CN102777185A - Inclined well shaft construction technology - Google Patents
Inclined well shaft construction technology Download PDFInfo
- Publication number
- CN102777185A CN102777185A CN2012101592924A CN201210159292A CN102777185A CN 102777185 A CN102777185 A CN 102777185A CN 2012101592924 A CN2012101592924 A CN 2012101592924A CN 201210159292 A CN201210159292 A CN 201210159292A CN 102777185 A CN102777185 A CN 102777185A
- Authority
- CN
- China
- Prior art keywords
- freezing
- shaft
- construction technology
- construction
- inclined well
- 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
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)
Abstract
The invention relates to an inclined well shaft construction technology. The construction technology comprises a freezing step and is characterized in that the freezing is block freezing, namely a shaft and an arch part are vertically inserted into a freezing pipe to be frozen. The construction technology also comprises a drilling and digging freezing of a shaft bottom-plate, the shaft bottom-plate is put down from a wellhead section to drill, and the direction of drill holes are parallel with the central line direction of a shaft, namely obliquely drilling; and a freezing station is established at a wellhead and is specially used for freezing of the shaft bottom-plate. The inclined well shaft construction technology adopting the technical scheme has the following beneficial effects that through the improved freezing process, the frozen soil quantity at the excavated section of the inclined well shaft can be greatly reduced, and even the excavated section of the shaft cannot generate frozen soil; the construction difficulty, the manpower and the material resources can be greatly reduced; and the construction progress of an inclined well can be greatly speeded up.
Description
Technical field:
The present invention relates to colliery inclines construction technology, relate in particular to a kind of inclines construction technology.
Background technology:
China is the extremely abundant country of coal reserves, and mine construction is the basic premise of coal resources in China exploitation, and good shaft building technology is the input of the minimizing construction fund of degree greatly, can accelerate the paces of mine construction again.
The inclined shaft freezing engineering is meant in the inclines process of construction; For making things convenient for shaft excavation borehole wall surrounding soil or rock are carried out freezing of certain limit; To reduce or to stop that roof and floor in the shaft excavation process caves in or the generation of accident such as permeable, ensure that pit shaft safety passes through caving ground.
China's large-scale capital construction mine main slant pit shaft is adopting existing inclines to freeze technology when showing soil and weathered rocks section; Though this method can ensure shaft construction safety to greatest extent; But a very big drawback is arranged also; It is excessive that is exactly the frozen soil area, caused very big obstacle to shaft excavation.Waste lot of manpower and material resources, caused the pit shaft cost too high, the situation that driving speed is slow excessively.
Summary of the invention:
Goal of the invention: for a kind of technology that reduces the frozen soil amount of inclines excavated section dramatically is provided.
In order to reach as above purpose, the present invention takes following technical scheme: comprise and freeze step, it is characterized in that: said freezing for piecemeal freezes, promptly pit shaft wall, arch are vertically inserted freezing pipe and are freezed.
Further technical scheme of the present invention is: the brill that also comprises the pit shaft base plate digs freezing; It is transferred from the well head section for the employing of pit shaft base plate and drills, and bore direction is parallel with wellbore centre line direction, promptly makes oblique brill; Set up a Freezing Station again at the well head place, specialize in the pit shaft base plate and freeze to use.
Adopt as above the present invention of technical scheme; Have following beneficial effect: so improved freezes technology; Just can reduce the frozen soil amount of inclines excavated section dramatically; Even make the excavated section of pit shaft frozen soil not occur, greatly degree reduces the construction speed of difficulty of construction and manpower and materials, quickening inclined shaft.
Description of drawings:
In order to further specify the present invention, further describe below in conjunction with accompanying drawing:
Fig. 1 is the constructing structure sketch map of background technology:
Fig. 2 is the constructing structure sketch map of invention:
The specific embodiment:
Below in conjunction with accompanying drawing embodiments of the invention are described, embodiment is not construed as limiting the invention:
In conjunction with Fig. 1;
It is that whole pit shaft freeze all is as a whole that original inclines freeze technology; Comprising the pit shaft part of needs driving, is frozen soil all thereby cause the shaft excavation section, blows out and explodes not open; Excavator digs motionless situation; Greatly influence the driving progress of mine, greatly wasted manpower and materials, extremely be unfavorable for the construction of inclines.
In conjunction with Fig. 2;
This measure improves on original freezing method basis, be to reduce the frozen soil area in the tunneling process, and we adopt piecemeal to freeze, and promptly pit shaft wall, arch are vertically inserted freezing pipe and freezed; The pit shaft base plate then adopts transfers (being that the pit shaft base plate is transferred) from the well head section and drills, and bore direction is parallel with wellbore centre line direction, promptly makes oblique brill.So, just need again the well head place to set up a Freezing Station again, specialize in the pit shaft base plate and freeze to use.
This corrective measure is freezed at original inclines to improve on the basis of technology; The technology of freezing after the improvement divides two parts that inclines are freezed; Freezing efficiency can not change; But can farthest reduce the frozen soil amount of shaft excavation section, improve drivage efficiency, reduce drain on manpower and material resources.
Can effectively improve the inclines efficiency of construction, reduce the inclines cost.
More than show and described basic principle of the present invention, principal character and advantage of the present invention.The technician of the industry should understand; The present invention is not restricted to the described embodiments; That describes in the foregoing description and the manual just explains principle of the present invention; The present invention also has various changes and modifications under the prerequisite that does not break away from spirit and scope of the invention, and these variations and improvement all fall in the scope of the invention that requires protection.The present invention requires protection domain to be defined by appending claims and equivalent thereof.
Claims (2)
1. an inclines construction technology comprises and freezes step, it is characterized in that: said freezing for piecemeal freezes, promptly pit shaft wall, arch are vertically inserted freezing pipe and are freezed.
2. a kind of inclines construction technology as claimed in claim 1; It is characterized in that: the brill that also comprises the pit shaft base plate digs freezing; It is transferred from the well head section for the employing of pit shaft base plate and drills, and bore direction is parallel with wellbore centre line direction, promptly makes oblique brill; Set up a Freezing Station again at the well head place, specialize in the pit shaft base plate and freeze to use.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012101592924A CN102777185A (en) | 2012-05-15 | 2012-05-15 | Inclined well shaft construction technology |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012101592924A CN102777185A (en) | 2012-05-15 | 2012-05-15 | Inclined well shaft construction technology |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102777185A true CN102777185A (en) | 2012-11-14 |
Family
ID=47122274
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2012101592924A Pending CN102777185A (en) | 2012-05-15 | 2012-05-15 | Inclined well shaft construction technology |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102777185A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103321239A (en) * | 2013-06-26 | 2013-09-25 | 中煤邯郸特殊凿井有限公司 | Drilling machine foundation |
| CN103726852A (en) * | 2013-12-17 | 2014-04-16 | 北京中煤矿山工程有限公司 | Incline step-wise freezing construction process |
| CN104632225A (en) * | 2014-12-24 | 2015-05-20 | 陕西煤业化工建设（集团）有限公司 | Annular frozen pipeline |
| CN108386228A (en) * | 2018-02-09 | 2018-08-10 | 西安科技大学 | A kind of method of inclined shaft freezing method construction long term monitoring lane wall stress |
| CN108457306A (en) * | 2018-06-20 | 2018-08-28 | 北京城建集团有限责任公司 | A kind of pile pipe collaboration upright side walls level being used for 4/6 pilot tunnel PBA engineering methods makes bottom basin shape and freezes sealing engineering method |
| CN108457307A (en) * | 2018-06-20 | 2018-08-28 | 北京城建集团有限责任公司 | A kind of leading pilot tunnel upright side walls level being used for 4/6/8 pilot tunnel PBA engineering methods makes bottom basin shape and freezes sealing engineering method |
| CN109441453A (en) * | 2018-11-28 | 2019-03-08 | 中煤邯郸特殊凿井有限公司 | Partial freezing's construction method in inclines |
| CN109751052A (en) * | 2018-11-30 | 2019-05-14 | 陕西中能煤田有限公司 | The big height difference brine recycling decompressor of inclined shaft freezing |
| CN111852483A (en) * | 2020-07-30 | 2020-10-30 | 中煤第一建设有限公司 | Inclined shaft freezing construction process and inclined shaft freezing system |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4107455A1 (en) * | 1991-03-08 | 1992-09-10 | Messer Griesheim Gmbh | METHOD FOR THE ACCELERATED FREEZING OF EARTH |
| KR20050079973A (en) * | 2005-06-24 | 2005-08-11 | 김기수 | Process for reinforcing the ground on the upper part of a tunnel for excavating |
| TW200742785A (en) * | 2006-05-09 | 2007-11-16 | Yang-Yuan Chen | The method of liquid nitrogen ground freezing for underground sewer jack-piping |
| CN101158268A (en) * | 2007-11-15 | 2008-04-09 | 中铁二局股份有限公司 | Construction method for super-long high-precision horizontal drilling |
-
2012
- 2012-05-15 CN CN2012101592924A patent/CN102777185A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4107455A1 (en) * | 1991-03-08 | 1992-09-10 | Messer Griesheim Gmbh | METHOD FOR THE ACCELERATED FREEZING OF EARTH |
| KR20050079973A (en) * | 2005-06-24 | 2005-08-11 | 김기수 | Process for reinforcing the ground on the upper part of a tunnel for excavating |
| TW200742785A (en) * | 2006-05-09 | 2007-11-16 | Yang-Yuan Chen | The method of liquid nitrogen ground freezing for underground sewer jack-piping |
| CN101158268A (en) * | 2007-11-15 | 2008-04-09 | 中铁二局股份有限公司 | Construction method for super-long high-precision horizontal drilling |
Non-Patent Citations (1)
| Title |
|---|
| 周晓敏: "斜井井筒的冻结法施工", 《建井技术》 * |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103321239A (en) * | 2013-06-26 | 2013-09-25 | 中煤邯郸特殊凿井有限公司 | Drilling machine foundation |
| CN103321239B (en) * | 2013-06-26 | 2015-09-30 | 中煤邯郸特殊凿井有限公司 | A kind of rig basis |
| CN103726852A (en) * | 2013-12-17 | 2014-04-16 | 北京中煤矿山工程有限公司 | Incline step-wise freezing construction process |
| CN103726852B (en) * | 2013-12-17 | 2016-01-13 | 北京中煤矿山工程有限公司 | A kind of inclined shaft step-by-step movement frozen construction technique |
| CN104632225A (en) * | 2014-12-24 | 2015-05-20 | 陕西煤业化工建设（集团）有限公司 | Annular frozen pipeline |
| CN108386228A (en) * | 2018-02-09 | 2018-08-10 | 西安科技大学 | A kind of method of inclined shaft freezing method construction long term monitoring lane wall stress |
| CN108457306A (en) * | 2018-06-20 | 2018-08-28 | 北京城建集团有限责任公司 | A kind of pile pipe collaboration upright side walls level being used for 4/6 pilot tunnel PBA engineering methods makes bottom basin shape and freezes sealing engineering method |
| CN108457307A (en) * | 2018-06-20 | 2018-08-28 | 北京城建集团有限责任公司 | A kind of leading pilot tunnel upright side walls level being used for 4/6/8 pilot tunnel PBA engineering methods makes bottom basin shape and freezes sealing engineering method |
| CN109441453A (en) * | 2018-11-28 | 2019-03-08 | 中煤邯郸特殊凿井有限公司 | Partial freezing's construction method in inclines |
| CN109751052A (en) * | 2018-11-30 | 2019-05-14 | 陕西中能煤田有限公司 | The big height difference brine recycling decompressor of inclined shaft freezing |
| CN109751052B (en) * | 2018-11-30 | 2024-05-24 | 陕西中能煤田有限公司 | Brine circulation pressure reducing device with large height difference for inclined shaft freezing |
| CN111852483A (en) * | 2020-07-30 | 2020-10-30 | 中煤第一建设有限公司 | Inclined shaft freezing construction process and inclined shaft freezing system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102777185A (en) | Inclined well shaft construction technology | |
| CN104694746B (en) | A kind of method of ion adsorption type re in_situ leaching and leaching ore deposit system thereof | |
| CN103590831B (en) | A kind of gentle dip is thin-the novel mining methods of middle thickness orebody | |
| CN105952475B (en) | A kind of residual exploiting field inbreak abandoned working grouting and reinforcing technology of coal mine and method | |
| CN110242301A (en) | A kind of modified water-protection coal-mining method of two step slip casting of top plate water-bearing layer | |
| CN103498696B (en) | A kind of method from roadway in the roof grouting filling compacting goaf filling body | |
| CN104863629A (en) | Method for extracting gas from separation layer below overlying strata, draining water and grouting through combined drill hole | |
| CN103835651B (en) | A kind of single hole directional drilling local slip casting mine shaft rising boring technique | |
| CN102392678A (en) | Gas drainage method combining surface and underground fracturing and permeability improvement | |
| CN111335944B (en) | Coal face gangue slurry pipeline collaborative filling method | |
| CN103046931B (en) | Method for forming holes of vertical shaft/pilot shaft through impact type drilling machine in impacting mode | |
| CN103498680B (en) | Improve the method for fully mechanized coal face period of beginning mining top-coal recovery rate | |
| CN105464700B (en) | Fully mechanized mining filling mixed mining working face filling segment length determines method | |
| CN102877857B (en) | Deep hole pre-grouting top plate reinforcement method for large-mining height working face under special geological conditions | |
| CN104481540A (en) | Method for controlling multiple coal mining hazards by high level borehole grouting | |
| CN102777180A (en) | Method for actively and regionally preventing and controlling rock burst in coal mines | |
| CN103953386A (en) | Upstream-blocking and downstream-seepage method for extracting gas in mining area | |
| CN103306713A (en) | Networked reinforcement method for cross-layer drilling of outburst coal seam | |
| CN104895531A (en) | Single thick coal seam ground mining well extraction process | |
| CN104975868A (en) | Top plate high-position boring large-diameter long-drill-hole gas extraction method based on directional drilling | |
| CN107091091A (en) | A kind of steeply-inclined seam mining gob-side entry retaining method of prefabricated arc support | |
| CN103557001B (en) | A kind of low section high oper cylinler shrink afterwards filling mining method | |
| CN109973095A (en) | A kind of method of coal mine solid filling exploitation reconstruction groundwater storage space | |
| CN103114854B (en) | Pillar robbing method of reconstructed artificial stud | |
| CN110173295A (en) | A method of utilizing concordant directional drilling mash gas extraction and fire extinguishing |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20121114 |