CN104005791A - Manufacture and installation method of corner type roadway blocking wall - Google Patents
Manufacture and installation method of corner type roadway blocking wall Download PDFInfo
- Publication number
- CN104005791A CN104005791A CN201410241766.9A CN201410241766A CN104005791A CN 104005791 A CN104005791 A CN 104005791A CN 201410241766 A CN201410241766 A CN 201410241766A CN 104005791 A CN104005791 A CN 104005791A
- Authority
- CN
- China
- Prior art keywords
- wallboard
- rope
- reinforcing rib
- tunnel
- flanging
- 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
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 7
- 238000000034 method Methods 0.000 title claims abstract description 7
- 238000009434 installation Methods 0.000 title claims abstract description 5
- 230000000903 blocking effect Effects 0.000 title abstract 3
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 34
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 10
- 230000007704 transition Effects 0.000 description 3
- 239000011449 brick Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000005065 mining Methods 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
Disclosed is a manufacture and installation method of a corner type roadway blocking wall. The corner type roadway blocking wall is formed by wall plates, reinforcing ribs and ropes through connection; every wall plate is a rectangular corner plate; two horizontal sides of the wall plates are provided with outward folding sides; the outer lateral sides of the wall plates are provided with the plurality of reinforcing ribs; the reinforcing ribs which are arranged at two ends of the wall plates are provided with a plurality of screw holes; two of the wall plates can be seamed and connected into a whole by screws through the screw holes; the wall plates are provided with the ropes and hooks; the hooks can be inserted into below hook holes respectively so as to increase the stress intensity of the lateral sides of the wall plates.
Description
Technical field
Manufacture and the mounting method of formula tunnel, turning 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 not only own vol is large for this backgauge body of wall of building by laying bricks or stones, can't integrated moving and Reusability, be not suitable with the needs of bulk cargo transition.
Summary of the invention
The application's object is manufacture and the mounting method that formula tunnel, a kind of turning stock retaining wall will be provided, and it can be removed easily, installation and Reusability.Structure is connected to form by wallboard, reinforcing rib and rope.Wallboard is selected a rectangular turning iron plate, and the corner angle of wallboard is 90 degree, and the height of wallboard is less than the height of mine car, so that decking.The base width of wallboard is greater than the side height of wallboard, can be firm while using like this.At the horizontal both sides of wallboard folding brake flanging, the direction of flanging is outside, and the angle of flanging is right angle, with this, increases the structural strength of wallboard.
Two lateral surfaces at wallboard are welded with some roads reinforcing rib, between reinforcing rib, are parallel to each other, and reinforcing rib adopts angle bar or square tube to make, and the width of reinforcing rib equals the width of flanging.Reinforcing rib and wallboard are weldingly connected and are integral.Reinforcing rib after welding and flanging are at grade.The reinforcing rib at every wallboard two ends and the termination of wallboard are at grade.On the reinforcing rib at wallboard two ends, be drilled with several holes, two blocks of wallboards can be sewed up and be connected as a body with screw by silk hole.
Connecting rope between the inner side, two sides (bottom surface and side) of wallboard, the flanging place, top of the upper end of rope and wallboard is connected as a body, and at the low side coupling hook of rope, hook and rope are connected as a body.Bottom surface at wallboard is drilled with dog hole near flanging place, and hook can insert in dog hole, and the hook inserting in dog hole can be by rope stretch, between the rope after tension and the two sides of wallboard, forms triangle, with this, increases the force intensity that is subject to of wallboard side.
When wallboard is installed, the reinforcing rib on the bottom surface of wallboard lands, and the side of wallboard is facing to the wall in tunnel, some blocks of wallboards are placed in to a side in tunnel, make the base of wallboard near the wall in tunnel, with screw, by silk hole, some blocks of wallboards are stitched together, the hook of rope is inserted in dog hole, make rope stretch, formula tunnel, turning stock retaining wall just can have been used, during entrucking, running into rope is in the way, hook can be removed, rope be foundered to the sidewall outer of wallboard, in order to avoid affect entrucking.Used time not, is oppositely placed on wallboard one jiao of tunnel wall, saves very much the space in tunnel.
Facts have proved, formula tunnel, turning stock retaining wall is highly suitable for storing in the tunnel of down-hole, transition is used, thereby saved a large amount of masonry panels.
Accompanying drawing explanation
Fig. 1, formula tunnel, turning stock retaining wall front view Fig. 2, anchor rod type tunnel stock retaining wall lateral view
1, wallboard, 2, reinforcing rib, 3, rope, 4, flanging, 5, silk hole, 6, hook, 7, dog hole, 8, wall.
The specific embodiment
As shown in Figure 1, 2, provide manufacture and the mounting method of formula tunnel, a kind of turning stock retaining wall, it can be removed easily, installation and Reusability.Structure is connected to form by wallboard 1, reinforcing rib 2 and rope 3.Wallboard 1 is selected a rectangular turning iron plate, and the corner angle of wallboard 1 is 90 degree, and the height of wallboard 1 is less than the height of mine car, so that decking.The base width of wallboard 1 is greater than the side height of wallboard 1, can be firm while using like this.At the horizontal both sides of wallboard 1 folding brake flanging, the direction of flanging 4 is outside, and the angle of flanging 4 is right angle, with this, increases the structural strength of wallboard 1.
Two lateral surfaces at wallboard 1 are welded with some roads reinforcing rib 2, between reinforcing rib 2, are parallel to each other, and reinforcing rib 2 adopts angle bar or square tube to make, and the width of reinforcing rib 2 equals the width of flanging.Reinforcing rib 2 and wallboard 1 are weldingly connected and are integral.Reinforcing rib 2 after welding and flanging 4 are at grade.The reinforcing rib 2 at every wallboard 1 two ends and the termination of wallboard 1 are at grade.On the reinforcing rib 2 at wallboard 1 two ends, being drilled with 5, two blocks, several holes wallboard 1 can be sewed up and be connected as a body by silk hole 5 use screws.
Connecting rope 3 between the inner side, two sides (bottom surface and side) of wallboard 1, top flanging 4 places of the upper end of rope 3 and wallboard 1 are connected as a body, and at the low side coupling hook 6 of rope 3, hook 6 and rope 3 are connected as a body.Bottom surface at wallboard 1 is drilled with dog hole 7 near flanging 4 places, and hook 6 can insert in dog hole 7, and the hook 6 inserting in dog hole 7 can form triangle between the rope 3 after tension and the two sides of wallboard 1 by rope 3 tensions, with this, increases the force intensity that is subject to of wallboard 1 side.
When wallboard 1 is installed, reinforcing rib 2 on the bottom surface of wallboard 1 lands, the side of wallboard 1 is facing to the wall 8 in tunnel, some blocks of wallboards 1 are placed in to a side in tunnel, make the base of wallboard 1 near the wall 8 in tunnel, with screw, by silk hole 5, some blocks of wallboards 1 are stitched together, the hook of rope 36 is inserted in dog hole 7, make rope 3 tensions, formula tunnel, turning stock retaining wall just can have been used, during entrucking, running into rope 3 is in the way, hook 6 can be removed, rope 3 be foundered to the sidewall outer of wallboard 1, in order to avoid affect entrucking.Used time not, is oppositely placed on wallboard 1 one jiao of tunnel wall 8, saves very much the space in tunnel.
Facts have proved, formula tunnel, turning stock retaining wall is highly suitable for storing in the tunnel of down-hole, transition is used, thereby saved a large amount of masonry panels.
Claims (1)
1. manufacture and the mounting method of formula tunnel, a kind of turning stock retaining wall are provided, and it can be removed easily, installation and Reusability; Structure is connected to form by wallboard (1), reinforcing rib (2) and rope (3); Wallboard (1) is selected a rectangular turning iron plate, and the corner angle of wallboard (1) is 90 degree, and the height of wallboard (1) is less than the height of mine car, so that decking; The base width of wallboard (1) is greater than the side height of wallboard (1), can be firm while using like this; At the horizontal both sides of wallboard (1) folding brake flanging, the direction of flanging (4) is outside, and the angle of flanging (4) is right angle, with this, increases the structural strength of wallboard (1);
Two lateral surfaces at wallboard (1) are welded with some roads reinforcing ribs (2), and reinforcing rib is parallel to each other between (2), and reinforcing rib (2) adopts angle bar or square tube to make, and the width of reinforcing rib (2) equals the width of flanging; Reinforcing rib (2) and wallboard (1) are weldingly connected and are integral; Reinforcing rib after welding (2) and flanging (4) are at grade; The reinforcing rib (2) at every block of wallboard (1) two ends and the termination of wallboard (1) are at grade; On the reinforcing rib (2) at wallboard (1) two ends, be drilled with several holes (5), two blocks of wallboards (1) can be sewed up and be connected as a body with screw by silk hole (5);
Connecting rope (3) between the inner side, two sides of wallboard (1), the top flanging (4) of the upper end of rope (3) and wallboard (1) is located to be connected as a body, at the low side coupling hook (6) of rope (3), hook (6) and rope (3) are connected as a body; Dog hole (7) is located to be drilled with near flanging (4) in bottom surface at wallboard (1), hook (6) can insert in dog hole (7), the hook (6) inserting in dog hole (7) can be strained rope (3), between the two sides of the rope after tension (3) and wallboard (1), form triangle, with this, increase the force intensity that is subject to of wallboard (1) side;
When wallboard (1) is installed, reinforcing rib (2) on the bottom surface of wallboard (1) lands, the side of wallboard (1) is facing to the wall (8) in tunnel, some blocks of wallboards (1) are placed in to a side in tunnel, make the base of wallboard (1) near the wall (8) in tunnel, with screw, by silk hole (5), some blocks of wallboards (1) are stitched together, the hook of rope (3) (6) is inserted in dog hole (7), make rope (3) tension, formula tunnel, turning stock retaining wall just can have been used, during entrucking, running into rope (3) is in the way, hook (6) can be removed, rope (3) is foundered to the sidewall outer of wallboard (1), in order to avoid affect entrucking, used time not, is oppositely placed on wallboard (1) a jiao of tunnel wall (8), saves very much the space in tunnel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410241766.9A CN104005791B (en) | 2014-05-28 | 2014-05-28 | The construction method of formula tunnel, turning stock retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410241766.9A CN104005791B (en) | 2014-05-28 | 2014-05-28 | The construction method of formula tunnel, turning stock retaining wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104005791A true CN104005791A (en) | 2014-08-27 |
| CN104005791B CN104005791B (en) | 2016-08-24 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410241766.9A Expired - Fee Related CN104005791B (en) | 2014-05-28 | 2014-05-28 | The construction method of formula tunnel, turning stock retaining wall |
Country Status (1)
| Country | Link |
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| CN (1) | CN104005791B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104948229A (en) * | 2014-05-28 | 2015-09-30 | 冯世英 | Corner type roadway material blocking wall |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1766286A (en) * | 2004-10-26 | 2006-05-03 | 杜志刚 | Quick closing wall |
| US20070187557A1 (en) * | 2002-08-16 | 2007-08-16 | Heath Richard W | Sway brace clamp and connector assembly |
| CN101818652A (en) * | 2010-04-09 | 2010-09-01 | 河南理工大学 | Mining laneway cooling fireproof reinforcing board and thermal insulation fireproof combined wall |
| CN103485822A (en) * | 2013-09-18 | 2014-01-01 | 东北大学 | Combined quick blocking and wall retaining device |
-
2014
- 2014-05-28 CN CN201410241766.9A patent/CN104005791B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20070187557A1 (en) * | 2002-08-16 | 2007-08-16 | Heath Richard W | Sway brace clamp and connector assembly |
| CN1766286A (en) * | 2004-10-26 | 2006-05-03 | 杜志刚 | Quick closing wall |
| CN101818652A (en) * | 2010-04-09 | 2010-09-01 | 河南理工大学 | Mining laneway cooling fireproof reinforcing board and thermal insulation fireproof combined wall |
| CN103485822A (en) * | 2013-09-18 | 2014-01-01 | 东北大学 | Combined quick blocking and wall retaining device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104948229A (en) * | 2014-05-28 | 2015-09-30 | 冯世英 | Corner type roadway material blocking wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104005791B (en) | 2016-08-24 |
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| 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 | ||
| CB03 | Change of inventor or designer information |
Inventor after: Lv Jiangtao Inventor before: Liu Mingsheng Inventor before: Feng Shiying |
|
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170911 Address after: 222323 Jiangsu province Donghai County Shilianghe Road No. 20-6 beam Patentee after: Lv Jiangtao Address before: Room 1, unit 34, building 235000, Li Yuan new village, Huaibei, Anhui, China Co-patentee before: Feng Shiying Patentee before: Liu Mingsheng |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160824 Termination date: 20180528 |