CN1661198A - Shockproof houses - Google Patents

Shockproof houses Download PDF

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Publication number
CN1661198A
CN1661198A CN 200510045795 CN200510045795A CN1661198A CN 1661198 A CN1661198 A CN 1661198A CN 200510045795 CN200510045795 CN 200510045795 CN 200510045795 A CN200510045795 A CN 200510045795A CN 1661198 A CN1661198 A CN 1661198A
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CN
China
Prior art keywords
shockproof
houses
canopy
bump
chamber
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
Application number
CN 200510045795
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Chinese (zh)
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CN100389245C (en
Inventor
尹亮
孙鹏
李国宏
刘军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
FUSHUN MINING IND GROUP Co Ltd
Original Assignee
FUSHUN MINING IND GROUP Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by FUSHUN MINING IND GROUP Co Ltd filed Critical FUSHUN MINING IND GROUP Co Ltd
Priority to CNB2005100457959A priority Critical patent/CN100389245C/en
Publication of CN1661198A publication Critical patent/CN1661198A/en
Application granted granted Critical
Publication of CN100389245C publication Critical patent/CN100389245C/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

An impact-proof house is prepared by digging 2m depth of chamber at watching post in impact geopressure area, applying 'O' shape support, driving roofbolt of 2m into coal layer in 0.7 m of shedding distance, tieing up three rows of yokes, inlaying the backing plate and setting foam rubber shock absorption board in the house, wrapping flameproof tubular cloth on outer shell, fixing shock absorption plate on shed to enclose chamber completely and setting enough pressure air units for selfsaving.

Description

Shockproof houses
One, technical field
A kind of security protection facility of industry to underground operators the present invention relates to dig up mine.
Two, background technology
Coal mine rock burst is that the down-hole country rock destroys suddenly, causes strenuous vibration and presses to manifest with a kind of ore deposit that a large amount of coal (rock) pieces are dished out, and be a kind of dynamic disaster of serious threat Safety of Coal Mine Production.Ji Zai bump occurs in Nanshi's tower good fortune colliery of Britain in 1738 the earliest.Now, in more than 20 countries and regions such as China, South Africa, Russia, Poland, the U.S., Germany, Japan all in the threat of pressing in varying degrees with being hit.All there is the bump disaster in mineral bureaus such as Beijing of China, Datong District, Fushun, Beipiao City, Yan Zhou, Zaozhuang, Xuzhou.Mining depth reaches the threat that the above most of mines of 500m all are subjected to bump to some extent.
In the bump generating process, cause large tracts of land roof fall, pucking, the tunnel roof and floor of work plane to close up,, then may produce injury, even cause death it if having the people to work in generation area.Studies show that behind the generation bump, the main position of injury to personnel is a brain, accounts for more than 90%; Next is the mechanical failure of chest, comprises that rib fractures, and accounts for 60%; And internal's damage mainly is lung, the heart, stomach etc., accounts for 19%; Secondly be fractureing of upper and lower limb again, also account for 19%.This mainly is that the vibration frequency of each organ of human body is consistent with the vibration frequency of bump, produces that resonance causes.And the oscillatory acceleration that bump produces makes human impact's object, causes resonance personnel's injures and deaths.Result of study shows, the energy that discharges in vibrations is greater than 10 5Under the situation of J (1.7 grades of Richter scales), the vibration amplitude of oscillatory acceleration may from 2 to 100, even greater than 1000m/S 2
Press on the research direction on impact ground both at home and abroad, mainly concentrates on three aspects: the one, and the research of bump genesis mechanism; The 2nd, the research of bump hazard assessment, monitoring and prediction technology; The 3rd, the research of bump control measures.Yet because the bump genesis mechanism is very complicated, the bump problem remains a difficult problem that does not thoroughly solve as yet at present both at home and abroad, presses still on a lot of mine damaging impact ground and often takes place.Simultaneously, in existing bump hazard area operation place, there is not the safety prevention measure of special protecting against shock injury.
Three, summary of the invention
In order to reduce the casualties and the extent of injury of pressing harm to cause with being hit, the invention provides a kind of Shockproof houses, the space of hiding of safety is provided for the operating personnel in the bump zone, make the operating personnel in the bump generating process, when jolting collision, escape injury, thereby reduced the personal injury that brings because of bump significantly, reached the purpose of safety in production.
The technical solution used in the present invention is: adopt to reach deeply apart from face of land 500m or bump generation intensity at mine and reach Richter scale more than 1.5 grades the time, place, guard's property post in the bump zone, select ature of coal to construct Shockproof houses than benefit, its construction method is: the dark chamber of pick 2m, the supporting of " O " type of employing, canopy is apart from 0.7m, squeeze into the coal seam with the long anchor pole of 2m by the 0.7m spacing all around, the firm backboard of the tight edge of edge is installed the sponge vibration damper plate in the triplex row of the having stopped yoke, Shockproof houses, crust is wrapped with fire-retardant wind resistance tube cloth, the sponge vibration damper plate is fixed on the shed, and guarantees in the chamber the full section bag jail of obturaging, Shockproof houses is indoor to be installed more than the compressed air self-help of hiding personnel amount.
Because use anchor net " O " type canopy composite support, when bump took place, because supporting intensity is big in the Shockproof houses, it was less to be damaged, and can keep enough living spaces.Personnel jolt and when colliding, the vibration damper plate buffering are arranged, and can not injure.Both made the external world by the situation of shutoff under, also can utilize compressed-air system to wait for rescue safely.
Four, description of drawings
Fig. 1 is a longitudinal sectional view of the present invention;
Fig. 2 is a transverse sectional view of the present invention.
Five, the specific embodiment
In there is the danger of burst zone down-hole, fixed operation personnel operating location is arranged, build this Shockproof houses, at first tunnel the 2m tunnel, section is No.3.5, presses between 700mm, the full section of array pitch arranges resin half long anchoring rod 1, spreads and is just compiling wire lath; Press the 700mm canopy apart from back of the body No.3.5 (29U) " O " type canopy 3, three road clamps on the clinch, last four road iron lacing wires are fixed between canopy, the two groups Double Tops yoke 2 of stopping; Shop backboard 4 in the iron canopy, the use row of mixing greatly is tight, is fixed on the shed with wire rope, installs 1 * 2 * 0.2m sponge vibration damper plate 5 on the backboard; Adopt nylon rope 6 that every vibration damper plate is fixed on the shed, and guarantee in the chamber that the full section bag of obturaging is firm; Connect the compressed air self-help of establishing sufficient amount.Fixedly the number of seeing operating personnel can operation in Shockproof houses, and near other operating personnels can enter the protecting against shock layer and take refuge when bump danger takes place.

Claims (2)

1, a kind of Shockproof houses, it is characterized in that: adopt to reach deeply at mine and reach Richter scale more than 1.5 grades the time apart from face of land 500m or bump generation intensity, place, guard's property post in the bump zone, select ature of coal to construct Shockproof houses than benefit, its construction method is: the dark chamber of pick 2m, adopt " O " type canopy (3) supporting, canopy is apart from 0.7m, squeeze into the coal seam with the long anchor pole of 2m (1) by the 0.7m spacing all around, the triplex row of having stopped yoke (2), the tight edge of edge firm backboard (4) in the Shockproof houses, install sponge vibration damper plate (5), crust is wrapped with fire-retardant wind resistance tube cloth, and vibration damper plate is fixed on the shed, with the bag jail of obturaging of full section in the chamber, Shockproof houses is indoor to be installed more than the compressed air self-help of hiding personnel amount.
2, Shockproof houses according to claim 1 is characterized in that: the chamber drift section is No.3.5, presses between 700mm, the full section of array pitch arranges resin half long anchoring rod (1), spreads and is just compiling wire lath; Press the 700mm canopy apart from back of the body No.3.5 (29U) " O " type canopy (3), three road clamps on the clinch, last four road iron lacing wires are fixed between canopy, two groups Double Tops of stopping; Shop backboard (4) in the iron canopy, the use row of mixing greatly is tight, is fixed on the shed with wire rope, installs 1 * 2 * 0.2m sponge vibration damper plate (5) on the backboard.
CNB2005100457959A 2005-01-29 2005-01-29 Shockproof houses Expired - Fee Related CN100389245C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNB2005100457959A CN100389245C (en) 2005-01-29 2005-01-29 Shockproof houses

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNB2005100457959A CN100389245C (en) 2005-01-29 2005-01-29 Shockproof houses

Publications (2)

Publication Number Publication Date
CN1661198A true CN1661198A (en) 2005-08-31
CN100389245C CN100389245C (en) 2008-05-21

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNB2005100457959A Expired - Fee Related CN100389245C (en) 2005-01-29 2005-01-29 Shockproof houses

Country Status (1)

Country Link
CN (1) CN100389245C (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7533942B2 (en) 2006-02-27 2009-05-19 Kennedy Metal Products & Buildings, Inc. Mine refuge
US8007047B2 (en) 2006-02-27 2011-08-30 Kennedy Metal Products & Buildings, Inc. Mine refuge
WO2012174690A1 (en) * 2011-06-23 2012-12-27 Han Xuefeng Mobile steel refuge chamber
US8678515B2 (en) 2006-02-27 2014-03-25 Kennedy Metal Products & Buildings, Inc. Mine refuge

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU672351A1 (en) * 1978-04-04 1979-07-05 Всесоюзный научно-исследовательский институт золота и редких металлов Movable shelter for powdermen
FR2610367B1 (en) * 1987-01-29 1991-09-27 Lacour Rene SURVIVAL DEVICE FOR MINE GALLERY
SU1513156A1 (en) * 1988-01-27 1989-10-07 Криворожский горнорудный институт Device for damping air pressure waves in underground mine working

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7533942B2 (en) 2006-02-27 2009-05-19 Kennedy Metal Products & Buildings, Inc. Mine refuge
US8007047B2 (en) 2006-02-27 2011-08-30 Kennedy Metal Products & Buildings, Inc. Mine refuge
US8678515B2 (en) 2006-02-27 2014-03-25 Kennedy Metal Products & Buildings, Inc. Mine refuge
WO2012174690A1 (en) * 2011-06-23 2012-12-27 Han Xuefeng Mobile steel refuge chamber

Also Published As

Publication number Publication date
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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20080521

Termination date: 20170129

CF01 Termination of patent right due to non-payment of annual fee