CN103256066B - Anti-cracking air-return vertical shaft - Google Patents
Anti-cracking air-return vertical shaft Download PDFInfo
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- CN103256066B CN103256066B CN201310127712.5A CN201310127712A CN103256066B CN 103256066 B CN103256066 B CN 103256066B CN 201310127712 A CN201310127712 A CN 201310127712A CN 103256066 B CN103256066 B CN 103256066B
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- vertical shaft
- collar tie
- cage
- tie beam
- air
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Abstract
The invention discloses an anti-cracking air-return vertical shaft, and solves the problem that an existing air-return vertical shaft is easy to crack. The anti-cracking air-return vertical shaft comprises a conical upper lock ring beam reinforcing cage (4) is arranged in the shaft wall of a cylindrical air-return vertical shaft (1) above a fan drift connecting port (3), an invertedly-conical lower lock ring reinforcing cage (8) is arranged in the shaft wall of the cylindrical air-return vertical shaft (1) below the fan drift connecting port (3), a front vertical-column reinforcing cage (12) is arranged in the shaft wall of the cylindrical air-return vertical shaft (1) in front of the fan drift connecting port (3), and a rear vertical column reinforcing cage (13) is arranged in the shaft wall of the cylindrical air-return vertical shaft (1) behind the fan drift connecting port (3). A hidden beam and column structure is added in the shaft wall of the air-return vertical shaft in a coal mine, so that cracking of the shaft is effectively avoided.
Description
Technical field
The present invention relates to a kind of return air shafts, particularly a kind of return air shafts overcoming the active force of inclination wind cave.
Background technology
Return air shafts is generally linked together by the air channel of wind cave and ground blower fan.For reducing flowing resistance, angle between wind cave and return air shafts generally gets about 45 degree, cause return air shafts and wind cave junction stress is very concentrated, ftracture to prevent from producing between the pit shaft of return air shafts and wind cave, traditional method between wind cave and the pit shaft of return air shafts, adopts reinforcing bar to connect stubble be connected concrete support mode and build, because wind cave is in tilted layout, the horizontal component of the weight of wind cave own can be applied directly to the air outlet place of air-return vertical shaft, easily cause air-return vertical shaft to ftracture, have influence on the safe ventilation of mine.
Summary of the invention
The invention provides a kind of return air shafts of anticracking, solve the technical problem that existing air-return vertical shaft easily produces cracking.
The present invention solves above technical problem by the following technical programs:
A kind of return air shafts of anticracking, comprise cylindrical shape air-return vertical shaft and wind cave, cylindrical shape air-return vertical shaft is provided with wind cave connector, be provided with fore shaft collar tie beam on taper shape in the barrel of the cylindrical shape air-return vertical shaft above wind cave connector and strengthen cage, on taper shape, cage strengthened by fore shaft collar tie beam is by upper interior collar tie beam muscle, upper cycle beam muscle and upper reducing collar tie beam right-angled trapezium dowel composition, be provided with turbination in the barrel of the cylindrical shape air-return vertical shaft of the below of wind cave connector under, cage strengthened by fore shaft collar tie beam, under turbination, cage strengthened by fore shaft collar tie beam is by lower interior collar tie beam muscle, lower cycle beam muscle and lower reducing collar tie beam right-angled trapezium dowel composition, in the barrel of the cylindrical shape air-return vertical shaft of the front side of wind cave connector, be provided with front column strengthen cage, it is by front outside stud that front column strengthens cage, front inner side stud and front right-angled trapezium horizontal loop muscle composition, in the barrel of the cylindrical shape air-return vertical shaft of the rear side of wind cave connector, be provided with rear column strengthen cage, it is by rear outside stud that rear column strengthens cage, rear inner side stud and rear right-angled trapezium horizontal loop muscle composition.
In upper, collar tie beam muscle is 5, and upper cycle beam muscle is 3, and lower interior collar tie beam muscle is 3, and lower cycle beam muscle is 5, and front outside stud and rear outside stud are 5, and front inner side stud and rear inner side stud are 3.
The present invention adds dark beam and sleeper structure in the well bore wall of the return air shafts of mine, efficiently avoid the generation of pit shaft cracking, improves the security reliability of mine ventilation system, achieve good result.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the present invention's A direction view in FIG;
Fig. 3 is that the present invention B-B is in FIG to sectional view.
Detailed description of the invention
A kind of return air shafts of anticracking, comprise cylindrical shape air-return vertical shaft 1 and wind cave 2, cylindrical shape air-return vertical shaft 1 is provided with wind cave connector 3, be provided with fore shaft collar tie beam on taper shape in the barrel of the cylindrical shape air-return vertical shaft 1 above wind cave connector 3 and strengthen cage 4, on taper shape, cage 4 strengthened by fore shaft collar tie beam is by upper interior collar tie beam muscle 5, upper cycle beam muscle 6 and upper reducing collar tie beam right-angled trapezium dowel 7 form, be provided with turbination in the barrel of the cylindrical shape air-return vertical shaft 1 of the below of wind cave connector 3 under, cage 8 strengthened by fore shaft collar tie beam, under turbination, cage 8 strengthened by fore shaft collar tie beam is by lower interior collar tie beam muscle 9, lower cycle beam muscle 10 and lower reducing collar tie beam right-angled trapezium dowel 11 form, in the barrel of the cylindrical shape air-return vertical shaft 1 of the front side of wind cave connector 3, be provided with front column strengthen cage 12, it is by front outside stud 14 that front column strengthens cage 12, front inner side stud 15 and front right-angled trapezium horizontal loop muscle 16 form, in the barrel of the cylindrical shape air-return vertical shaft 1 of the rear side of wind cave connector 3, be provided with rear column strengthen cage 13, it is by rear outside stud 17 that rear column strengthens cage 13, rear inner side stud 18 and rear right-angled trapezium horizontal loop muscle 19 form.
In upper, collar tie beam muscle 5 is 5, and upper cycle beam muscle 6 is 3, and lower interior collar tie beam muscle 9 is 3, and lower cycle beam muscle 10 is 5, and front outside stud 14 and rear outside stud 17 are 5, and front inner side stud 15 and rear inner side stud 18 are 3.
On taper shape of the present invention, fore shaft collar tie beam is strengthened cage 4 and also be can be described as the dark girder construction in top, and it adopts No. 20 galvanized wire colligations to form by 3 inner side φ 18 screw-thread steels of spacing 200 millimeters and 5 outside φ 18 screw-thread steels of spacing 200 millimeters and the screw-thread steel of 1 φ 12.Under turbination of the present invention, fore shaft collar tie beam is strengthened cage 8 and also be can be described as the dark girder construction in bottom, and it adopts No. 20 galvanized wire colligations to form by 5 inner side φ 18 screw-thread steels of spacing 200 millimeters and 3 outside φ 18 screw-thread steels of spacing 200 millimeters and the screw-thread steel of 1 φ 12.
Front column of the present invention strengthens the left sleeper that cage 12 is namely arranged in the cylindrical shell of the side of air outlet 3, and rear column of the present invention strengthens the right sleeper that cage 13 is namely arranged in the cylindrical shell of the opposite side of air outlet 3.Left and right sleeper structure is by screw-thread steel (7) employing No. 20 galvanized wire colligations compositions of φ 18 screw-thread steel of 5 inner side spacing 200 millimeters, φ 18 screw-thread steel of 3 outside spacing 200 millimeters and 1 φ 12.
Under on taper shape, fore shaft collar tie beam strengthens cage 4, turbination, the power transmission stiffener system that cage 8, front column reinforcement cage 12 and rear column reinforcement cage 13 constitute wind cave connector 3 jointly strengthened by fore shaft collar tie beam, be particularly suitable for the acclivitous architectural feature of wind cave connector 3, the gravity of the wind cave making 45 degree to tilt is transmitted Sum decomposition effectively, thoroughly solve because wind cave is in tilted layout, the horizontal component of the weight of wind cave own can be applied directly to the air outlet place of air-return vertical shaft, easily causes the difficult problem that air-return vertical shaft ftractures.
Claims (2)
1. the return air shafts of an anticracking, comprise cylindrical shape air-return vertical shaft (1) and wind cave (2), cylindrical shape air-return vertical shaft (1) is provided with wind cave connector (3), it is characterized in that, in the barrel of the cylindrical shape air-return vertical shaft (1) of the top of wind cave connector (3), be provided with conical upper fore shaft collar tie beam strengthen cage (4), on taper shape, cage (4) strengthened by fore shaft collar tie beam is by upper interior collar tie beam muscle (5), upper cycle beam muscle (6) and upper reducing collar tie beam right-angled trapezium dowel (7) composition, be provided with turbination in the barrel of the cylindrical shape air-return vertical shaft (1) of the below of wind cave connector (3) under, cage (8) strengthened by fore shaft collar tie beam, under turbination, cage (8) strengthened by fore shaft collar tie beam is by lower interior collar tie beam muscle (9), lower cycle beam muscle (10) and lower reducing collar tie beam right-angled trapezium dowel (11) composition, in the barrel of the cylindrical shape air-return vertical shaft (1) of the front side of wind cave connector (3), be provided with front column strengthen cage (12), it is by front outside stud (14) that front column strengthens cage (12), front inner side stud (15) and front right-angled trapezium horizontal loop muscle (16) composition, in the barrel of the cylindrical shape air-return vertical shaft (1) of the rear side of wind cave connector (3), be provided with rear column strengthen cage (13), it is by rear outside stud (17) that rear column strengthens cage (13), rear inner side stud (18) and rear right-angled trapezium horizontal loop muscle (19) composition.
2. the return air shafts of a kind of anticracking according to claim 1, it is characterized in that, in upper, collar tie beam muscle (5) is 5, upper cycle beam muscle (6) is 3, in lower, collar tie beam muscle (9) is 3, lower cycle beam muscle (10) is 5, and front outside stud (14) and rear outside stud (17) are 5, and front inner side stud (15) and rear inner side stud (18) are 3.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201310127712.5A CN103256066B (en) | 2013-04-10 | 2013-04-10 | Anti-cracking air-return vertical shaft |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201310127712.5A CN103256066B (en) | 2013-04-10 | 2013-04-10 | Anti-cracking air-return vertical shaft |
Publications (2)
Publication Number | Publication Date |
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CN103256066A CN103256066A (en) | 2013-08-21 |
CN103256066B true CN103256066B (en) | 2015-07-22 |
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ID=48960243
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Application Number | Title | Priority Date | Filing Date |
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CN201310127712.5A Expired - Fee Related CN103256066B (en) | 2013-04-10 | 2013-04-10 | Anti-cracking air-return vertical shaft |
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CN (1) | CN103256066B (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN109630179B (en) * | 2018-12-18 | 2020-04-14 | 中煤第一建设有限公司 | Combined construction method for permanent locking notch of return air vertical shaft and pile wall of wind tunnel |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2057541A (en) * | 1979-08-30 | 1981-04-01 | Kajima Corp | Building a shaft on a submerged tunnel |
SU1203246A1 (en) * | 1984-06-14 | 1986-01-07 | Криворожский Ордена Трудового Красного Знамени Горно-Рудный Институт | Method and apparatus for airing blind mine workings |
CN1078016A (en) * | 1993-01-15 | 1993-11-03 | 山西矿业学院 | All supporting type well rigs of vertical borehole wall ring and job practices thereof |
CN101418703A (en) * | 2008-11-02 | 2009-04-29 | 生瑞涛 | A kind of mine safety evacuation complete plant and manufacture method thereof |
CN201486579U (en) * | 2009-08-26 | 2010-05-26 | 中冶集团华冶资源开发有限责任公司 | Drilling anchor rod hole positioning device |
RU120708U1 (en) * | 2012-06-07 | 2012-09-27 | Александр Илларионович Плугин | TECHNICAL COMPLEX FOR CREATION OF ASSCURING ATMOSPHERIC FLOWS |
CN202810856U (en) * | 2012-09-11 | 2013-03-20 | 温洪志 | Sinking platform rubber wheel limiting device |
CN203248182U (en) * | 2013-04-10 | 2013-10-23 | 山西晋城煤业集团勘察设计院有限公司 | Anti-cracking air return vertical shaft |
-
2013
- 2013-04-10 CN CN201310127712.5A patent/CN103256066B/en not_active Expired - Fee Related
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
GB2057541A (en) * | 1979-08-30 | 1981-04-01 | Kajima Corp | Building a shaft on a submerged tunnel |
SU1203246A1 (en) * | 1984-06-14 | 1986-01-07 | Криворожский Ордена Трудового Красного Знамени Горно-Рудный Институт | Method and apparatus for airing blind mine workings |
CN1078016A (en) * | 1993-01-15 | 1993-11-03 | 山西矿业学院 | All supporting type well rigs of vertical borehole wall ring and job practices thereof |
CN101418703A (en) * | 2008-11-02 | 2009-04-29 | 生瑞涛 | A kind of mine safety evacuation complete plant and manufacture method thereof |
CN201486579U (en) * | 2009-08-26 | 2010-05-26 | 中冶集团华冶资源开发有限责任公司 | Drilling anchor rod hole positioning device |
RU120708U1 (en) * | 2012-06-07 | 2012-09-27 | Александр Илларионович Плугин | TECHNICAL COMPLEX FOR CREATION OF ASSCURING ATMOSPHERIC FLOWS |
CN202810856U (en) * | 2012-09-11 | 2013-03-20 | 温洪志 | Sinking platform rubber wheel limiting device |
CN203248182U (en) * | 2013-04-10 | 2013-10-23 | 山西晋城煤业集团勘察设计院有限公司 | Anti-cracking air return vertical shaft |
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Granted publication date: 20150722 Termination date: 20190410 |