CN110159297A - Coal mine shaft lining arragement construction - Google Patents
Coal mine shaft lining arragement construction Download PDFInfo
- Publication number
- CN110159297A CN110159297A CN201910517199.8A CN201910517199A CN110159297A CN 110159297 A CN110159297 A CN 110159297A CN 201910517199 A CN201910517199 A CN 201910517199A CN 110159297 A CN110159297 A CN 110159297A
- Authority
- CN
- China
- Prior art keywords
- workbench
- roll guard
- coal mine
- vertical
- mine shaft
- 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.)
- Granted
Links
- 239000003245 coal Substances 0.000 title claims abstract description 20
- 238000010276 construction Methods 0.000 title claims abstract description 10
- 239000011152 fibreglass Substances 0.000 claims description 6
- 239000002131 composite material Substances 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 238000009335 monocropping Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D7/00—Shaft equipment, e.g. timbering within the shaft
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/14—Layout of tunnels or galleries; Constructional features of tunnels or galleries, not otherwise provided for, e.g. portals, day-light attenuation at tunnel openings
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)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Ladders (AREA)
- Forklifts And Lifting Vehicles (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The invention discloses coal mine shaft lining arragement constructions, belong to downhole safety field；The technical problem to be solved is that providing, a kind of structure is simple, easy to use, reduces cost, meets specification, safe and reliable coal mine shaft lining arragement construction；Solve the technical solution of technical problem use are as follows: a kind of coal mine shaft lining arrangement knot is connected with workbench rear portion, workbench two sides are provided with carrying girder, carrying girder is connected with workbench two sides, carrying girder is mutually perpendicular to longitudinal bearer, connection ladder and roll guard are provided between workbench, roll guard includes rear portion roll guard and side roll guard, rear portion roll guard is connected with longitudinal bearer, side roll guard is connected with carrying girder, and roll guard, workbench, shaft of vertical well barrel form enclosure space；It the composite can be widely applied to downhole safety field.
Description
Technical field
Coal mine shaft lining arragement construction of the present invention, belongs to downhole safety technical field.
Background technique
With the increase of exploitation of coal resources intensity, seam mining condition is increasingly sophisticated, when underground work, safety
It is placed on primary, staff must have the channel and place of escape, and general this channel is arranged in vertical, but this
The shaft construction cost of kind vertical is very high, and cost itself is directly related with the size of shaft section and depth, and pit shaft is deep
Degree is that we can not change, but the size of section layout can control, and in general, meet shaft production need
While asking, under the premise of meeting national associated safety regulation, section is smaller, and cost about saves, but does not have also in existing production
There is corresponding structure.
Summary of the invention
It is easy to use the invention overcomes the deficiencies of the prior art, and provides a kind of structure is simple, cost is reduced,
Meet specification, safe and reliable coal mine shaft lining arragement construction.
In order to solve the above-mentioned technical problem, the technical solution adopted by the present invention are as follows: a kind of coal mine shaft lining arrangement knot and work
Platform rear portion is connected, and workbench two sides are provided with carrying girder, and carrying girder is connected with workbench two sides, carries girder
It is mutually perpendicular to longitudinal bearer, connection ladder is provided between workbench and roll guard, roll guard include rear portion guard boom
Column and side roll guard, rear portion roll guard are connected with longitudinal bearer, and side roll guard is connected with carrying girder, guard boom
Column, workbench, shaft of vertical well barrel form enclosure space.
The workbench is glass fiber reinforced plastic platform.
It is connected between the rear portion roll guard and longitudinal bearer by drag hook.
The carrying girder is arranged in workbench side lower part, passes through between the carrying girder and workbench
The curved bolt of 7 words is connected.
The side roll guard of the workbench lower part is connected with carrying girder lower part by hook, the side on top
Roll guard is connected by hook with the curved bolt of 7 words.
The rear portion roll guard and side roll guard is glass fiber reinforced plastic fence.
The longitudinal bearer both ends are connected with shaft of vertical well inner wall, and connecting place is provided with big beam bracket.
Described carrying girder one end is connected with longitudinal bearer, and the other end is connected with shaft of vertical well inner wall, with shaft of vertical well
Inner wall connecting place is provided with small beam bracket.
The connection ladder is wire ladder, and the connection ladder is connected to spaced workbench, the connection ladder
With shaft of vertical well inner wall at 10 degree of angle.
The position that the connection ladder is connected with workbench is provided with manhole, and the connection ladder is connected with workbench
Position be provided with manhole.
Compared with the prior art, the invention has the following beneficial effects: using support crossbeam, support girder, workbench,
Roll guard and shaft of vertical well form enclosure space, can be convenient staff and communicate wherein, improve the safety of operation, together
When space size can be transformed according to different pit shafts, use scope is wide, strong flexibility, workbench, roll guard
Using glass steel material, low cost can satisfy safety requirements, reduce costs, and improve benefit.
Detailed description of the invention
Following further describes the present invention with reference to the drawings.
Fig. 1 is the structural diagram of the present invention schemes.
Fig. 2 is the front view of Fig. 1.
Fig. 3 is the partial enlarged view of Fig. 1.
Fig. 4 is III direction view of Fig. 3.
Fig. 5 is IV direction view of Fig. 3.
1 it is vertical in figure, 2 be workbench, 3 be longitudinal bearer, 4 be carrying girder, 5 be rear portion roll guard, 6 is side
Frontier defense barrier shielding, 7 be connection ladder, 8 be hook, 9 be the curved bolt of 7 words.
Specific embodiment
As shown in Figure 1 and Figure 2, coal mine shaft lining arragement construction of the present invention, including vertical 1, along 1 axis side of vertical in vertical 1
To arranged for interval has multiple workbenches 2 being parallel to each other, and 2 front of workbench is connected with 1 shaft wall of vertical, and work is flat
2 rear portion of platform is provided with longitudinal bearer 3, and longitudinal bearer 3 is connected with 2 rear portion of workbench, and 2 two sides of workbench are provided with carrying
Girder 4, carrying girder 4 are connected with 2 two sides of workbench, and carrying girder 4 is mutually perpendicular to longitudinal bearer 3, between workbench 2
It is provided with connection ladder 7 and roll guard, roll guard includes rear portion roll guard 5 and side roll guard 6, rear portion roll guard
5 are connected with longitudinal bearer 3, and side roll guard 6 is connected with carrying girder 4, and roll guard, work flat, 1 shaft wall group of vertical
At enclosure space, making platform 2 is glass fiber reinforced plastic platform, is connected between rear portion roll guard 5 and longitudinal bearer 3 by drag hook 8, is carried
The setting of girder 4 passes through the curved 9 phase continuous cropping of bolt of 7 words between 2 side lower part of workbench, the carrying girder 4 and work flat 2
The side roll guard 6 of 2 lower part of platform is connected with carrying 4 lower part of girder by hook 8, and the side roll guard 6 on top passes through
Hook 8 is connected with the curved bolt 9 of 7 words, and portion's roll guard 5 and side roll guard 6 are glass fiber reinforced plastic fence., both ends and 1 pit shaft of vertical
Inner wall is connected, and connecting place is provided with big beam bracket, and carrying 4 one end of girder is connected with longitudinal bearer 3, the other end and 1 pit shaft of vertical
Inner wall is connected, and 1 shaft in wall connecting place of vertical is provided with small beam bracket, and connection ladder 7 is wire ladder, and the connection ladder 7 connects
Lead to spaced workbench 2, for the connection ladder 7 with shaft of vertical well inner wall at 10 degree of angle, connection ladder 7 and work are flat
The connected position of platform 2 is provided with manhole.
In the use of the present invention, being set up according to different vertical, it may be convenient to adjust the size of workbench, lead to
It crosses load bearing beam, workbench, roll guard and shaft of vertical well inner wall group and is combined into enclosed construction, facilitate the discrepancy of personnel, structure letter
It is single, it is convenient using secured, cost is reduced, securely and reliably.
The embodiment of the present invention is explained in detail above in conjunction with attached drawing, but the present invention is not limited to above-mentioned implementations
Example, within the knowledge of a person skilled in the art, can also make without departing from the purpose of the present invention
Various change out.
Claims (10)
1. coal mine shaft lining arragement construction, including vertical (1), it is characterised in that: along vertical (1) axis direction in vertical (1),
Every being disposed with multiple workbenches (2) being parallel to each other, workbench (2) front is connected with vertical (1) shaft wall, and work is flat
Platform (2) rear portion is provided with longitudinal bearer (3), and longitudinal bearer (3) is connected with workbench (2) rear portion, workbench (2) two sides
It is provided with carrying girder (4), carrying girder (4) is connected with workbench (2) two sides, carries girder (4) and longitudinal bearer (3) phase
It is mutually vertical, be provided with connection terraced (7) and roll guard between workbench (2), roll guard include rear portion roll guard (5) and
Side roll guard (6), rear portion roll guard (5) are connected with longitudinal bearer (3), side roll guard (6) and carrying girder (4)
It is connected, roll guard, workbench (2), vertical (1) shaft wall form enclosure space.
2. a kind of coal mine shaft lining wellbore arrangement structure according to claim 1, it is characterised in that: the workbench
It (2) is glass fiber reinforced plastic platform.
3. a kind of coal mine shaft lining wellbore arrangement structure according to claim 1, it is characterised in that: the rear portion guard boom
It is connected between column (5) and longitudinal bearer (3) by drag hook (8).
4. a kind of coal mine shaft lining wellbore arrangement structure according to claim 1, it is characterised in that: the carrying girder
(4) it is arranged between workbench (2) side lower part, the carrying girder (4) and workbench (2) and passes through the curved bolt of 7 words
(9) it is connected.
5. a kind of coal mine shaft lining wellbore arrangement structure according to claim 4, it is characterised in that: the workbench
(2) the side roll guard (6) of lower part is connected with carrying girder (4) lower part by linking up with (8), the side roll guard on top
(6) it is connected by linking up with (8) with the curved bolt of 7 words (9).
6. a kind of coal mine shaft lining wellbore arrangement structure according to claim 1, it is characterised in that: the rear portion guard boom
Column (5) and side roll guard (6) are glass fiber reinforced plastic fence.
7. a kind of coal mine shaft lining wellbore arrangement structure according to claim 1, it is characterised in that: the longitudinal bearer
(3) both ends are connected with vertical (1) shaft in wall, and connecting place is provided with big beam bracket.
8. a kind of coal mine shaft lining wellbore arrangement structure according to claim 1, it is characterised in that: the carrying girder
(4) one end is connected with longitudinal bearer (3), and the other end is connected with vertical (1) shaft in wall, with vertical (1) shaft in wall connecting place
It is provided with small beam bracket.
9. a kind of coal mine shaft lining wellbore arrangement structure according to claim 1, it is characterised in that: the connection is terraced (7)
For wire ladder, the connection terraced (7) is connected to spaced workbench (2), in the connection terraced (7) and shaft of vertical well
Wall is at 10 degree of angle.
10. a kind of coal mine shaft lining wellbore arrangement structure according to claim 9, it is characterised in that: the connection is terraced (7)
The position being connected with workbench (2) is provided with manhole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910517199.8A CN110159297B (en) | 2019-07-09 | 2019-07-09 | Coal mine vertical shaft arrangement structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910517199.8A CN110159297B (en) | 2019-07-09 | 2019-07-09 | Coal mine vertical shaft arrangement structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110159297A true CN110159297A (en) | 2019-08-23 |
| CN110159297B CN110159297B (en) | 2023-12-01 |
Family
ID=67625823
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910517199.8A Active CN110159297B (en) | 2019-07-09 | 2019-07-09 | Coal mine vertical shaft arrangement structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110159297B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114809762A (en) * | 2022-06-29 | 2022-07-29 | 煤炭工业太原设计研究院集团有限公司 | Totally-enclosed coal storage yard under complex terrain and geological conditions and enclosing method |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1486538A (en) * | 1965-06-19 | 1967-06-30 | Nat Res Dev | Security fence |
| DE10257560A1 (en) * | 2002-03-20 | 2003-10-02 | Tracto Technik | platform |
| JP2004036178A (en) * | 2002-07-02 | 2004-02-05 | Shimizu Corp | Method for assembling deck unit |
| JP2007032098A (en) * | 2005-07-27 | 2007-02-08 | Nippon Steel Corp | Method of connecting between large beam and small beam, and connection structure between the same |
| JP2008215019A (en) * | 2007-03-07 | 2008-09-18 | Kobe Steel Ltd | Shaft structure |
| JP3167847U (en) * | 2011-03-01 | 2011-05-19 | 米沢電気工事株式会社 | Fall prevention fence for construction holes |
| WO2013147652A2 (en) * | 2012-03-30 | 2013-10-03 | Общество с ограниченной ответственностью "Инженерное бюро Юркевича" | Metro station and method for constructing same |
| DE102013018796A1 (en) * | 2013-11-11 | 2015-05-13 | Deilmann-Haniel Shaft Sinking Gmbh | Method and platform for the shaft extension |
| KR101854660B1 (en) * | 2017-08-09 | 2018-05-03 | 우경기술주식회사 | Closed tunnel filler part reinforcement structure using large diameter steel pipe and construction method thereof |
| CN210127855U (en) * | 2019-07-09 | 2020-03-06 | 煤炭工业太原设计研究院集团有限公司 | Coal mine vertical shaft arrangement structure |
-
2019
- 2019-07-09 CN CN201910517199.8A patent/CN110159297B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR1486538A (en) * | 1965-06-19 | 1967-06-30 | Nat Res Dev | Security fence |
| DE10257560A1 (en) * | 2002-03-20 | 2003-10-02 | Tracto Technik | platform |
| JP2004036178A (en) * | 2002-07-02 | 2004-02-05 | Shimizu Corp | Method for assembling deck unit |
| JP2007032098A (en) * | 2005-07-27 | 2007-02-08 | Nippon Steel Corp | Method of connecting between large beam and small beam, and connection structure between the same |
| JP2008215019A (en) * | 2007-03-07 | 2008-09-18 | Kobe Steel Ltd | Shaft structure |
| JP3167847U (en) * | 2011-03-01 | 2011-05-19 | 米沢電気工事株式会社 | Fall prevention fence for construction holes |
| WO2013147652A2 (en) * | 2012-03-30 | 2013-10-03 | Общество с ограниченной ответственностью "Инженерное бюро Юркевича" | Metro station and method for constructing same |
| DE102013018796A1 (en) * | 2013-11-11 | 2015-05-13 | Deilmann-Haniel Shaft Sinking Gmbh | Method and platform for the shaft extension |
| KR101854660B1 (en) * | 2017-08-09 | 2018-05-03 | 우경기술주식회사 | Closed tunnel filler part reinforcement structure using large diameter steel pipe and construction method thereof |
| CN210127855U (en) * | 2019-07-09 | 2020-03-06 | 煤炭工业太原设计研究院集团有限公司 | Coal mine vertical shaft arrangement structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114809762A (en) * | 2022-06-29 | 2022-07-29 | 煤炭工业太原设计研究院集团有限公司 | Totally-enclosed coal storage yard under complex terrain and geological conditions and enclosing method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110159297B (en) | 2023-12-01 |
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