CN105089043B - Spatial isolation type runway pavement underlying goaf treatment method - Google Patents
Spatial isolation type runway pavement underlying goaf treatment method Download PDFInfo
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- CN105089043B CN105089043B CN201510441075.8A CN201510441075A CN105089043B CN 105089043 B CN105089043 B CN 105089043B CN 201510441075 A CN201510441075 A CN 201510441075A CN 105089043 B CN105089043 B CN 105089043B
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Abstract
The invention discloses a spatial isolation type runway pavement underlying goaf treatment method and relates to goaf treatment in the fields of mining engineering, civil engineering, traffic engineering and the like. The goaf treatment method aims to solve the problem that the number of underlying excavation roadways is large, and the roadways may be communicated with one another. A plurality of investigation sections are arranged by excavating, digging and investigating a level, it is guaranteed that a reinforcing project is totally within a determined goaf range, an isolation structure is arranged on the boundary of a continuous goaf, and therefore it can be guaranteed that all reinforcing filler is added and diffused within a definite range. The method overcomes the defect that slurry flows in disorder under unrestrained conditions in a conventional grouting filling goaf, and consequently it is difficult to guarantee that the slurry is effectively diffused within a definite range.
Description
Technical field：
A kind of road face of spatial separation formula is underlied goaf Treatment Methods, is related to mining engineering, civil engineering, traffic engineering
Punish in goaf in field.
Background technology：
In recent years, with the continuous development of Chinese national economy, economic construction is constantly carried to what transportation system was required
Height, highway and railway construction are also advanced at an unprecedented rate.Due to road network it is more and more intensive, the height in some areas
Fast highway and railway inevitably need to pass through or set up in old goaf earth's surface, particularly more in some Privately operated mines wells
Area, the situation for disorderly adopting disorderly digging are serious, and major part does not have systematic mining data, and the distribution in goaf is disorderly and unsystematic, and deposits
In the situation that goaf is interpenetrated.Goaf of underliing such as is dealt with improperly, especially airfield runway, railway, highway, load
Greatly, the speed of service is fast, and stratum deformation may be caused to cause ground drawing crack, land upheaval, ground inclination, distortion etc., affect airport,
The normal use of railway and highway, for ensuring safety, it is necessary to carries out project treatment to goaf.This kind of goaf is processed at present
Method has two kinds：The first is full excavating load, i.e., goaf is excavated, and is directly backfilled using filler.The method destroys country rock
Globality, be difficult control to the STRESS VARIATION of country rock, there is potential safety hazard, and the method quantities is huge, costly.Second
It is to carry out borehole or drilling to make concrete perfusion or serosity after goaf and extraneous insertion to plant, though this method can ensure to greatest extent
The integrity of country rock, but it is more and in the case of being mutually communicated in goaf, there is serosity unordered flowing under unconfined condition,
It is difficult to ensure that the defect that serosity is effectively spread in the range of restriction.
The content of the invention：
It is an object of the invention to when overcoming using conventional method slip casting filling goaf, it is difficult to ensure that serosity is limiting model
Enclose the defect of interior effective diffusion.For achieving the above object, the present invention provides following technical scheme：
Underlie goaf Treatment Methods in a kind of road face of spatial separation formula, it is characterised in that key step includes：(1) excavate
Prospecting tunnel, determines prospecting section in tunnel, detection of punching in section；(2) to the dead zone opening connecting passages for detecting；
(3) vertical reinforced concrete divider wall is set up across dead zone laying reinforced concrete vacation bottom on continuous dead zone border in designed elevation；(4) it is right
All isolation dead zones are filled consolidation process；(5) structure thicker road face.
Wherein step (1) determines prospecting section in prospecting gallery, and detection of punching in section is in one or more lanes
Arrange a prospecting section in road at a certain distance, punch perpendicular to mineral ore that flat inspecting hole of first fetching water such as proves that dead zone is present,
Then be directly perpendicular to mineral ore lane is tied to dead zone；Such as no dead zone, then lay to inspecting hole, if any dead zone, then beat to inclined shaft
Visit to dead zone；Finally stamp to inspecting hole, if any dead zone, then make a call on one and visit to dead zone to inclined shaft.These lead to mineral ore gallery and
Inclined shaft can punish passage as dead zone.As three directions there all are not discovery dead zone, then continue to drill next prospecting section,
By that analogy, finally can ensure that all of reinforcing engineering completely it is determined that dead zone within the scope of；
Step (4) is to carry out slip casting (cement mortar or cement mortar) using surface drilling or well lane engineering to the dead zone for isolating
Filled, so can ensure that all reinforcing implants in the range of restriction are filled and spread；
After the completion of step (5) is dead zone reinforcing engineering, viaduct structure thicker road face is laid on ground, such that it is able to guarantee i.e.
Make, in the case where there is slight movement dead zone of underliing, also to can guarantee that the safety and stability in overlying structure road face.
It is of the invention compared with original conventional slip casting fill method, accurately can limit slip casting filling region, overcome
As empty interval is mutually communicated, conventional grouting method is difficult to ensure that the defect that serosity is effectively spread in controlled range.
Description of the drawings：
Fig. 1 is the inventive method flow chart；
Fig. 2 is digging tunnel provided in an embodiment of the present invention site plan；
Fig. 3 is inspecting hole arrangement schematic diagram provided in an embodiment of the present invention；
Fig. 4 is that profile is disposed in dead zone provided in an embodiment of the present invention.
In figure：1- connecting taxiways, 2- prospecting inspecting holes, 3- engineering structures road face, 4-1# prospectings tunnel, 5-2# prospectings tunnel, 6-
Reinforced concrete divider wall, 7- it is upper under inspecting hole, the horizontal inspecting holes of 8-, 9- to inspecting hole, 10- reinforced concrete viaducts, the slip casting of 11- dead zones, 12- steel
Muscle concrete vacation bottom, 13- dead zones, 14- gallerys.
Specific embodiment：
For making the objects, technical solutions and advantages of the present invention become more apparent, below in conjunction with drawings and Examples, to this
Invention is further elaborated.It should be appreciated that specific embodiment described herein is used only for explaining the present invention, not
For limiting the present invention.
In embodiment, it is flourishing that certain large-scale road face engineering plans to build regional historical mining industry, due to Privately operated mines well it is planless
Mining data, and disorderly adopt random digging phenomenon seriously, cause the distribution in goaf disorderly and unsystematic.Underlie in the range of whole construction and excavate lane
Up to as many as 20,000 m, dead zone is in disordered state in spatial distribution and has good connectivity in road, if using conventional slip casting filling
Goaf, serosity is under unconfined condition by unordered flowing, it is difficult to ensure that serosity is effectively spread in the range of restriction, so as to reach not
To expected consolidation effect, if especially ready-built structure road face dead zone of underliing timely and effectively can not be processed, certainly will be right
The safe operation of Future Projects hides some dangers for.
Region is planned to build using the present invention to the road face engineering carries out Mined-out area disposal, comprises the following steps that：
(1) connecting taxiway 1 is dug in absolute altitude+25m perpendicular to engineering structure road face 3 using existing vertical shaft, then distinguish
Along 2# mineral ores, disk and 10# mineral ores lower wall dig two prospecting gallerys, respectively 1# prospectings tunnel 4,2# prospecting tunnel 5.Refer to figure
2；
(2) a prospecting section is arranged every 10m in this two gallerys, prospecting 2 layout drawing of inspecting hole is as shown in Figure 3.Hang down
Straight to punch in mineral ore, hole depth is less than 20m, and flat inspecting hole 8 of first fetching water such as proves that dead zone is present, then be directly perpendicular to mineral ore and tie lane
14 to dead zone；Such as no dead zone, then lay to inspecting hole 9, if any dead zone, then beat and visit to dead zone to inclined shaft；Finally stamp to
Inspecting hole 7, if any dead zone, then makes a call on one and visits to dead zone to inclined shaft.These gallerys and inclined shaft for leading to dead zone can be punished as dead zone
Passage.As three directions there all are not discovery dead zone, then continue to drill next prospecting section, by that analogy；
(3) design is filled consolidation process to the dead zone of all more than absolute altitude+20m.Using above-mentioned gallery and inclined shaft
As passage, one reinforced concrete vacation bottom 12 is laid in more than+20m across dead zone, as its isolation structure thing with bottom dead zone.
At the two ends (beyond the scope for affecting structure road face or so each 20m) of continuous dead zone, one vertical reinforced concrete isolation is respectively set up
Wall 6.Its punishment profile is as shown in Figure 4；
(4) grouting filling is carried out to the dead zone for isolating using surface drilling；
(5), after the completion of the reinforcing engineering of dead zone, finally 10 structure thicker road face of reinforced concrete viaduct is laid on ground, such that it is able to
Even if guaranteeing, in the case where there is slight movement dead zone of underliing, also to can guarantee that the safety and stability in overlying structure road face.
Although the above-mentioned accompanying drawing that combines is described to the specific embodiment of the present invention, not to present invention protection model
The restriction enclosed, it is obvious to a person skilled in the art that the invention is not restricted to the details of above-mentioned one exemplary embodiment, Er Qie
In the case of spirit or essential attributes without departing substantially from the present invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, embodiment all should be regarded as exemplary, and be nonrestrictive, the scope of the present invention has appended power
Profit is required rather than described above is limited.
Claims (1)
1. a kind of road face of spatial separation formula is underlied goaf Treatment Methods, it is characterised in that key step includes：(1) excavate and survey
Tunnel is examined, prospecting section is determined in tunnel, detection of punching in section；(2) to the dead zone opening connecting passages for detecting；
(3) vertical reinforced concrete divider wall is set up across dead zone laying reinforced concrete vacation bottom on continuous dead zone border in designed elevation；(4) it is right
All isolation dead zones are filled consolidation process；(5) structure thicker road face；
Wherein described to determine prospecting section in tunnel, detection of punching in section is every certain in one or more tunnels
One prospecting section of distance arrangement, vertical mineral ore punching, flat inspecting hole of first fetching water such as prove that dead zone is present, then be directly perpendicular to ore deposit
Arteries and veins ties lane to dead zone；Such as no dead zone, then lay to inspecting hole, if any dead zone, then beat and visit to dead zone to inclined shaft；Finally beat
On to inspecting hole, if any dead zone, then make a call to, such as three directions all and do not find dead zone, then continue to next
Individual prospecting section is drilled, by that analogy.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510441075.8A CN105089043B (en) | 2015-07-24 | 2015-07-24 | Spatial isolation type runway pavement underlying goaf treatment method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510441075.8A CN105089043B (en) | 2015-07-24 | 2015-07-24 | Spatial isolation type runway pavement underlying goaf treatment method |
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| Publication Number | Publication Date |
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| CN105089043A CN105089043A (en) | 2015-11-25 |
| CN105089043B true CN105089043B (en) | 2017-03-22 |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109973093A (en) * | 2019-02-27 | 2019-07-05 | 山西鸿太旭飞能源科技有限公司 | A kind of back production, the form of construction work for reinforcing underground coal resource goaf or destruction area |
| CN110130317A (en) * | 2019-05-07 | 2019-08-16 | 中铁十六局集团第一工程有限公司 | Goaf Treatment Methods are lied prostrate on a kind of freeway tunnel |
| CN110173301B (en) * | 2019-05-09 | 2020-11-24 | 中煤科工集团西安研究院有限公司 | Fully mechanized goaf grouting method based on cluster multilateral well directional drilling |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102425453A (en) * | 2011-11-11 | 2012-04-25 | 中煤平朔煤业有限责任公司 | Large-scale re-mining method for filling small-kiln destruction area |
| CN103603689A (en) * | 2013-11-04 | 2014-02-26 | 葛洲坝集团基础工程有限公司 | Curtain grouting construction method for treating mined-out areas |
| CN103628912A (en) * | 2013-11-04 | 2014-03-12 | 葛洲坝集团基础工程有限公司 | Goaf management filling grouting construction method |
| CN103899351A (en) * | 2014-03-28 | 2014-07-02 | 中冶沈勘工程技术有限公司 | Filling and reinforcing method for processing complicated goafs |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2010037872A (en) * | 2008-08-07 | 2010-02-18 | Toyo Tire & Rubber Co Ltd | Method of filling underground space part |
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Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102425453A (en) * | 2011-11-11 | 2012-04-25 | 中煤平朔煤业有限责任公司 | Large-scale re-mining method for filling small-kiln destruction area |
| CN103603689A (en) * | 2013-11-04 | 2014-02-26 | 葛洲坝集团基础工程有限公司 | Curtain grouting construction method for treating mined-out areas |
| CN103628912A (en) * | 2013-11-04 | 2014-03-12 | 葛洲坝集团基础工程有限公司 | Goaf management filling grouting construction method |
| CN103899351A (en) * | 2014-03-28 | 2014-07-02 | 中冶沈勘工程技术有限公司 | Filling and reinforcing method for processing complicated goafs |
Non-Patent Citations (1)
| Title |
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| 地铁区间隧道地下空洞的探测及处理;费富华;《城市建设理论研究（电子版）》;20110831(第24期);全文 * |
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