CN107654238A - A kind of processing method for having dug fall of ground - Google Patents
A kind of processing method for having dug fall of ground Download PDFInfo
- Publication number
- CN107654238A CN107654238A CN201710833695.5A CN201710833695A CN107654238A CN 107654238 A CN107654238 A CN 107654238A CN 201710833695 A CN201710833695 A CN 201710833695A CN 107654238 A CN107654238 A CN 107654238A
- Authority
- CN
- China
- Prior art keywords
- fall
- dead zone
- dug
- processing method
- cuff
- 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
Links
- 238000003672 processing method Methods 0.000 title claims abstract description 17
- 239000011435 rock Substances 0.000 claims abstract description 11
- 239000003245 coal Substances 0.000 claims abstract description 10
- 238000007569 slipcasting Methods 0.000 claims abstract description 4
- 210000004911 serous fluid Anatomy 0.000 claims description 3
- 238000007711 solidification Methods 0.000 claims description 3
- 230000008023 solidification Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 4
- 239000011440 grout Substances 0.000 abstract description 3
- 230000006835 compression Effects 0.000 abstract 1
- 238000007906 compression Methods 0.000 abstract 1
- 238000000034 method Methods 0.000 description 13
- 239000000463 material Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000011378 shotcrete Substances 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000034994 death Effects 0.000 description 1
- 231100000517 death Toxicity 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000008030 elimination Effects 0.000 description 1
- 238000003379 elimination reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
Classifications
-
- 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
-
- 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
- E21D11/14—Lining predominantly with metal
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D20/00—Setting anchoring-bolts
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The invention discloses a kind of processing method for having dug fall of ground, its step is：Clear up caved gangue in time after roof fall terminates and choose and fall to emit dead zone surface loosening coal and rock；Then i-beam frame canopy and one layer of plank of tiling on frame canopy are installed in Collapsed zone and both sides certain limit；Then strut filling bag and its bottom surrounding is fixed on plank, by rigidity pipeline one end stretched into by filling bag bottom cuff in bag and will at the top of packwall support to emitting dead zone highest point, its other end is simultaneously connected by fixed rigidity pipeline with filling piping, tighten " cuff ", slip casting is extremely full of and entirely emits dead zone；Anchor cable is finally set in the range of Collapsed zone after grout cures.The present invention can also actively provide compression by obturation while ensureing that obturation is stable to dead zone surface coal and rock is emitted, improve and emit dead zone surface coal and rock force environment, it can effectively prevent from emitting again inbreak of the dead zone under Engineering Disturbance effect, simple to operate, strong applicability.
Description
Technical field
The present invention relates to a kind of processing method for having dug fall of ground, especially a kind of mistake suitable for roadway surrounding rock control
The method in fall of ground area.
Background technology
Roof fall is a kind of very harmful back disaster, has a strong impact on that mine safety normally produces, or even cause people
Member's injures and deaths, deal with improperly, also result in roof fall again.Nowadays, the conventional fall of ground processing method of pick in scene has：Shotcrete
Method, wedging method, grillage method, wear beam shield top method etc..Engineering practice shows that these methods also have certain limitation in the application
Property：Shotcrete method requires to have compressed-air system in lane and to emit dead zone top plate relatively more complete, otherwise can not drill or in the case where drilling disturbs
Easily cause roof fall again；Wedging method, grillage method and wear beam shield top method and belong to passive protecting method, not only by roof fall chi during application
Very little limitation, and under the influence of the Engineering Disturbances such as ahead work face branch bearing capacity, it is easy to fail.It can be seen that although existing method
Certain effect can be obtained in any case, but applicability is inadequate.
The content of the invention
Technical problem：The invention aims to overcome weak point of the prior art, there is provided a kind of simple to operate, effect
Fruit is notable, the processing method for having dug fall of ground of strong applicability.
Technical scheme：In order to realize foregoing invention purpose, the present invention the processing method for having dug fall of ground, including such as
Lower step：
1) cleaning caved gangue, and choose and fall to emit dead zone surface loosening coal and rock in time after roof fall terminates；
2) i-beam frame canopy is installed by 0.8~1.0m array pitch in the range of Collapsed zone and Collapsed zone and 3~5m of both sides；
3) tile one layer of plank on the i-beam frame canopy installed；
4) filling bag is placed on plank, and the bottom surrounding for filling bag is followed closely on plank；Described filling bag bottom
Provided with the multiple cuffs led in it；
5) rigidity pipeline is stretched into bag from the cuff of filling bag bottom, one end of pipeline, which will be filled at the top of bag, supports to kiting
Area's highest point, the pipeline for being exposed at the outer one end of cuff are connected with filling piping；
6) cuff of filling bag bottom is tightened, is extremely full of by slip casting in steel tube road direction filling bag and entirely emits dead zone；
7) after grouting serous fluid solidification, more anchor cables are set emitting dead zone, plank is compressed with pallet, and apply pretightning force,
Complete the processing to having dug fall of ground.
Described i-beam frame canopy quantity determines according to roof fall situation and roadway engineering geological conditions.
It is described filling bag shape it is similar to emitting air region shape, each side size ratio emit the dead zone big 0.5m of correspondence position size~
1m。
Multiple cuffs of the filling bag bottom are 2~4.
Described rigidity pipeline is 2~4, is matched with cuff number.
Described cuff diameter is bigger 0.1~0.3m than rigidity pipeline diameter, and cuff length is 0.1~0.5m.
The length of the anchor cable is bigger 1.5~3m than the maximum height for emitting dead zone, between anchor cable array pitch according to roof fall situation and
Roadway engineering geological conditions determines.
The pipeline is rigidity pipeline or pvc pipe road.
The plank thickness is 1.5~3cm.
Beneficial effect：By adopting the above-described technical solution, the present invention utilizes the supporting role and anchor cable of i-beam frame canopy
Suspension function, can also actively provide pressure to dead zone surface coal and rock is emitted by obturation while ensureing that obturation is stable
Stress, elimination emit the hanging face in dead zone, and improvement emits dead zone surface coal and rock force environment, improves its stability, effectively prevent and emit
Dead zone inbreak again under Engineering Disturbance effect, its method is simple, easy to operate, strong applicability, has in the art
Wide applicability.
Brief description of the drawings
Fig. 1 is fall of ground schematic diagram；
Fig. 2 is the structural representation of the present invention；
Fig. 3 is packwall schematic diagram.
In figure：1- caved gangues, 2- emit dead zone, and 3- emits dead zone surface and loosens coal and rock, 4- i-beam frame canopies, 5- planks,
6- fills bag, and 7- fills bag bottom, 8- pipelines, and 9- fills bag cuff, and 10- emits dead zone highest point, 11- anchor cables, 12- anchor cable supports
Disk.
Embodiment
The processing method for having dug fall of ground of the present invention, is comprised the following steps that：
1) cleaning caved gangue 1, and choose and fall to emit the surface of dead zone 2 loosening coal and rock 3 in time after roof fall terminates；
2) i-beam frame canopy 4 is installed by 0.8~1.0m array pitch in the range of 3~5m of Collapsed zone 2 and Collapsed zone both sides；
The quantity of described i-beam frame canopy 4 determines according to roof fall situation and roadway engineering geological conditions；
3) tile one layer of plank 5 on the i-beam frame canopy 4 installed；The thickness of plank 5 is 1.5~3cm；
4) filling bag 6 is placed on plank 5, and the surrounding of bottom 7 for filling bag 6 is followed closely on plank 5；Described filling bag
6 bottoms are provided with 2~4 cuffs 9 led in it；The shape of the filling bag 6 is similar to emitting air region shape, and each side size ratio emits
Big 0.5~the 1m of correspondence position size of dead zone 2；
5) rigidity pipeline 8 is stretched into bag from the cuff 9 of filling bag bottom, one end of rigidity pipeline 8 will be filled at the top of bag
To dead zone highest point 10 is emitted, the rigidity pipeline 8 for being exposed at 9 outer one end of cuff is connected with filling piping for support；Described rigidity pipeline 8
For 2~4, match with 9 numbers of cuff；The described diameter of cuff 9 is bigger 0.1~0.3m than the diameter of rigidity pipeline 8, cuff length
For 0.1~0.5m.
6) cuff 9 of filling bag bottom is tightened, slip casting is whole to being full of into filling bag by rigidity or PVC pipeline 8
Emit dead zone 2；
7) after grouting serous fluid solidification, more anchor cables 11 are set emitting dead zone 2, compress plank 5 with pallet 12, and apply pre-
Clamp force, complete the processing to having dug fall of ground.The length of the anchor cable 11 is longer 1.5~3m than the maximum height for emitting dead zone 2, anchor
Array pitch determines according to roof fall situation and roadway engineering geological conditions between rope.
One embodiment of the present of invention is further described below in conjunction with the accompanying drawings：
Roof fall accident, tunnel well cross dimensions occur for embodiment 1, certain ore deposit working face track gallery：4.0 × 3.5m, arch
Inbreak, maximum height 7.8m, tunnel axis direction length 5.3m, specific processing step are as follows：
1) caved gangue 1 is cleared up after roof fall terminates in time and is chosen and falls to emit dead zone surface loosening coal and rock 3；
2) i-beam frame canopy 4 is installed by 1.0m array pitch in the range of 3~5m of Collapsed zone 2 and both sides；
3) tile one layer of plank 5 on i-beam frame canopy 4；
4) filling bag 6 is strutted and by its surrounding nail of bottom 7 on plank 5；
5) by rigidity or PVC one end of pipeline 8 stretched into by filling bag bottom cuff 9 in bag and will at the top of packwall support to emitting
Its other end is simultaneously connected by dead zone highest point 10, fixed rigidity or PVC pipeline 8 with filling piping；
6) cuff 9 is tightened with iron wire, injects high-water material or grout material, entirely emit dead zone 2, the height until being full of
The water material slurry ratio of mud is 1.5：1~1.8:1；
7) steel strand anchor cable 11, long 10m, array pitch 2.0m × 1.0m are set emitting dead zone after grout cures, five figured cloths are put.
Claims (9)
1. a kind of processing method for having dug fall of ground, it is characterised in that comprise the following steps：
1）Roof fall clears up caved gangue in time after terminating（1）, and choose and fall to emit dead zone（2）Surface loosens coal and rock（3）；
2）In Collapsed zone（2）And install i-beam frame canopy by 0.8~1.0m array pitch in the range of 3~5m of Collapsed zone both sides（4）；
3）In the i-beam frame canopy installed（4）One layer of plank of upper tiling（5）；
4）In plank（5）It is upper to place filling bag（6）, and bag will be filled（6）Bottom（7）Surrounding is fixed on plank（5）On；It is described
Filling bag（6）Bottom is provided with the multiple cuffs led in it（9）；
5）By from cuff（9）To filling bag（6）The mode of interior air blast will fill bag（10）Support is to emitting dead zone highest point, or uses
Rigidity pipeline（8）From cuff（9）It extend into filling bag, by rigidity pipeline（8）One end support to filling bag（6）Top emits dead zone
Highest point（10）, by rigidity pipeline（8）It is exposed at cuff（9）Outer one end is connected with filling piping；
6）Tighten the cuff of filling bag bottom（9）, pass through pipeline（8）Into filling bag, slip casting, which is extremely full of, entirely emits dead zone（2）；
7）After grouting serous fluid solidification, dead zone is being emitted（2）Set more anchor cables（11）, use pallet（12）Compress plank（5）, and apply
Add pretightning force, complete the processing to having dug fall of ground.
A kind of 2. processing method for having dug fall of ground according to claim 1, it is characterised in that：Described i-beam frame
Canopy（4）Quantity determined according to roof fall situation and roadway engineering geological conditions.
A kind of 3. processing method for having dug fall of ground according to claim 1, it is characterised in that：The filling bag（6）
Shape it is similar to emitting air region shape, each side size ratio emits dead zone（2）Big 0.5 ~ the 1m of correspondence position size.
A kind of 4. processing method for having dug fall of ground according to claim 1, it is characterised in that：The filling bag（6）
Multiple cuffs of bottom（9）For 2 ~ 4.
A kind of 5. processing method for having dug fall of ground according to claim 1, it is characterised in that described rigidity pipeline
（8）For 2 ~ 4, with cuff（9）Number matches.
A kind of 6. processing method for having dug fall of ground according to claim 1, it is characterised in that described cuff（9）
Diameter compares pipeline（8）Big 0.1 ~ the 0.3m of diameter, cuff length are 0.1 ~ 0.5m.
A kind of 7. processing method for having dug fall of ground according to claim 1, it is characterised in that the anchor cable（11）'s
Length ratio emits dead zone（2）The big 1.5 ~ 3m of maximum height, array pitch is according to roof fall situation and roadway engineering geological conditions between anchor cable
It is determined that.
A kind of 8. processing method for having dug fall of ground according to claim 1, it is characterised in that the pipeline（8）For
Rigidity pipeline or pvc pipe road.
A kind of 9. processing method for having dug fall of ground according to claim 1, it is characterised in that the plank（5）It is thick
Spend for 1.5~3cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710833695.5A CN107654238A (en) | 2017-09-15 | 2017-09-15 | A kind of processing method for having dug fall of ground |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710833695.5A CN107654238A (en) | 2017-09-15 | 2017-09-15 | A kind of processing method for having dug fall of ground |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107654238A true CN107654238A (en) | 2018-02-02 |
Family
ID=61129497
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710833695.5A Pending CN107654238A (en) | 2017-09-15 | 2017-09-15 | A kind of processing method for having dug fall of ground |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107654238A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109931077A (en) * | 2019-03-29 | 2019-06-25 | 中南大学 | Support system and its construction method for Segment rehabilitation |
| CN112483134A (en) * | 2020-12-03 | 2021-03-12 | 陕西旬邑青岗坪矿业有限公司 | Method for treating roof fall of roadway |
| CN113790081A (en) * | 2021-09-16 | 2021-12-14 | 山西晋煤集团技术研究院有限责任公司 | Replacement filling method for coal seam roof caving region |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103321654A (en) * | 2013-07-04 | 2013-09-25 | 中国矿业大学 | Method for managing roof collapse of coal mine roadway by aid of flexible air bags |
| CN104500090A (en) * | 2014-11-25 | 2015-04-08 | 兖州煤业股份有限公司 | Method for treating coal-mine roadway roof caving by roof filling through foam-material filler |
| CN205117366U (en) * | 2015-07-27 | 2016-03-30 | 山西潞安矿业(集团)有限责任公司 | Supporting device is encircleed to two pressure -bearings of big soft broken coal road of section |
| CN205370579U (en) * | 2016-01-15 | 2016-07-06 | 河南理工大学 | Colliery face fall district's slip casting treatment system |
| CN106121679A (en) * | 2016-06-28 | 2016-11-16 | 孙姗姗 | A kind of processing method of underworkings roof fall |
| CN106246194A (en) * | 2016-08-23 | 2016-12-21 | 甘肃路桥建设集团有限公司 | The reinforcing Treatment Methods of tunnel roof fall wall caving |
| CN106593497A (en) * | 2016-12-23 | 2017-04-26 | 济宁矿业集团有限公司霄云煤矿 | Supporting treatment method for coal working face when passing through top-coal caving region of gateway |
| CN106968676A (en) * | 2017-03-27 | 2017-07-21 | 山西潞安环保能源开发股份有限公司 | The method that cavity is passed through in tunnelling |
-
2017
- 2017-09-15 CN CN201710833695.5A patent/CN107654238A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103321654A (en) * | 2013-07-04 | 2013-09-25 | 中国矿业大学 | Method for managing roof collapse of coal mine roadway by aid of flexible air bags |
| CN104500090A (en) * | 2014-11-25 | 2015-04-08 | 兖州煤业股份有限公司 | Method for treating coal-mine roadway roof caving by roof filling through foam-material filler |
| CN205117366U (en) * | 2015-07-27 | 2016-03-30 | 山西潞安矿业(集团)有限责任公司 | Supporting device is encircleed to two pressure -bearings of big soft broken coal road of section |
| CN205370579U (en) * | 2016-01-15 | 2016-07-06 | 河南理工大学 | Colliery face fall district's slip casting treatment system |
| CN106121679A (en) * | 2016-06-28 | 2016-11-16 | 孙姗姗 | A kind of processing method of underworkings roof fall |
| CN106246194A (en) * | 2016-08-23 | 2016-12-21 | 甘肃路桥建设集团有限公司 | The reinforcing Treatment Methods of tunnel roof fall wall caving |
| CN106593497A (en) * | 2016-12-23 | 2017-04-26 | 济宁矿业集团有限公司霄云煤矿 | Supporting treatment method for coal working face when passing through top-coal caving region of gateway |
| CN106968676A (en) * | 2017-03-27 | 2017-07-21 | 山西潞安环保能源开发股份有限公司 | The method that cavity is passed through in tunnelling |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109931077A (en) * | 2019-03-29 | 2019-06-25 | 中南大学 | Support system and its construction method for Segment rehabilitation |
| CN112483134A (en) * | 2020-12-03 | 2021-03-12 | 陕西旬邑青岗坪矿业有限公司 | Method for treating roof fall of roadway |
| CN113790081A (en) * | 2021-09-16 | 2021-12-14 | 山西晋煤集团技术研究院有限责任公司 | Replacement filling method for coal seam roof caving region |
| CN113790081B (en) * | 2021-09-16 | 2023-12-01 | 山西晋煤集团技术研究院有限责任公司 | Replacement filling method for caving region of coal seam roof |
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Application publication date: 20180202 |