CN110318801A - Boxhole structure and its remodeling method - Google Patents
Boxhole structure and its remodeling method Download PDFInfo
- Publication number
- CN110318801A CN110318801A CN201910668535.9A CN201910668535A CN110318801A CN 110318801 A CN110318801 A CN 110318801A CN 201910668535 A CN201910668535 A CN 201910668535A CN 110318801 A CN110318801 A CN 110318801A
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- Prior art keywords
- boxhole
- opening
- discharging port
- wear
- wall
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- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F13/00—Transport specially adapted to underground conditions
- E21F13/04—Transport of mined material in gravity inclines; in staple or inclined shafts
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH 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
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of boxhole structure and its remodeling method, wherein boxhole structure includes boxhole wall, multiple girder steels and wear-resistant liner；The bottom of the boxhole wall is formed with opening；Multiple girder steels include upper flange, lower wing plate and web, the web is fixed between the upper flange and the lower wing plate, sequentially tiling is located at the opening to cover the partial region of the opening, so that remaining unmasked portion region of the opening forms ore discharging port to multiple girder steels from a part of side wall of the opening；The wear-resistant liner is covered and is fixed on the medial surface of the boxhole wall, multiple girder steels are on the upper flange at position corresponding with the opening and on the inner peripheral surface of the ore discharging port.The expansion transformation of the ore discharging port of boxhole structure of the invention is convenient, at low cost and operation intensity is low.
Description
Technical field
The present invention relates to mining boxhole technical field, more particularly, to a kind of boxhole structure and its remodeling method.
Background technique
The production process of ore-rock: stope → scraper → stope box → mine car → discharge point → drop shaft → crude ore bin → slips
Mouth → vibration ore dumping machine → crusher → finished product ore storage bin → dress barrow band → measuring hoper → skip bucket → earth's surface ore storage bin → choosing
Factory ....Mine engineering has determined that its production scale in the project decision phase, all development engineerings thereafter all produce rule with it
Mould matches.Boxhole is that the throat of drop shaft positioned at the lower part of drop shaft is the component part of crucial importance of drop shaft, the production in mine
Ability unloads mine ability depending on boxhole, is fully able to meet up to production needs by the mine ability of unloading of the boxhole of production scale design.
During actual production operation, the influence of product price, performance assessment criteria etc. various aspects factor, bargh's meeting are suffered from
Promote production capacity.Production capacity, which is promoted, to be needed to carry out upgrading to these restraining factors by the restriction of existing engineering.In crowd
In more restraining factors, restriction most serious that boxhole promotes mine production capacity, also most critical.
Existing boxhole is designed as reinforced concrete structure, and the operation intensity in upgrading is high, long in time limit, cost
Height, and it is big to mining production Influence to operation.In addition, armored concrete boxhole can also restrict blocking thing when ore storage bin blocks
Therefore treatment effeciency and processing cost.
The bottom of boxhole structure is arranged in integral into the similar hollow bucking ladder structure stood upside down, ore discharging port in existing boxhole structure
Portion, it is Cheng Shuiping, vertical or skewed.According to drop shaft size, device structure and parameter, poured using armored concrete,
Simultaneously according to installation equipment needs, the pre-buried equipment mounting foot bolt or pre-buried in ore discharging port surrounding reinforced concrete structure
Welding steel.Boxhole wall inner surface and ore discharging port surrounding are equipped with wear-resistant liner, to prevent ore impact wear.
Once existing armored concrete boxhole structure pouring molding is promoted in later period mine production capacity, system upgrade transformation
When, reinforced concrete structure is not easy to be transformed, and generally requires to cut, and the ore discharging port after cutting will also result in the installation of new wear-resistant liner
Fixation is extremely difficult, and wear-resistant liner installation quality is difficult to ensure, labor operation intensity when transformation is high, long in time limit, at high cost, and
Mining production is influenced big.
Summary of the invention
The present invention is directed at least solve one of the technical problems existing in the prior art.For this purpose, one object of the present invention
It is to propose a kind of boxhole structure, structure is simple, later period ore discharging port expansion transformation is convenient, at low cost and operation intensity is low.
Boxhole structure according to an embodiment of the present invention, comprising:
The bottom of boxhole wall, the boxhole wall is formed with opening；
Multiple girder steels, multiple girder steels include upper flange, lower wing plate and web, and the web is fixed on the upper limb
Between plate and the lower wing plate, sequentially tiling is located at the opening to multiple girder steels from a part of side wall of the opening
To cover the partial region of the opening, so that remaining unmasked portion region of the opening forms ore discharging port；
Wear-resistant liner, the wear-resistant liner is covered and is fixed on the medial surface of the boxhole wall, multiple girder steels exist
On upper flange at position corresponding with the opening and on the inner peripheral surface of the ore discharging port.
Boxhole structure according to an embodiment of the present invention can pass through cutting so that the size of ore discharging port has controllability
Fall to be located at the part girder steel in opening to realize the expansion of ore discharging port, transformation facilitates that at low cost, operation intensity is low, therefore, this hair
The boxhole structure of bright embodiment also unloads long promoted of mineral products for the later period and allows some leeway under the premise of meeting now need to unload mineral products energy,
Condition is provided for ore storage bin blocking accident.In addition, the boxhole structure of the embodiment of the present invention is simple.
According to one embodiment of present invention, the boxhole wall is reinforced concrete wall.
According to one embodiment of present invention, boxhole wall bottom is being closed at the ore discharging port equipped with pre-buried lower margin spiral shell
Bolt, with the other equipment of fixation.
According to some embodiments of the present invention, multiple girder steels include first be sequentially connected in the longitudinal direction
Section, second segment and third section, wherein the first segment of multiple girder steels and the third section are buried respectively admittedly in the opening
In opposite side wall, the second segment of multiple girder steels is respectively positioned in the opening.
Further embodiment according to the present invention, the upper flange at the second segment of multiple girder steels and described
Web is respectively welded multiple wear-resistant liner bolts with the corresponding wear-resistant liner of fixation.
Further embodiment according to the present invention, further includes multiple supporting reinforcing bars, and the first segment and the third section are right
Multiple supporting reinforced holes are respectively equipped on the web answered, multiple supporting reinforcing bars accordingly pass through on multiple girder steels
Multiple supporting reinforced holes and be embedded in the boxhole wall.
Further embodiment according to the present invention, the lower wing plate at the second segment of multiple girder steels are equipped with
Multiple equipment bolt.
According to some embodiments of the present invention, the boxhole structure use by multiple girder steels, the wear-resistant liner and
After wear-resistant liner anchoring assembly arrangement is installed in place, formed using concrete one-piece casting.
According to some embodiments of the present invention, the girder steel be one of steel I-beam, H profile steel beam and combined girder steel or
It is a variety of.
The invention also discloses a kind of remodeling method of boxhole structure according to any one above-mentioned embodiment, the later periods
Construction method is to expand the method for the ore discharging port, is included the following steps:
The institute in the partial region to be removed for being covered on the opening is determined according to the demand that the ore discharging port increases expansion size
State the number of girder steel；
Remove the equipment on the fixed girder steel；
Cut away the fixed girder steel with electric welding with the corresponding part of the opening and corresponding wear-resistant liner；
Wear-resistant liner is installed on the web for newly exposing to the girder steel in the ore discharging port.
Additional aspect and advantage of the invention will be set forth in part in the description, and will partially become from the following description
Obviously, or practice through the invention is recognized.
Detailed description of the invention
Above-mentioned and/or additional aspect of the invention and advantage will become from the description of the embodiment in conjunction with the following figures
Obviously and it is readily appreciated that, in which:
Fig. 1 is a side sectional view of the boxhole structure of the embodiment of the present invention.
Fig. 2 is another side sectional view of the boxhole structure of the embodiment of the present invention.
Fig. 3 is the A of Fig. 1 to schematic diagram.
Fig. 4 is the front view of a girder steel of the boxhole structure of the embodiment of the present invention.
Fig. 5 is the side view of a girder steel of the boxhole structure of the embodiment of the present invention.
Fig. 6 is the front view of another girder steel of the boxhole structure of the embodiment of the present invention.
Fig. 7 is the side view of another girder steel of the boxhole structure of the embodiment of the present invention.
Fig. 8 is the state diagram after the ore discharging port transformation of the boxhole structure of the embodiment of the present invention expands.
Appended drawing reference:
Boxhole structure 1000
Boxhole wall 1
2 first segment I second segment II third section III of girder steel
21 lower wing plate of upper flange, 22 web 23
231 wear-resistant liner bolt of supporting reinforced hole, 24 equipment bolt 25
Wear-resistant liner 3
Ore discharging port 4
Pre-embedded anchoring bolts 5
Specific embodiment
The embodiment of the present invention is described below in detail, examples of the embodiments are shown in the accompanying drawings, wherein from beginning to end
Same or similar label indicates same or similar element or element with the same or similar functions.Below with reference to attached
The embodiment of figure description is exemplary, and for explaining only the invention, and is not considered as limiting the invention.
Boxhole structure 1000 according to an embodiment of the present invention is described below with reference to Fig. 1 to Fig. 8.
As shown in Figures 1 to 8, boxhole structure 1000 according to an embodiment of the present invention, including boxhole wall 1,2 and of multiple girder steels
Wear-resistant liner 3.Wherein, the bottom of boxhole wall 1 is formed with opening；Multiple girder steels 2 include upper flange 21, lower wing plate 22 and web
23, web 23 is fixed between upper flange 21 and lower wing plate 22, multiple girder steels 2 sequentially tile from a part of side wall of opening across
The partial region of opening is covered set on opening, so that remaining unmasked portion region of opening forms ore discharging port 4；Wear-resistant liner
3 cover and be fixed on the medial surface of boxhole wall 1, multiple girder steels 2 on the upper flange 21 at position corresponding with opening and
On the inner peripheral surface of ore discharging port 4.
Specifically, the bottom of boxhole wall 1 is formed with opening, it is to be understood that the size of opening is relative to ore discharging port 4
Size will more greatly, for ore discharging port 4 size have controllability precondition be provided, it may be assumed that so that ore discharging port 4 can satisfy
Now need under the premise of unloading mineral products energy, also for the later period unload mineral products can be promoted carry out again ore discharging port 4 expand transformation possibility is provided.
Multiple girder steels 2 include upper flange 21, lower wing plate 22 and web 23, and web 23 is fixed on upper flange 21 and lower wing plate
Between 22, for example, girder steel 2 can be steel I-beam, H profile steel beam or combined girder steel, there is preferable stress performance.Multiple girder steels
2 sequentially tile to be located at from a part of side wall of opening is open to cover the partial region of opening, so that remaining of opening is not
Covering part region forms ore discharging port 4；It is understood that remaining unmasked portion region of opening forms ore discharging port 4 with before
Phase unloads unloading mineral products and can match in mine production process, if the later period unloads mineral products and can be promoted when needing to expand ore discharging port 4, can pass through
The expansion (as shown in Figure 8) for being located at the part girder steel 2 in being open to realize ore discharging port 4 is cut away, is transformed convenient, at low cost and makees
Industry intensity is low.
It should be noted that the direction of opening namely the direction of ore discharging port 4 can be water in some specific embodiments
Square to, vertical direction or inclined direction, for example, as shown in Figure 1, the direction of opening is oblique direction.
In some specific embodiments, for example, as shown in Figure 1, two girder steels 2 are sequentially tilted from the upper side wall of opening
Tiling downwards is located at opening and covers the partial region of opening, and the unlapped part that is open forms the ore discharging port 4 of early period,
Meanwhile the later period unloads mineral products and can be promoted when needing to expand ore discharging port 4, can by cut away the part girder steel 2 being located in opening come
Realize that the expansion of ore discharging port 4, transformation facilitate that at low cost, operation intensity is low.Or in some other specific implementation, two steel
Sequentially tiling is located in opening beam 2 from the left side wall of opening or right side wall, and the unlapped part that is open, which is formed, to be used early period
Ore discharging port 4, meanwhile, the later period unloads mineral products and can be promoted when needing to expand ore discharging port 4, can be by cutting away the portion being located in opening
Steel splitting beam 2 realizes the expansion of ore discharging port 4, is transformed that convenient, at low cost and operation intensity is low.
Wear-resistant liner 3 is covered and is fixed on the medial surface of boxhole wall 1, multiple girder steels 2 are at position corresponding with opening
Upper flange 21 on and the inner peripheral surface of ore discharging port 4 on.It, can be to avoid the impact of ore when unloading mine by the way that wear-resistant liner 3 is arranged
Destruction of the power to boxhole wall 1 and girder steel 2 improves the service life of boxhole structure 1000.
Boxhole structure 1000 according to an embodiment of the present invention can pass through so that the size of ore discharging port 4 has controllability
The expansion for being located at the part girder steel 2 in being open to realize ore discharging port 4 is cut away, transformation is convenient, at low cost and operation intensity is low, because
This, the boxhole structure 1000 of the embodiment of the present invention also unloads the long promotion of mineral products under the premise of meeting now need to unload mineral products energy for the later period
Allow some leeway, also provides condition for ore storage bin blocking accident.In addition, the boxhole structure 1000 of the embodiment of the present invention is simple.
According to one embodiment of present invention, boxhole wall 1 is reinforced concrete wall, globality and good rigidity, can be born
The impact force of ore when unloading mine.
According to one embodiment of present invention, 1 bottom of boxhole wall is being closed on equipped with pre-embedded anchoring bolts 5 at ore discharging port 4, can
To facilitate fixed other equipment.
As shown in Figure 4 and Figure 6, according to some embodiments of the present invention, multiple girder steels 2 include sequentially in the longitudinal direction
Connected first segment I, second segment II and third section III, that is to say, that second segment II be located at first segment I and third section III it
Between；Wherein, the first segment I of multiple girder steels 2 and third section III bury respectively it is solid be open in opposite side wall, the of multiple girder steels 2
Two sections of II are respectively positioned in opening, that is to say, that the fixed part of first segment I and third section III respectively as girder steel 2, second segment
Filling covering part of the II as opening, as ore discharging port 4, the size of ore discharging port 4 can satisfy existing for the unlapped part that is open
The demand of mineral products energy need to be unloaded.
As shown in Figures 4 to 7, further embodiment according to the present invention, the upper flange at the second segment II of multiple girder steels 2
21 are respectively welded multiple wear-resistant liner bolts 24 with web 23 with the corresponding wear-resistant liner 3 of fixation, easy for installation.
Further embodiment according to the present invention, further includes multiple supporting reinforcing bars, and first segment I and third section III are corresponding
Multiple supporting reinforced holes 231 are respectively equipped on web 23, multiple supporting reinforcing bars accordingly pass through multiple supportings on multiple girder steels 2
Reinforced hole 231 is simultaneously embedded in boxhole wall 1.Thus, it is possible to reinforce boxhole structure 1000.
Further embodiment according to the present invention, the lower wing plate 22 at the second segment II of multiple girder steels 2 are equipped with multiple set
Standby bolt 25 can be convenient the other equipment of installation.
According to some embodiments of the present invention, boxhole structure 1000 is used multiple girder steels 2, wear-resistant liner 3 and wear-resisting lining
After plate anchoring assembly arrangement is installed in place, formed using concrete one-piece casting, wherein opening does not need to pour, thus shape
At 1000 good integrity of boxhole structure.
According to some embodiments of the present invention, multiple girder steels 2 are one in steel I-beam 2, H profile steel beam 2 and combined girder steel 2
Kind is a variety of.Girder steel 2 has preferable stress performance using steel I-beam 2, H profile steel beam 2 or combined girder steel 2.
The invention also discloses a kind of remodeling methods of boxhole structure 1000 according to any one above-mentioned embodiment.
The remodeling method of boxhole structure 1000 of the present invention is the method for expanding ore discharging port 4, is included the following steps:
Of the girder steel 2 in the partial region to be removed for being covered on opening is determined according to the demand that ore discharging port 4 increases expansion size
Number；
Remove the equipment on fixed girder steel 2；
Cut away fixed girder steel 2 with electric welding with corresponding part and 3 (such as Fig. 8 of corresponding wear-resistant liner of being open
It is shown)；
Wear-resistant liner 3 (as shown in Figure 8) is installed on the web 23 of the girder steel 2 newly exposed in ore discharging port 4.
The remodeling method of boxhole structure 1000 according to an embodiment of the present invention, construction reformation is convenient, easy to operate, cost
It is low, operation intensity is low.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " illustrative examples ",
The description of " example ", " specific example " or " some examples " etc. means specific features described in conjunction with this embodiment or example, knot
Structure, material or feature are included at least one embodiment or example of the invention.In the present specification, to above-mentioned term
Schematic representation may not refer to the same embodiment or example.Moreover, specific features, structure, material or the spy of description
Point can be combined in any suitable manner in any one or more of the embodiments or examples.
Although an embodiment of the present invention has been shown and described, it will be understood by those skilled in the art that: not
A variety of change, modification, replacement and modification can be carried out to these embodiments in the case where being detached from the principle of the present invention and objective, this
The range of invention is defined by the claims and their equivalents.
Claims (10)
1. a kind of boxhole structure characterized by comprising
The bottom of boxhole wall, the boxhole wall is formed with opening；
Multiple girder steels, multiple girder steels include upper flange, lower wing plate and web, the web be fixed on the upper flange and
Between the lower wing plate, sequentially tiling is located at the opening to cover to multiple girder steels from a part of side wall of the opening
The partial region of the opening is covered, so that remaining unmasked portion region of the opening forms ore discharging port；
Wear-resistant liner, the wear-resistant liner covers and is fixed on the medial surface of the boxhole wall, multiple girder steels with institute
It states on the upper flange at the corresponding position that is open and on the inner peripheral surface of the ore discharging port.
2. boxhole structure according to claim 1, which is characterized in that the boxhole wall is reinforced concrete wall.
3. boxhole structure according to claim 1, which is characterized in that boxhole wall bottom is being closed at the ore discharging port
Equipped with pre-embedded anchoring bolts, with the other equipment of fixation.
4. boxhole structure as claimed in any of claims 1 to 3, which is characterized in that multiple girder steels are in length
It include first segment, second segment and the third section being sequentially connected on direction, wherein the first segment of multiple girder steels and institute
It states third section to bury respectively in the solid side wall opposite in the opening, the second segment of multiple girder steels is respectively positioned on the opening
In.
5. boxhole structure according to claim 4, which is characterized in that described at the second segment of multiple girder steels
Upper flange and the web are respectively welded multiple wear-resistant liner bolts with the corresponding wear-resistant liner of fixation.
6. boxhole structure according to claim 4, which is characterized in that further include multiple supporting reinforcing bars, the first segment and
Multiple supporting reinforced holes are respectively equipped on the corresponding web of the third section, multiple supporting reinforcing bars accordingly pass through more
Multiple supporting reinforced holes on a girder steel are simultaneously embedded in the boxhole wall.
7. boxhole structure according to claim 4, which is characterized in that described at the second segment of multiple girder steels
Lower wing plate is equipped with multiple equipment bolt.
8. boxhole structure according to claim 1, which is characterized in that the boxhole structure use by multiple girder steels,
After the wear-resistant liner and wear-resistant liner anchoring assembly arrangement are installed in place, formed using concrete one-piece casting.
9. boxhole structure according to claim 1, which is characterized in that the girder steel is steel I-beam, H profile steel beam and combination
One of girder steel is a variety of.
10. a kind of remodeling method of the boxhole structure as described in any one of claim 1-9, which is characterized in that described to change
Making method is to expand the method for the ore discharging port, is included the following steps:
The steel in the partial region to be removed for being covered on the opening is determined according to the demand that the ore discharging port increases expansion size
The number of beam；
Remove the equipment on the fixed girder steel；
Cut away the fixed girder steel with electric welding with the corresponding part of the opening and corresponding wear-resistant liner；
Wear-resistant liner is installed on the web for newly exposing to the girder steel in the ore discharging port.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910668535.9A CN110318801A (en) | 2019-07-23 | 2019-07-23 | Boxhole structure and its remodeling method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910668535.9A CN110318801A (en) | 2019-07-23 | 2019-07-23 | Boxhole structure and its remodeling method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110318801A true CN110318801A (en) | 2019-10-11 |
Family
ID=68124296
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910668535.9A Pending CN110318801A (en) | 2019-07-23 | 2019-07-23 | Boxhole structure and its remodeling method |
Country Status (1)
| Country | Link |
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| CN (1) | CN110318801A (en) |
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| WO2018040738A1 (en) * | 2016-08-30 | 2018-03-08 | 贵州铁鳄矿山装备制造有限公司 | Bottom bearing and unblocking device for discharge port of ore pass of mine stope |
| CN108190357A (en) * | 2018-01-08 | 2018-06-22 | 中国恩菲工程技术有限公司 | For unloading the lining steel plate component of ore deposit chute |
| CN207546598U (en) * | 2017-11-07 | 2018-06-29 | 马钢(集团)控股有限公司 | A kind of cone crusher ore feeder |
| CN210483800U (en) * | 2019-07-23 | 2020-05-08 | 中国恩菲工程技术有限公司 | Structure of chute opening |
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2019
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203702241U (en) * | 2014-01-17 | 2014-07-09 | 长沙有色冶金设计研究院有限公司 | Unloading pit connecting unloading chamber and drop shaft |
| CN104265359A (en) * | 2014-09-10 | 2015-01-07 | 攀钢集团矿业有限公司 | Drawhole device |
| CN205936661U (en) * | 2016-06-28 | 2017-02-08 | 安徽马钢罗河矿业有限责任公司 | Mine support structure |
| CN205891930U (en) * | 2016-08-17 | 2017-01-18 | 贵州万恒科技发展有限公司 | Drop shaft bin outlet stop vibratory ore -drawing machine seal structure |
| WO2018040738A1 (en) * | 2016-08-30 | 2018-03-08 | 贵州铁鳄矿山装备制造有限公司 | Bottom bearing and unblocking device for discharge port of ore pass of mine stope |
| CN207546598U (en) * | 2017-11-07 | 2018-06-29 | 马钢(集团)控股有限公司 | A kind of cone crusher ore feeder |
| CN108190357A (en) * | 2018-01-08 | 2018-06-22 | 中国恩菲工程技术有限公司 | For unloading the lining steel plate component of ore deposit chute |
| CN210483800U (en) * | 2019-07-23 | 2020-05-08 | 中国恩菲工程技术有限公司 | Structure of chute opening |
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