CN102587943A - Method for quickly mounting capsule resin on separation area of top plate - Google Patents
Method for quickly mounting capsule resin on separation area of top plate Download PDFInfo
- Publication number
- CN102587943A CN102587943A CN201210071935XA CN201210071935A CN102587943A CN 102587943 A CN102587943 A CN 102587943A CN 201210071935X A CN201210071935X A CN 201210071935XA CN 201210071935 A CN201210071935 A CN 201210071935A CN 102587943 A CN102587943 A CN 102587943A
- Authority
- CN
- China
- Prior art keywords
- pipe
- anchoring agent
- resin anchoring
- district
- anchor
- 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
- 239000011347 resin Substances 0.000 title claims abstract description 31
- 229920005989 resin Polymers 0.000 title claims abstract description 31
- 238000000034 method Methods 0.000 title claims abstract description 24
- 239000002775 capsule Substances 0.000 title abstract 4
- 238000000926 separation method Methods 0.000 title abstract 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 10
- 239000011435 rock Substances 0.000 claims abstract description 8
- 229910052742 iron Inorganic materials 0.000 claims abstract description 5
- 238000004873 anchoring Methods 0.000 claims description 31
- 239000003795 chemical substances by application Substances 0.000 claims description 31
- 230000032798 delamination Effects 0.000 claims description 10
- 238000009434 installation Methods 0.000 claims description 5
- 210000001503 joint Anatomy 0.000 claims description 4
- 230000001351 cycling effect Effects 0.000 claims description 3
- 230000000717 retained effect Effects 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 2
- 229920000915 polyvinyl chloride Polymers 0.000 abstract 2
- 239000004800 polyvinyl chloride Substances 0.000 abstract 2
- 230000002787 reinforcement Effects 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000003245 coal Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The invention discloses a method for quickly mounting capsule resin on a separation area of a roadway, a stope or a chamber in an anchor bolt and anchor cable supporting process. The method includes steps of inserting a PVC (polyvinyl chloride) or PPR (pentatricopeptide repeats) or sheet iron pipe with the outer diameter of 26mm and the inner diameter larger than 24mm in drill holes in advance until the pipe penetrates through the drilled holes of upper and lower rock strata of the separation area, holding the pipe by an operator via hands, and inserting the capsule resin into the pipe until the required capsule resin are totally inserted in the pipe; and inserting an anchor bolt or anchor cable into the pipe, starting a jumbolter, mounting the anchor bolt or anchor cable to an appointed position, unplugging the pipe after 5 minutes, and then mounting an anchor bolt or anchor cable tray to realize normal supporting. If another method is used for the separation area, safe and quick construction is difficult to be guaranteed. After the method is adopted, anchor bolt or anchor cable reinforcement can be carried out safely and quickly.
Description
Technical field
The present invention relates to a kind of roof delamination district resin anchoring agent method for rapidly mounting; Especially relate to a kind of in the tunnel, stope or chamber absciss layer district carry out the resin anchoring agent method for rapidly mounting in anchor pole, the cable bolting process, be used for the big zone of absciss layer that the underground geotechnical engineering in departments such as mine, building, water conservancy, railways adopts anchor pole, cable bolting process to run into and resin anchoring agent be installed comparatively under the situation of difficult.
Background technology
In the underground geotechnical engineering of departments such as mine, building, water conservancy, railway; If the support pattern that adopts is improper, tunnel or chamber pick open the back supporting untimely or receive mining influence after, back is easy to take place absciss layer, causes roadway deformation bigger; Bring hidden danger to safety in production; Therefore, just need expand and repair and reinforce, mend dozen anchor pole and anchor cable exactly and reinforce the most frequently used method to the tunnel; Mostly common in the market resin anchoring agent is that 500mm～600mm is long; And resin anchoring agent has certain flexible and easy crooked (see figure 1), so just give the anchoring agent mounting strap certain difficulty, if this type of regional dealing with improperly; Great amount of manpower and material have not only been wasted; Influence reinforcing speed, sometimes even missed the chance of best Strengthening Roof, back safety can not get ensureing; Must take special installation measure, could safely and fast the anchoring agent be in place.
Summary of the invention
Technical problem to be solved by this invention be how big absciss layer district (being meant that generally the absciss layer height is greater than 200mm) resin anchoring agent situation about having difficulties is installed; The method of Fast Installation roof delamination district resin anchoring agent; The coal mine roadway anchor pole that the present invention relates to, cable bolting are installed bore diameter and are generally 30～32mm, and anchor pole, anchor cable diameter are generally between 18～22mm.
In order to solve the problems of the technologies described above, the present invention provides a kind of roof delamination district resin anchoring agent method for rapidly mounting, and said roof delamination district resin anchoring agent method for rapidly mounting may further comprise the steps:
Step 1, be 26mm with external diameter in advance, internal diameter becomes the length section shape more smaller than head-room greater than the pipe intercepting of 24mm, and the pipe connecting hole of wearing is brought into work plane with subsequent use respectively stamping four apart from the position of pipe two cephalic par 5mm;
Further, said pipe is PVC, PPR or sheet iron pipe.
Further, according to said step 1-4, cycling just can be accomplished the Fast Installation that whole absciss layer district carries out resin anchoring agent in anchor pole, the cable bolting process.
Beneficial effect of the present invention is:
Technical scheme of the present invention adopts pipe to pass in the boring in the upper and lower rock stratum, absciss layer district, the anchoring agent is inserted, because the support of pipe again; It is smooth to add tube wall, is beneficial to the anchoring agent and inserts fast, like this; Realized rapid construction, thereby back safety is protected.
Below in conjunction with the accompanying drawing and the specific embodiment the present invention is described in further detail.
Description of drawings
Fig. 1 is the sketch map that prior art is installed resin anchoring agent;
Fig. 2 is the sketch map that the present invention installs resin anchoring agent;
Fig. 3 is PVC, PPR or the sheet iron pipe butt joint sketch map that adopts among the present invention;
Fig. 4 is the A-A sectional view of Fig. 3.
Among the figure: 1, absciss layer district; 2, boring; 3, resin anchoring agent; 4, pipe; 5, pipe connecting hole; 6, thin wire.
The specific embodiment
As shown in Figure 2; Roof delamination provided by the invention district resin anchoring agent method for rapidly mounting; This method may further comprise the steps: the first step, be 26mm with external diameter in advance; Internal diameter becomes the length section shape more smaller than head-room (oversizely to be not easy to bring into working space greater than pipe 4 (this pipe is PVC, PPR or the sheet iron pipe) intercepting of 24mm; Too short section with section be connected more time-consuming), and four hole (see figure 3)s of wearing are brought into work plane with subsequent use respectively stamping apart from the position of 4 liang of cephalic par 5mm of pipe;
Second step: the constructor stands in boring 2 belows, pipe 4 is inserted boring 2, till pipe passes the boring 2 in the 1 upper and lower rock stratum, absciss layer district; Not enough like pipe 4 length; Just another root pipe 4 is docked with it; And pass four groups of corresponding pipe connecting holes 5 of the two tubes 4 of butt joint and tighten with the thin wire 6 of four 0.5mm, and continue to insert pipe 4, repeat this step; Pass up to pipe till the boring of upper and lower rock stratum, absciss layer district, and guarantee that pipe is retained in more than the outside 100mm of boring;
The 3rd step: a human is held pipe in hand, and a people inserts resin anchoring agent 3 from pipe 4 inside, till the resin anchoring agent 3 of needs all inserts;
The 4th step: anchor pole or anchor cable are inserted from pipe 4 inside, start jumbolter, anchor pole or anchor cable are mounted in the absciss layer district mantlerock, wait for after 5 minutes that pipe is extracted, and skyhook or anchor cable pallet carry out normal supporting;
The 5th step: according to aforementioned 1-4 step, cycling just can be accomplished the Fast Installation that whole absciss layer district 1 carries out resin anchoring agent 3 in anchor pole, the cable bolting process.
Protection domain of the present invention is not limited to the foregoing description, and every conspicuous technology distortion of doing according to know-why of the present invention all falls within protection scope of the present invention.
Claims (3)
1. a roof delamination district resin anchoring agent method for rapidly mounting is characterized in that, said roof delamination district resin anchoring agent method for rapidly mounting may further comprise the steps:
Step 1, be 26mm with external diameter in advance, internal diameter becomes the length section shape more smaller than head-room greater than the pipe intercepting of 24mm, and the pipe connecting hole of wearing is brought into work plane with subsequent use respectively stamping four apart from the position of pipe two cephalic par 5mm;
Step 2, constructor stand in the boring below, pipe are inserted boring, till pipe passes the boring in the upper and lower rock stratum, absciss layer district; Not enough like a tube length; Just another root pipe is docked with it; And pass four groups of corresponding pipe connecting holes of the two tubes of butt joint and tighten with the thin wire of four 0.5mm, and continue to insert pipe, repeat this step; Pass up to pipe till the boring of upper and lower rock stratum, absciss layer district, and guarantee that pipe is retained in more than the outside 100mm of boring;
Step 3, a human are held pipe in hand, and a people inserts resin anchoring agent from tube interior, till the resin anchoring agent of needs all inserts;
Step 4, anchor pole or anchor cable are inserted from tube interior, start jumbolter, anchor pole or anchor cable are mounted in the absciss layer district mantlerock, wait for after 5 minutes that pipe is extracted, and skyhook or anchor cable pallet carry out normal supporting.
2. roof delamination according to claim 1 district resin anchoring agent method for rapidly mounting is characterized in that, said pipe is PVC, PPR or sheet iron pipe.
3. roof delamination according to claim 1 and 2 district resin anchoring agent method for rapidly mounting is characterized in that, according to said step 1-4, cycling just can be accomplished the Fast Installation that whole absciss layer district carries out resin anchoring agent in anchor pole, the cable bolting process.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210071935.XA CN102587943B (en) | 2012-03-19 | 2012-03-19 | Method for quickly mounting capsule resin on separation area of top plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210071935.XA CN102587943B (en) | 2012-03-19 | 2012-03-19 | Method for quickly mounting capsule resin on separation area of top plate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102587943A true CN102587943A (en) | 2012-07-18 |
| CN102587943B CN102587943B (en) | 2014-03-05 |
Family
ID=46477110
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210071935.XA Expired - Fee Related CN102587943B (en) | 2012-03-19 | 2012-03-19 | Method for quickly mounting capsule resin on separation area of top plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102587943B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967509A (en) * | 2014-05-15 | 2014-08-06 | 中国矿业大学(北京) | Anchor pipe cable supporting structure capable of bearing lateral shear force |
| CN108678787A (en) * | 2018-07-19 | 2018-10-19 | 开滦能源化工股份有限公司范各庄矿业分公司 | Resin anchoring agent rapid installation device and construction method |
| CN109555547A (en) * | 2018-11-22 | 2019-04-02 | 中国平煤神马能源化工集团有限责任公司 | A kind of mounting device and installation method for wearing goaf resin explosive roll |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109441508B (en) * | 2018-12-27 | 2020-02-04 | 中国矿业大学(北京) | Device and method for anchoring large-diameter drill hole by using small-diameter anchor cable |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4139323A (en) * | 1976-06-01 | 1979-02-13 | Gebirgssicherung - Ges.M.B.H. | Rock anchor |
| US4664555A (en) * | 1985-03-05 | 1987-05-12 | Dyckerhoff & Widmann Aktiengesellschaft | Tension member for a rock anchor or the like |
| US5919005A (en) * | 1997-07-02 | 1999-07-06 | Integrated Stabilzation Technologies Inc. | Ground anchor device for penetrating an underground rock formation |
| CN1734057A (en) * | 2004-08-03 | 2006-02-15 | 神华集团有限责任公司 | Mounting method for anchor cable support apparatus |
| CN200968218Y (en) * | 2006-11-10 | 2007-10-31 | 李松强 | Anchoring agent mounting device for mining |
| CN201013393Y (en) * | 2007-01-16 | 2008-01-30 | 王海云 | Mining resin roll holding pad |
| CN101250876A (en) * | 2008-04-07 | 2008-08-27 | 中铁十三局集团第四工程有限公司 | Method for installation of medicine volume anchor bar anchorage agent |
| CN202144592U (en) * | 2011-07-04 | 2012-02-15 | 北京鑫实路桥建设有限公司 | Seamless steel pipe type anchor rod for strengthening road rock slope |
-
2012
- 2012-03-19 CN CN201210071935.XA patent/CN102587943B/en not_active Expired - Fee Related
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4139323A (en) * | 1976-06-01 | 1979-02-13 | Gebirgssicherung - Ges.M.B.H. | Rock anchor |
| US4664555A (en) * | 1985-03-05 | 1987-05-12 | Dyckerhoff & Widmann Aktiengesellschaft | Tension member for a rock anchor or the like |
| US5919005A (en) * | 1997-07-02 | 1999-07-06 | Integrated Stabilzation Technologies Inc. | Ground anchor device for penetrating an underground rock formation |
| CN1734057A (en) * | 2004-08-03 | 2006-02-15 | 神华集团有限责任公司 | Mounting method for anchor cable support apparatus |
| CN200968218Y (en) * | 2006-11-10 | 2007-10-31 | 李松强 | Anchoring agent mounting device for mining |
| CN201013393Y (en) * | 2007-01-16 | 2008-01-30 | 王海云 | Mining resin roll holding pad |
| CN101250876A (en) * | 2008-04-07 | 2008-08-27 | 中铁十三局集团第四工程有限公司 | Method for installation of medicine volume anchor bar anchorage agent |
| CN202144592U (en) * | 2011-07-04 | 2012-02-15 | 北京鑫实路桥建设有限公司 | Seamless steel pipe type anchor rod for strengthening road rock slope |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103967509A (en) * | 2014-05-15 | 2014-08-06 | 中国矿业大学(北京) | Anchor pipe cable supporting structure capable of bearing lateral shear force |
| CN103967509B (en) * | 2014-05-15 | 2016-03-02 | 中国矿业大学(北京) | The anchor tube rope supporting and protection structure of cross shear can be born |
| CN108678787A (en) * | 2018-07-19 | 2018-10-19 | 开滦能源化工股份有限公司范各庄矿业分公司 | Resin anchoring agent rapid installation device and construction method |
| CN109555547A (en) * | 2018-11-22 | 2019-04-02 | 中国平煤神马能源化工集团有限责任公司 | A kind of mounting device and installation method for wearing goaf resin explosive roll |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102587943B (en) | 2014-03-05 |
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Effective date of registration: 20200527 Address after: 046000 No.4 commercial house, building 9, Beicheng street, Changzhi City, Shanxi Province (No.34, Xinying Street) Patentee after: Shanxi Zhongkuang Weite Mining Technology Development Co.,Ltd. Address before: 454003 No. 2001 Century Road, hi tech Zone, Henan, Jiaozuo Patentee before: HENAN POLYTECHNIC University |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140305 |
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| CF01 | Termination of patent right due to non-payment of annual fee |