CN104018878B - Manufacture and the installation method of anchor rod type tunnel stock retaining wall - Google Patents
Manufacture and the installation method of anchor rod type tunnel stock retaining wall Download PDFInfo
- Publication number
- CN104018878B CN104018878B CN201410241767.3A CN201410241767A CN104018878B CN 104018878 B CN104018878 B CN 104018878B CN 201410241767 A CN201410241767 A CN 201410241767A CN 104018878 B CN104018878 B CN 104018878B
- Authority
- CN
- China
- Prior art keywords
- wallboard
- anchor
- hole
- bolt
- anchor pole
- 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.)
- Expired - Fee Related
Links
- 238000009434 installation Methods 0.000 title claims abstract description 8
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 7
- 238000000034 method Methods 0.000 title claims abstract description 7
- 230000002787 reinforcement Effects 0.000 claims abstract description 14
- 238000006073 displacement reaction Methods 0.000 claims abstract description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 239000011435 rock Substances 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 claims description 2
- 230000007704 transition Effects 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 206010021118 Hypotonia Diseases 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 208000017561 flaccidity Diseases 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Lining And Supports For Tunnels (AREA)
Abstract
Manufacture and installation method that a kind of anchor rod type tunnel stock retaining wall is provided, structure is connected to form by wallboard and anchor pole. A middle side part at wallboard is provided with reinforcement, on reinforcement, be provided with anchor hole, rockbolt installation is on the sidewall in tunnel, wallboard is arranged on the bolt of anchor pole, between wallboard, sew up and be connected as a body with screw, adjust two nuts on same anchor pole position on bolt, wallboard can produce displacement, thereby makes some wallboard places point-blank.
Description
Technical field
Manufacture and the installation method of anchor rod type tunnel stock retaining wall, belong to mining equiment field.
Background technology
In the tunnel of down-hole, often to store the bulk cargo that some shotcretes are used, in order to make the bulk cargo side of occupation of land and prevent from shedding waste less,A side in tunnel has been built stock retaining wall by laying bricks or stones, but this backgauge body of wall of building by laying bricks or stones not only own vol is large, can't integrated moving and anti-Multiple use, is not suitable with the needs of bulk cargo transition.
Summary of the invention
The application's object is manufacture and the installation method that a kind of anchor rod type tunnel stock retaining wall will be provided, and it can be removed easily, pacifyDress and Reusability. Structure is connected to form by wallboard and anchor pole. Wallboard adopts a rectangular iron plate, and the height of wallboard is less thanThe height of mine car, so that decking. A middle side part at wallboard is welded with reinforcement, and reinforcement adopts square tube to make, and addsHorizontal two of strong flaccidity of tendon and muscle is cross and is fixed on wallboard, increases the structure stress intensity of wallboard with this. Wherein two of cross reinforcingEnd length is respectively less than 10 centimetres of wallboards, the lap joint length using this as wallboard. Lap joint place at wallboard is drilled with severalSilk hole, the wallboard of two overlap joints can be sewed up and be connected as a body with screw by silk hole. Cross place at reinforcement is drilled with anchor hole,Anchor hole is through hole, and anchor hole can penetrate the bolt part of anchor pole.
While needing skyhook, after first some blocks of wallboards being connected by silk hole overlap joint with screw, be close to (vertically) sidewall in tunnelUpper, remove wallboard, the sidewall rock at the anchor hole place marking at crayon marked the corresponding position of anchor hole on sidewall with crayon afterUpper vertical drill anchor eye, anchor intraocular skyhook (there is no that head of bolt), anchor pole is fixedly linked into one by Anchor Agent with anchor eyeBody, the degree of depth of anchor eye can meet the wallboard pulling force that anchor pole bears; Rock-bolt length beyond anchor eye determines the capacity of stock retaining wall.
Need to wallboard be installed time, first on the bolt of each anchor pole, screw in after a nut, the anchor hole of wallboard is penetrated to the bolt of anchor poleUpper, then, then wallboard is fixed on anchor pole with another nut, adjust two nuts on same anchor pole on boltPut, wallboard can produce displacement, thereby makes some wallboard places point-blank.
Facts have proved, anchor rod type tunnel stock retaining wall is highly suitable for storing in the tunnel of down-hole, transition is used, thereby has saved largeThe masonry panel of amount.
Brief description of the drawings
Fig. 1, anchor rod type tunnel stock retaining wall front view
Fig. 2, anchor rod type tunnel stock retaining wall top view
1, wallboard, 2, anchor pole, 3, reinforcement, 4, silk hole, 5, anchor hole, 6, bolt, 7, sidewall, 8, nut.
Detailed description of the invention
As shown in Figure 1, 2, provide manufacture and the installation method of a kind of anchor rod type tunnel stock retaining wall, it can be removed easily, pacifyDress and Reusability. Structure is connected to form by wallboard 1 and anchor pole 2. Wallboard 1 adopts a rectangular iron plate, wallboard 1Highly be less than the height of mine car, so that decking. A middle side part at wallboard 1 is welded with reinforcement 3, and reinforcement 3 is adoptedMake by square tube, reinforcement 3 in length and breadth two be cross and be fixed on wallboard 1, increase the structure stress intensity of wallboard 1 with this.Wherein the two ends length of cross reinforcing 3 is respectively less than 10 centimetres of wallboards, the lap joint length using this as wallboard 1. At wallboard1 lap joint place is drilled with the wallboard 1 of several 4, two overlap joints in hole and can is sewed up and be connected as a body by silk hole 4 use screws.Cross place at reinforcement 3 is drilled with anchor hole 5, and anchor hole 5 is through hole, and anchor hole 5 can penetrate the part of the bolt 6 of anchor pole 2.
While needing skyhook 2, first some blocks of wallboards 1 use screw is overlapped after connected and is close to (vertically) in tunnel by silk hole 4Sidewall 7 on, remove wallboard 1 after having marked the corresponding position of anchor hole 5 with crayon on sidewall 7, at the anchor of crayon markVertical drill anchor eye on the rock of the sidewall 7 at 5 places, hole, anchor intraocular skyhook 2 (there is no that head of bolt), anchor pole 2 passes throughAnchor Agent and anchor eye are fixedly linked integral, and the degree of depth of anchor eye can meet the pulling force of the wallboard 1 that anchor pole 2 bears; Anchor eye withThe length of outer anchor pole 2 determines the capacity of stock retaining wall.
Need to wallboard 1 be installed time, first on the bolt of each anchor pole 2, screw in after a nut 8, the anchor hole of wallboard 15 is penetratedOn the bolt 6 of anchor pole 2, then, then wallboard 1 is fixed on anchor pole 2 with another nut 8, adjusts on same anchor pole 2The position of two nuts 8 on bolt 6, wallboard 1 can produce displacement, thereby makes some blocks of wallboards 1 be in straight lineOn.
Facts have proved, anchor rod type tunnel stock retaining wall is highly suitable for storing in the tunnel of down-hole, transition is used, thereby has saved largeThe masonry panel of amount.
Claims (1)
1. the manufacture of anchor rod type tunnel stock retaining wall and an installation method, feature is: its structure is mainly by wallboard (1) and anchor pole (2)Be connected to form; Wallboard (1) adopts a rectangular iron plate, and the height of wallboard (1) is less than the height of mine car, so that dressUnloading miner's truck; Be welded with reinforcement (3) at a middle side part of wallboard (1), reinforcement (3) adopts square tube to make, reinforcement (3)Two are cross to be fixed on wallboard (1) upper in length and breadth, increase the structure stress intensity of wallboard (1) with this; Wherein laterally strengthenThe two ends length of muscle (3) is respectively less than 10 centimetres of wallboards, the lap joint length of (1) using this as wallboard; In wallboard (1)Lap joint place be drilled with several holes (4), the wallboard (1) of two overlap joints can by silk a hole (4) sew up phase with screwBe connected; Be drilled with anchor hole (5) at the cross place of reinforcement (3), anchor hole (5) is through hole, and anchor hole (5) can penetrate anchorThe part of the bolt (6) of bar (2);
While needing skyhook (2), after first some blocks of wallboards (1) being connected by silk hole (4) overlap joint with screw, be close to laneThe sidewall (7) in road is upper, removes wallboard (1) after having marked the corresponding position of anchor hole (5) with crayon on sidewall (7),Vertical drill anchor eye on the rock of the sidewall (7) that the anchor hole (5) of crayon mark is located, at anchor intraocular skyhook (2), anchor pole (2)Be fixedly linked by Anchor Agent and anchor eye integral, the degree of depth of anchor eye can meet drawing of wallboard (1) that anchor pole (2) bearsPower; The length of the anchor pole (2) beyond anchor eye determines the capacity of stock retaining wall;
When wallboard (1) need to be installed, first on the bolt of each anchor pole (2), screw in after a nut (8), by wallboard (1)Anchor hole (5) to penetrate the bolt (6) of anchor pole (2) upper, then, then use another nut (8) that wallboard (1) is fixed onAnchor pole (2) is upper, adjusts two nuts (8) on same anchor pole (2) position on bolt (6), and wallboard (1) canProduce displacement, thereby some blocks of wallboards (1) are located point-blank.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410241767.3A CN104018878B (en) | 2014-05-28 | 2014-05-28 | Manufacture and the installation method of anchor rod type tunnel stock retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410241767.3A CN104018878B (en) | 2014-05-28 | 2014-05-28 | Manufacture and the installation method of anchor rod type tunnel stock retaining wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104018878A CN104018878A (en) | 2014-09-03 |
| CN104018878B true CN104018878B (en) | 2016-05-25 |
Family
ID=51435837
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410241767.3A Expired - Fee Related CN104018878B (en) | 2014-05-28 | 2014-05-28 | Manufacture and the installation method of anchor rod type tunnel stock retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104018878B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104005789A (en) * | 2014-05-28 | 2014-08-27 | 刘明生 | Anchor rod type roadway material-blocking wall |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2730974Y (en) * | 2004-08-18 | 2005-10-05 | 贵阳铝镁设计研究院 | Plate-folding type material-stopping wall for casting reinforced concrete |
| CN201184064Y (en) * | 2007-12-17 | 2009-01-21 | 贵阳铝镁设计研究院 | Material blocking wall structure of space workshop column foundation |
| CN101509328A (en) * | 2009-03-30 | 2009-08-19 | 许国森 | Dome sealing storage bunker |
| CN201402047Y (en) * | 2009-05-08 | 2010-02-10 | 朱强龙 | Material-blocking wall of ring cooling machine |
| CN201844691U (en) * | 2010-11-02 | 2011-05-25 | 河南省宏达炉业有限公司 | Building structure for material retaining wall of receiving hopper of circular cooler |
| CN102353270A (en) * | 2011-08-16 | 2012-02-15 | 秦皇岛首秦金属材料有限公司 | Method for installing stock stopping wall of circular cooler |
| CN102619373A (en) * | 2012-04-17 | 2012-08-01 | 中国轻工业长沙工程有限公司 | Rack type material retaining wall and umbrella-shaped roof |
| CN102787740A (en) * | 2012-08-14 | 2012-11-21 | 中国大唐集团环境技术有限公司 | Combined stress foundation-less steel concrete retaining wall |
| CN102852551A (en) * | 2012-09-17 | 2013-01-02 | 扬州中矿建筑新材料科技有限公司 | Gob-side entry retaining method using high-water material filling columns |
-
2014
- 2014-05-28 CN CN201410241767.3A patent/CN104018878B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2730974Y (en) * | 2004-08-18 | 2005-10-05 | 贵阳铝镁设计研究院 | Plate-folding type material-stopping wall for casting reinforced concrete |
| CN201184064Y (en) * | 2007-12-17 | 2009-01-21 | 贵阳铝镁设计研究院 | Material blocking wall structure of space workshop column foundation |
| CN101509328A (en) * | 2009-03-30 | 2009-08-19 | 许国森 | Dome sealing storage bunker |
| CN201402047Y (en) * | 2009-05-08 | 2010-02-10 | 朱强龙 | Material-blocking wall of ring cooling machine |
| CN201844691U (en) * | 2010-11-02 | 2011-05-25 | 河南省宏达炉业有限公司 | Building structure for material retaining wall of receiving hopper of circular cooler |
| CN102353270A (en) * | 2011-08-16 | 2012-02-15 | 秦皇岛首秦金属材料有限公司 | Method for installing stock stopping wall of circular cooler |
| CN102619373A (en) * | 2012-04-17 | 2012-08-01 | 中国轻工业长沙工程有限公司 | Rack type material retaining wall and umbrella-shaped roof |
| CN102787740A (en) * | 2012-08-14 | 2012-11-21 | 中国大唐集团环境技术有限公司 | Combined stress foundation-less steel concrete retaining wall |
| CN102852551A (en) * | 2012-09-17 | 2013-01-02 | 扬州中矿建筑新材料科技有限公司 | Gob-side entry retaining method using high-water material filling columns |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104018878A (en) | 2014-09-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103161480B (en) | Initiatively support the method for roadside packing gob side entry retaining | |
| CN104074534B (en) | A kind of combining adopts/the gob-side entry retaining method of fully mechanized coal face | |
| CN104358252B (en) | The bored pile perforation structure of spillage and construction method in water prevention | |
| CN108979666B (en) | Method for controlling tunnel floor heave by concrete filled steel tube pile | |
| CN210948688U (en) | Artificial false lane | |
| CN104712360A (en) | Adjustable high-adaptability formwork support for large mining height fully-mechanized face and gob-side entry retaining method | |
| CN104947662B (en) | A kind of soil-nail wall support system based on the recyclable technique of assembled | |
| CN104018878B (en) | Manufacture and the installation method of anchor rod type tunnel stock retaining wall | |
| CN204401613U (en) | The structure of bored pile perforation spillage in water prevention | |
| CN204098954U (en) | Dehydration barricade | |
| CN104005789A (en) | Anchor rod type roadway material-blocking wall | |
| CN203856509U (en) | Anchor rod type roadway material blocking wall | |
| CN204676533U (en) | A kind of soil-nail wall support system based on the recyclable technique of assembling | |
| CN102493436A (en) | Novel manual tunneling construction method of rectangular anti-slide pile | |
| CN205422777U (en) | A gob entry support system for roof is unstable | |
| CN104005790A (en) | Corner type roadway blocking wall | |
| CN203925585U (en) | Formula tunnel, turning stock retaining wall | |
| CN104963722A (en) | Plate chain-type material-retaining wall for roadway | |
| CN104005791B (en) | The construction method of formula tunnel, turning stock retaining wall | |
| CN106869934A (en) | A kind of slip casting recovery method suitable for inclined seam | |
| CN106194227B (en) | Gob side entry retaining control helps device and gob side entry retaining control to help construction method | |
| CN203856510U (en) | Plate chain type roadway stop wall | |
| CN203925584U (en) | Pile-column tunnel stock retaining wall | |
| CN105971649A (en) | Whole set of supporting equipment for roof cutting entry retaining | |
| CN104018879B (en) | The method of manufacture and use thereof of pile-column tunnel stock retaining wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information |
Inventor after: Li Huaduo Inventor before: Liu Mingsheng Inventor before: Feng Shiying |
|
| CB03 | Change of inventor or designer information | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170911 Address after: 450000 No. 2, building 4, building 8, Changjiang East Road, 27 District, Zhengzhou, Henan, 701 Patentee after: Li Huaduo Address before: Room 1, unit 34, building 235000, Li Yuan new village, Huaibei, Anhui, China Co-patentee before: Feng Shiying Patentee before: Liu Mingsheng |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160525 Termination date: 20180528 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |