate with bottom, and both sides are wall；Its
It is characterised by：Also include injected hole, metal anchors net, packing cloth, obturation, iron wire, intrusion pipe, sealing valve, drainpipe, expanding screw
Bolt；Described metal anchors Netcom crosses expansion bolt and is arranged on country rock, and iron wire interconnection is crossed by two panels metal anchors Netcom；Metal anchors
Net inner side sets packing cloth, is connected by iron wire between metal anchors net and packing cloth；By injected hole to its packing cloth and country rock
Injection obturation material, forms closed wall in the cavity of formation after filling；Injected hole is connected by Grouting Pipe with device for filling；
The reserved fireproofing extinguishing materials intrusion pipe through wall in closed wall middle part, the drainpipe through wall is reserved in bottom.
2. the trapezoidal fire dam of mine anti-explosion according to claim 1, it is characterised in that：Described Grouting Pipe is filled with outside
Device is connected, and device for filling is connected by feed pipe with Grouting Pipe；The raw material slurry for forming obturation is injected by device for filling
In airtight cavity.
3. the trapezoidal fire dam of mine anti-explosion according to claim 1, it is characterised in that：Described obturation raw material include by
The II material of sulphate aluminium cement, I material of compound slow setting dispersant composition and lime, gypsum and compound accelerator composition, both press
Solidification forms obturation after ratio mixing.
4. the trapezoidal fire dam of mine anti-explosion according to claim 1, it is characterised in that：Described closed wall is vertical along tunnel
Trapezoidal to tangent plane, its outboard end is inclined ladder face, and medial surface is right-angle surface.
5. the construction method of the trapezoidal fire dam of mine anti-explosion according to the claims 1-4 any one, its feature exists
It is as follows in step is constructed：
1）Anchor net and packing cloth are pruned according to cross-section shape of roadway, size, then with iron wire by packing cloth and anchor net edge pair
Position is answered to couple together.Meanwhile, injected hole is opened up in the top approximate center position of outer side anchor net and packing cloth, for being filled
Fill out the injection of body raw slurry；Approximate center position opens up aperture respectively in the middle part of inside and outside side anchor net and packing cloth, for arranging
Fireproofing extinguishing materials intrusion pipe；Aperture is opened up respectively in inside and outside anchor net and packing cloth bottom approximate center position, for arranging draining
Pipeline；
2）Anchor net and packing cloth are fixed on country rock, it is then fixed outer using the first fixed interior side anchor net of expansion bolt and packing cloth
Side anchor net and packing cloth.Must ensure that two pieces of packing cloths are in anchor net inner side in fixation procedure, near region side to be filled；
3）Iron pipe being put into by two reserved apertures of inside and outside side anchor net middle part and being used as fireproofing extinguishing materials intrusion pipe, pipe outer end passes through
Valve controlling is opened and closed；Two apertures reserved by inside and outside side anchor sieve bottom are put into iron pipe and are used as drainpipe, and pipe outer end passes through valve
Gate control is opened and closed；
4）Prepare filling raw material, prepare I slurries liquid and II slurry liquid needed for forming obturation；
5）The obturation raw slurry I material that will have been configured inject after being well mixed in device for filling with II material, then by slip casting
In hole injection packing cloth, I material are 1 with the mixed proportion of II slurry liquid：1；Until being enriched in packing cloth cavity；
6）Packing cloth cavity after enriching is detected, degree is enriched in test；
7）After obturator carries out standing solidification, complete wall and construct.
Priority Applications (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611235679.8A CN106837418B (en) | 2016-12-28 | 2016-12-28 | Mining explosion-proof trapezoidal sealing wall and construction method thereof |
| AU2017388776A AU2017388776B2 (en) | 2016-12-28 | 2017-11-13 | Mine anti-explosion trapezoidal sealing wall and construction method therefor |
| PCT/CN2017/110694 WO2018121107A1 (en) | 2016-12-28 | 2017-11-13 | Mine anti-explosion trapezoidal sealing wall and construction method therefor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611235679.8A CN106837418B (en) | 2016-12-28 | 2016-12-28 | Mining explosion-proof trapezoidal sealing wall and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106837418A true CN106837418A (en) | 2017-06-13 |
| CN106837418B CN106837418B (en) | 2020-12-22 |
Family
ID=59112592
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611235679.8A Active CN106837418B (en) | 2016-12-28 | 2016-12-28 | Mining explosion-proof trapezoidal sealing wall and construction method thereof |
Country Status (3)
| Country | Link |
|---|---|
| CN (1) | CN106837418B (en) |
| AU (1) | AU2017388776B2 (en) |
| WO (1) | WO2018121107A1 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178391A (en) * | 2017-06-14 | 2017-09-19 | 江西理工大学 | A kind of construction method of armored concrete fire dam and application |
| WO2018121107A1 (en) * | 2016-12-28 | 2018-07-05 | 中国矿业大学 | Mine anti-explosion trapezoidal sealing wall and construction method therefor |
| CN111502751A (en) * | 2020-05-29 | 2020-08-07 | 中蓝长化工程科技有限公司 | Air bag type retaining wall for underground cemented filling and construction method |
| CN112253241A (en) * | 2020-10-21 | 2021-01-22 | 济宁学院 | Mining goaf collapse impact air wave automatic buffering protection system |
| CN112627894A (en) * | 2020-12-23 | 2021-04-09 | 国能包头能源有限责任公司 | Underground closed wall construction method and closed wall |
| CN114811404A (en) * | 2022-03-30 | 2022-07-29 | 辽宁工程技术大学 | Coal mine underground portable carbon dioxide storage device and use method thereof |
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| CN110043315B (en) * | 2019-05-30 | 2024-03-12 | 西安科技大学 | Rapid sealing device and method for mine disaster area with impact resistance |
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| WO2018121107A1 (en) * | 2016-12-28 | 2018-07-05 | 中国矿业大学 | Mine anti-explosion trapezoidal sealing wall and construction method therefor |
| CN107178391A (en) * | 2017-06-14 | 2017-09-19 | 江西理工大学 | A kind of construction method of armored concrete fire dam and application |
| CN111502751A (en) * | 2020-05-29 | 2020-08-07 | 中蓝长化工程科技有限公司 | Air bag type retaining wall for underground cemented filling and construction method |
| CN111502751B (en) * | 2020-05-29 | 2021-11-09 | 中蓝长化工程科技有限公司 | Air bag type retaining wall for underground cemented filling and construction method |
| CN112253241A (en) * | 2020-10-21 | 2021-01-22 | 济宁学院 | Mining goaf collapse impact air wave automatic buffering protection system |
| CN112627894A (en) * | 2020-12-23 | 2021-04-09 | 国能包头能源有限责任公司 | Underground closed wall construction method and closed wall |
| CN112627894B (en) * | 2020-12-23 | 2023-05-12 | 国能包头能源有限责任公司 | Underground airtight wall construction method and airtight wall |
| CN114811404A (en) * | 2022-03-30 | 2022-07-29 | 辽宁工程技术大学 | Coal mine underground portable carbon dioxide storage device and use method thereof |
| CN114811404B (en) * | 2022-03-30 | 2024-04-26 | 辽宁工程技术大学 | Device for storing carbon dioxide underground coal mine in portable mode and application method of device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106837418B (en) | 2020-12-22 |
| AU2017388776A1 (en) | 2019-07-25 |
| AU2017388776B2 (en) | 2021-04-01 |
| WO2018121107A1 (en) | 2018-07-05 |
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