CN108894131A - A kind of quickly emergency hangar tunnel equipment and implementation method - Google Patents
A kind of quickly emergency hangar tunnel equipment and implementation method Download PDFInfo
- Publication number
- CN108894131A CN108894131A CN201810936628.0A CN201810936628A CN108894131A CN 108894131 A CN108894131 A CN 108894131A CN 201810936628 A CN201810936628 A CN 201810936628A CN 108894131 A CN108894131 A CN 108894131A
- Authority
- CN
- China
- Prior art keywords
- hangar tunnel
- telescoping rod
- hole
- steel grating
- hangar
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 54
- 239000010959 steel Substances 0.000 claims abstract description 54
- 238000010276 construction Methods 0.000 claims abstract description 20
- 239000007787 solid Substances 0.000 claims abstract description 13
- 229920000742 Cotton Polymers 0.000 claims abstract description 10
- 238000009825 accumulation Methods 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 4
- 230000000903 blocking effect Effects 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 4
- 238000002156 mixing Methods 0.000 claims description 2
- 239000011435 rock Substances 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- GPRLSGONYQIRFK-MNYXATJNSA-N triton Chemical compound [3H+] GPRLSGONYQIRFK-MNYXATJNSA-N 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
- E01F7/04—Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01F—ADDITIONAL WORK, SUCH AS EQUIPPING ROADS OR THE CONSTRUCTION OF PLATFORMS, HELICOPTER LANDING STAGES, SIGNS, SNOW FENCES, OR THE LIKE
- E01F7/00—Devices affording protection against snow, sand drifts, side-wind effects, snowslides, avalanches or falling rocks; Anti-dazzle arrangements ; Sight-screens for roads, e.g. to mask accident site
- E01F7/04—Devices affording protection against snowslides, avalanches or falling rocks, e.g. avalanche preventing structures, galleries
- E01F7/045—Devices specially adapted for protecting against falling rocks, e.g. galleries, nets, rock traps
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
A kind of quickly emergency hangar tunnel equipment and implementation method, are related in the lifeline engineerings such as highway, railway, the processing of collapse rock-fall calamity emergency.Equipment is characterized in that：Including by steel grating (1), pearl cotton (2), solid foot device (3), telescoping rod (4), support construction (5) and hinge (6)；Steel grating (1) is connected with telescoping rod (4) by hinge (6)；Pearl cotton (2) covering is pasted on steel grating (1), is arranged on the inside of steel grating (1) Gu foot device (3) is fixed on, and its role is to fixed hangar tunnels, and riverside slumping mass lateral pressure is avoided to be pushed open；Determine clamping telescoping rod after the length of telescoping rod (4)；The left and right upper angle of hangar tunnel respectively symmetrically property be equipped with support construction (5).The device structure is simple, easy to use, foldable transportation to callapsed landslide scene, and hangar tunnel equipment can be put up in a short time, road is dredged, is resumed traffic normal, the secondary slump for also avoiding subsequent fragmentary falling rocks or geological disaster causes damages to Pedestrians and vehicles current on road.
Description
Technical field
The present invention relates in the lifeline engineerings such as highway, railway, the novel device of collapse rock-fall calamity emergency processing is used for
Emergency hangar tunnel fast moves placement.
Background technique
Hangar tunnel has been widely used in as a kind of effective protection engineering and has resisted mountain road collapse rock-fall.But hangar tunnel is built
Or installation generally requires regular hour, this period, road closed, and construction personnel and is substantially exposed to also to exist at any time
In the dangerous situation of collapse rock-fall, when aftershock or rainfall especially after violent earthquake, road and personnel safety have been seriously affected.
It is not able to satisfy quick emergency demand.
Summary of the invention
In order to overcome drawbacks described above, a kind of quickly emergency hangar tunnel equipment is proposed, the device structure is simple, and it is easy to use, it can
Collapsed transportable is live to callapsed landslide, and can put up hangar tunnel equipment in a short time, dredges road, resumes traffic normal, very
It is good to alleviate traffic blocking problem in harnessing landslide avalanche this period, also avoid subsequent fragmentary falling rocks or geological disaster
Secondary slump causes damages to Pedestrians and vehicles current on road, can meet an urgent need in short term and be provided conveniently for geological disaster, and obtain good
Good effect.
A kind of quickly emergency hangar tunnel equipment, it is characterised in that：Including by steel grating (1), pearl cotton (2), solid foot device
(3), telescoping rod (4), support construction (5) and hinge (6)；Steel grating (1) is connected with telescoping rod (4) by hinge (6)；Pearl
Cotton (2) covering is pasted on steel grating (1), is arranged on the inside of steel grating (1) Gu foot device (3) is fixed on, and its role is to solid
Determine hangar tunnel, riverside slumping mass lateral pressure is avoided to be pushed open；Determine clamping telescoping rod after the length of telescoping rod (4)；
The left and right upper angle of hangar tunnel respectively symmetrically property be equipped with support construction (5).Further, support construction (5) include fixed hinge (51),
Strut (52), fixed thread through-hole (53), rod end through-hole (54) and bolt (55), fixed thread through-hole (53) is multiple to be arranged in steel
On grid (1), rod end through-hole (54) can coincide from different fixed thread through-holes (53), to change hangar tunnel width, and use spiral shell
Bolt (55), which passes through, is overlapped through-hole to fix two adjacent steel gratings (1).Further, fixed device (3) are by the steel plate with through-hole
(31) it is formed with long rivet (32), and equidistant arrangement, in steel grating (1) bottom, the through-hole that long rivet (32) passes through steel plate (31) is inserted
Enter underground.
Steel grating, buffer layer, solid foot device, support construction, telescoping rod and hinge composition, back in slumped mass a side
The rod piece that can be stretched by three forms, and has the screw thread rotation handle of locking rod length on telescoping rod, and telescoping rod can be with
Different terrain landforms are adapted to very well, play support hangar tunnel effect, and excess-three face is made of three pieces of steel gratings, steel grating intensity
Height, and an equal amount of steel plate of mass ratio is light, convenient for the Fast Installation at scene, steel grating grid size is 10 × 10cm, each
One layer of buffer layer of covering is pasted above steel grating, buffer layer is made of pearl cotton, because it is strong with crashworthiness power, toughness is strong,
Many advantages, such as water proof is moisture-proof, plasticity is good, reconstituted circularly, environmental protection plays the buffer function to avalanche rubble, and can be effective
The space for filling steel grating, avoids small stone from falling from space.Steel grating is directly connect by hinge with telescoping rod, can be certainly
By rotating.
Face the steel grating of hillside side, telescoping rod is distinguished between steel grating adjacent thereto equipped with support construction, support
Structure is made of strut, fixed thread through-hole, bolt, and one section of strut is fixed hinge, and the other end is to be provided with rod end through-hole, fixed
Tapped through hole arrangement is fixed on adjacent steel grating plate, and fixed thread through-hole is consistent with rod end hole size, passes through bar with bolt
Through-hole and fixed thread through-hole are held, fixes its adjacent two pieces of steel grating at a certain angle, by this come in the form of lockking hangar tunnel.
Strut is connected from different fixed thread through-holes, and the width of hangar tunnel can be made different, the road surface of different in width is adapted to this.
Backer side steel grating bottom is just equipped with a solid foot device every 50cm, Gu foot device is by steel plate and long rivet group
At Interal fixation is open in steel grating bottom, parallel to the ground and above be equipped with, and long rivet is inserted into underground by opening, with this
Fixed hangar tunnel, prevents riverside slumping mass from pushing hangar tunnel open.The single length 3m of the hangar tunnel, has 3 support constructions and telescoping rod, often
It is spaced 1m between each telescoping rod between a support construction, can be stitched together to form long straight channel or curved with multiple hangar tunnels
Triton road can preferably adapt to various landform, different kinds of roads.
Operation of the present invention process is as follows：When landslide or avalanche blocking road surface occurs, hangar tunnel will be folded and transported to scene, led to
Digging machine shovel open circuit surface accumulation body is crossed, unfolded hangar tunnel locks telescoping rod length after adjusting telescoping rod length, opens support knot
Structure adjusts hangar tunnel width by strut depending on width of roadway, fixes hangar tunnel form, then long rivet is passed through to the steel plate of solid foot device
It is inserted into underground, fixes hangar tunnel, then splices multiple hangar tunnels depending on road surface bending degree；It builds the good each hangar tunnel of splicing to be open to traffic, directly
Geological hazard control engineering terminates to this.
Detailed description of the invention
Fig. 1 is overall schematic of the present invention.
Fig. 2 is diagrammatic cross-section of the present invention.
Fig. 3 is steel grating and pearl cotton combination diagram of the present invention.
Fig. 4 is different unfolded state schematic diagrames of the invention.
Fig. 5 is support device schematic diagram of the present invention
Fig. 6 is the solid foot device schematic diagram of the present invention.
In figure：1. steel grating；2. pearl cotton；3. solid foot device；31. steel plate；32. long rivet；4. telescoping rod；41. spiral shell
Line rotating handle；5. support construction；51. fixed hinge；52. strut；53. fixed thread through-hole；54. rod end through-hole；55. bolt；
6. hinge.
Specific embodiment
Present invention will be further explained below with reference to the attached drawings and specific embodiments.
As shown in Figure 1, Figure 2, Figure 3 and Figure 4, the present invention is by steel grating (1), pearl cotton (2), solid foot device (3), telescopic rod
Part (4), support construction (5) and hinge (6) composition.Steel grating (1) is connected with telescoping rod (4) by hinge (6), can freely be revolved
Turn and folds；Pearl cotton (2) covering is pasted on steel grating (1), is played the buffer function to avalanche rubble and is filled up steel lattice
The grid gap of grid (1)；It is arranged on the inside of steel grating (1) Gu foot device (3) is fixed on, its role is to fixed hangar tunnels, avoid
Riverside slumping mass lateral pressure is pushed open；Its adjustable rod length of telescoping rod (4), can adapt to outside mountain highway very well
The precipitous landform in side, facilitate hangar tunnel builds support, avoid due to rod piece cross section or it is too long caused by it is inconvenient, determine and stretch
By twisting screw thread rotation handle (41) come clamping telescoping rod after the length of contracting rod piece (4)；The left and right upper angle of hangar tunnel respectively symmetrically property
Be equipped with support construction (5), can change the width of hangar tunnel by adjusting support construction (5) support angle, can adapt to very well not
With the road of width.
As shown in figure 5, support construction (5) is by fixed hinge (51), strut (52), fixed thread through-hole (53), rod end
Through-hole (54) and bolt (55) composition, fixed thread through-hole (53) is multiple to be arranged on steel grating (1), and rod end through-hole (54) can be with
It coincides from different fixed thread through-holes (53), to change hangar tunnel width, blending bolt (55), which passes through, is overlapped through-hole to fix
Two adjacent steel gratings (1).
As shown in fig. 6, fixed device (3) are made of the steel plate (31) with through-hole and long rivet (32), and equidistant arrangement
In steel grating (1) bottom, the through-hole that long rivet (32) can pass through steel plate (31) is inserted into underground, fixes entire hangar tunnel with this.
The present invention is transported to scene in folding when implementing, and the accumulation body of open circuit surface is shoveled with digging machine, according to the wide choosing of site road
It takes suitable fixed thread through-hole (53) to be connected with strut (52) by bolt (55), is adjusted by screw thread rotation handle (41) solid
The length for setting telescoping rod (4) is inserted into underground from the hole of steel plate (31) in the long rivet (32) that will consolidate in foot device (3), Gu
Hangar tunnel is set, multiple hangar tunnels are spliced further according to road surface bending degree, having spliced hangar tunnel can be open to traffic until slope treatment work
Journey terminates.More specifically, when landslide or avalanche blocking road surface occurs, hangar tunnel will be folded and transported to scene, opened by digging machine shovel
Road surface accumulation body, unfolded hangar tunnel, it is long to adjust telescoping rod that rotation handle blocks rod piece, and it is long to lock telescoping rod with this
Degree opens support construction, determines which fixed thread through-hole strut connects depending on width of roadway, adjusts hangar tunnel width with this,
Hangar tunnel form is fixed with bolt, then the steel plate that long rivet passes through solid foot device is inserted into underground, fixes hangar tunnel, then regard road surface
Bending degree splices multiple hangar tunnels.Building the good each hangar tunnel of splicing can be open to traffic, until geological hazard control engineering knot at this
Beam.
The configuration of the present invention is simple, easy to operate, the good hangar tunnel of Fast Installation in the energy short time, to geological disasters such as landslips
Road surface running vehicle pedestrains safety is threatened to play good protective action.
Above description is explanation of the invention, is not limitation of the invention.
Claims (4)
1. a kind of quickly emergency hangar tunnel equipment, it is characterised in that：Including by steel grating (1), pearl cotton (2), solid foot device (3),
Telescoping rod (4), support construction (5) and hinge (6)；Steel grating (1) is connected with telescoping rod (4) by hinge (6)；Pearl cotton
(2) covering is pasted on steel grating (1), is arranged on the inside of steel grating (1) Gu foot device (3) is fixed on, its role is to fixations
Hangar tunnel avoids riverside slumping mass lateral pressure from being pushed open；Determine clamping telescoping rod after the length of telescoping rod (4)；Canopy
The left and right upper angle in hole respectively symmetrically property be equipped with support construction (5).
2. device according to claim 1, it is characterised in that：Support construction (5) include fixed hinge (51), strut (52),
Fixed thread through-hole (53), rod end through-hole (54) and bolt (55), fixed thread through-hole (53) is multiple to be arranged in steel grating (1)
On, rod end through-hole (54) can coincide from different fixed thread through-holes (53), and to change hangar tunnel width, blending bolt (55) is worn
Coincidence through-hole is crossed to fix two adjacent steel gratings (1).
3. device according to claim 1, it is characterised in that：Fixed device (3) are by the steel plate (31) with through-hole and long riveting
(32) composition is followed closely, and equidistant arrangement, in steel grating (1) bottom, the through-hole that long rivet (32) passes through steel plate (31) is inserted into underground.
4. the method for application such as claim 1-3 any one described device, it is characterised in that：When generation landslide or avalanche blocking
When road surface, hangar tunnel will be folded and transported to scene, open circuit surface accumulation body is shoveled by digging machine, unfolded hangar tunnel adjusts telescoping rod
Telescoping rod length is locked after length, opens support construction, and hangar tunnel width is adjusted by strut depending on width of roadway, fixes hangar tunnel shape
State, then the steel plate that long rivet passes through solid foot device is inserted into underground, hangar tunnel is fixed, then multiple to splice depending on road surface bending degree
Hangar tunnel；It builds the good each hangar tunnel of splicing to be open to traffic, until geological hazard control engineering terminates at this.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810936628.0A CN108894131A (en) | 2018-08-16 | 2018-08-16 | A kind of quickly emergency hangar tunnel equipment and implementation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810936628.0A CN108894131A (en) | 2018-08-16 | 2018-08-16 | A kind of quickly emergency hangar tunnel equipment and implementation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108894131A true CN108894131A (en) | 2018-11-27 |
Family
ID=64354594
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810936628.0A Pending CN108894131A (en) | 2018-08-16 | 2018-08-16 | A kind of quickly emergency hangar tunnel equipment and implementation method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108894131A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109775258A (en) * | 2018-12-29 | 2019-05-21 | 铜陵天奇蓝天机械设备有限公司 | A kind of driving tension vehicle having ceiling able to turn on or off |
| CN111236099A (en) * | 2020-03-19 | 2020-06-05 | 中铁第一勘察设计院集团有限公司 | Assembly rigid-flexible combined buffer structure at top of rockfall-proof shed |
| CN111321678A (en) * | 2020-04-01 | 2020-06-23 | 四川省交通勘察设计研究院有限公司 | Steel shed tunnel structure convenient for transportation and rapid in forming on site and construction method |
| CN112726440A (en) * | 2020-12-31 | 2021-04-30 | 四川省交通勘察设计研究院有限公司 | Shed tunnel structure suitable for turning zone and construction method thereof |
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| US20040231808A1 (en) * | 2003-05-19 | 2004-11-25 | Belanger Michael B. | Folding grille assembly |
| CN101967802A (en) * | 2010-07-30 | 2011-02-09 | 陈洪凯 | Energy-dissipating hangar tunnel and energy-dissipating supporting base thereof |
| CN104499767A (en) * | 2014-11-28 | 2015-04-08 | 上海理工大学 | Adjustable shed frame |
| CN206376619U (en) * | 2016-12-22 | 2017-08-04 | 陈思杰 | A kind of sunshading board |
| CN108239940A (en) * | 2017-06-19 | 2018-07-03 | 石晓峰 | A kind of novel bridge equipment |
| CN208949752U (en) * | 2018-08-16 | 2019-06-07 | 中国地质环境监测院 | A kind of quickly emergency hangar tunnel equipment |
-
2018
- 2018-08-16 CN CN201810936628.0A patent/CN108894131A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20040231808A1 (en) * | 2003-05-19 | 2004-11-25 | Belanger Michael B. | Folding grille assembly |
| CN101967802A (en) * | 2010-07-30 | 2011-02-09 | 陈洪凯 | Energy-dissipating hangar tunnel and energy-dissipating supporting base thereof |
| CN104499767A (en) * | 2014-11-28 | 2015-04-08 | 上海理工大学 | Adjustable shed frame |
| CN206376619U (en) * | 2016-12-22 | 2017-08-04 | 陈思杰 | A kind of sunshading board |
| CN108239940A (en) * | 2017-06-19 | 2018-07-03 | 石晓峰 | A kind of novel bridge equipment |
| CN208949752U (en) * | 2018-08-16 | 2019-06-07 | 中国地质环境监测院 | A kind of quickly emergency hangar tunnel equipment |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109775258A (en) * | 2018-12-29 | 2019-05-21 | 铜陵天奇蓝天机械设备有限公司 | A kind of driving tension vehicle having ceiling able to turn on or off |
| CN111236099A (en) * | 2020-03-19 | 2020-06-05 | 中铁第一勘察设计院集团有限公司 | Assembly rigid-flexible combined buffer structure at top of rockfall-proof shed |
| CN111321678A (en) * | 2020-04-01 | 2020-06-23 | 四川省交通勘察设计研究院有限公司 | Steel shed tunnel structure convenient for transportation and rapid in forming on site and construction method |
| CN111321678B (en) * | 2020-04-01 | 2024-02-09 | 四川省交通勘察设计研究院有限公司 | Steel shed tunnel structure convenient for rapid forming on transportation site and construction method |
| CN112726440A (en) * | 2020-12-31 | 2021-04-30 | 四川省交通勘察设计研究院有限公司 | Shed tunnel structure suitable for turning zone and construction method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181127 |