CN206539371U - False lane construction systems - Google Patents
False lane construction systems Download PDFInfo
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- CN206539371U CN206539371U CN201720222315.XU CN201720222315U CN206539371U CN 206539371 U CN206539371 U CN 206539371U CN 201720222315 U CN201720222315 U CN 201720222315U CN 206539371 U CN206539371 U CN 206539371U
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- tunnel
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- false lane
- construction systems
- false
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Abstract
The utility model discloses a kind of false lane construction systems, including it is arranged at the locking device at laneway opening end, locking device and tunnel inwall（1）And ground surrounds space in the tunnel of closing；False lane construction systems also include the structure-steel framing laid along tunnel（2）, structure-steel framing（2）Space in tunnel is divided into false lane region and outer peripheral areas；False lane region refers to structure-steel framing（2）With ground area defined, outer peripheral areas is structure-steel framing（2）With tunnel inwall（1）Between region；Be placed with false lane region it is one or more it is soft can filling container；False lane construction systems also include with can filling container be connected with to can in filling container filling water or gas apparatus for filling container, and output end is passed through in outer peripheral areas to fill the cement filling device of binding material in region to the periphery.The utility model has the advantages that low simple to operate, cost, short time limit, efficiency high and security are good.
Description
Technical field
The utility model is related to the system and device that false lane is constructed in a kind of mining engineering.
Background technology
During mining usually can because run into crushed zone and caused by wall caving, roof fall situations such as.Solution of the prior art
Certainly measure mainly has:A large amount of supporting measures, secondary excavation obturation and engineering is put into change its course.But above-mentioned solution not only cost
High, long in time limit, efficiency is low, and can also bring in operation process certain potential safety hazard.
The content of the invention
The utility model proposes a kind of false lane construction systems, the purpose is to：Avoid wall caving, roof fall situation occur apply
During work, cost is reduced, shortens the duration, efficiency of construction is improved, potential safety hazard is reduced.
Technical solutions of the utility model are as follows：
False lane construction systems, including be arranged at the locking device at laneway opening end, the locking device and tunnel inwall and
Ground surrounds space in the tunnel of closing；
The false lane construction systems also include the structure-steel framing laid along tunnel, and space in tunnel is divided into by the structure-steel framing
False lane region and outer peripheral areas；The false lane region refers to structure-steel framing and ground area defined, and the outer peripheral areas is knot
Region between framework and tunnel inwall；
Be placed with the false lane region it is one or more it is soft can filling container；
The false lane construction systems also include with can filling container be connected with to can filling water or gas in filling container
Apparatus for filling container, and output end are passed through in outer peripheral areas and fill dress with the cement that binding material is filled in region to the periphery
Put.
It is used as further improvement of the utility model：It is described can filling container be capsule.
It is used as further improvement of the utility model：Pressure-detecting device is installed on the apparatus for filling container.
Relative to prior art, the utility model has the positive effect that：The utility model is used based on inflation or water
Capsule prefabricating technique, on the one hand realize supporting during consolidation operations, it is not necessary to put into substantial amounts of supporting measure again, reduce
Form erecting operation program, on the other hand can be formed directly in false tunnel, secondary excavation obturation workload is few, without work after deflation or water
Cheng Gaidao, has the advantages that low simple to operate, cost, short time limit, efficiency high and security are good.
Brief description of the drawings
Fig. 1 is the structural representation of specific embodiment.
Fig. 2 is Fig. 1 schematic top plan view.
Embodiment
Describe the technical solution of the utility model in detail below in conjunction with the accompanying drawings：
Such as Fig. 1 and 2, a kind of false lane construction systems, including be arranged at the closing wallboard 4 at laneway opening end, the enclosing wall
Plate 4 surrounds space in the tunnel of closing with tunnel inwall 1 and ground；
The false lane construction systems also include the structure-steel framing 2 laid along tunnel, and the structure-steel framing 2 divides space in tunnel
Into false lane region and outer peripheral areas；The false lane region refers to structure-steel framing 2 and ground area defined, and the outer peripheral areas is
Region between structure-steel framing 2 and tunnel inwall 1；
Be placed with the false lane region it is one or more it is soft can filling container；Preferably, it is described can filling container
For capsule 3.
The false lane construction systems also include being connected with capsule 3 filling the vessel filling dress of water or gas into capsule 3
Put, and output end is passed through in outer peripheral areas to fill the cement filling device of binding material in region to the periphery.
Pressure gauge is installed on the apparatus for filling container, for detecting the stuffing pressure in capsule 3.
The step of constructing false lane using above-mentioned false lane construction systems is as follows：
（A）Bar construction frame 2 is laid along along tunnel；
（B）Capsule 3 is laid in the space that structure-steel framing 2 and ground are surrounded；
（C）Inflated using apparatus for filling container to capsule 3 or water-filling, capsule 3 is bulged and fill full structure-steel framing 2 and ground institute
The space surrounded；During filling, the pressure in capsule 3 is maintained at 0.05Mpa；
（D）Closing wallboard 4 is installed；
（E）The output end of cement filling device is passed through in outer peripheral areas, binding material is filled in region to the periphery；Institute
The cement-sand ratio for stating binding material is 1:4；
（F）After the completion of cementing, closing wallboard 4 is removed；
（G）The gas or water in capsule 3 are released after curing period, capsule 3 is removed.
Debris in false lane is finally cleared up, constructing for false lane is completed.
Claims (3)
1. false lane construction systems, it is characterised in that：Locking device including being arranged at laneway opening end, the locking device and lane
Road inwall（1）And ground surrounds space in the tunnel of closing；
The false lane construction systems also include the structure-steel framing laid along tunnel（2）, the structure-steel framing（2）Space in tunnel is divided
Into false lane region and outer peripheral areas；The false lane region refers to structure-steel framing（2）With ground area defined, the outer peripheral areas
For structure-steel framing（2）With tunnel inwall（1）Between region；
Be placed with the false lane region it is one or more it is soft can filling container；
The false lane construction systems also include with can filling container be connected with to can in filling container filling water or gas container
Filling device, and output end are passed through in outer peripheral areas to fill the cement filling device of binding material in region to the periphery.
2. vacation lane as claimed in claim 1 construction systems, it is characterised in that：It is described can filling container be capsule（3）.
3. vacation lane as claimed in claim 1 or 2 construction systems, it is characterised in that：Pressure is installed on the apparatus for filling container
Force checking device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720222315.XU CN206539371U (en) | 2017-03-09 | 2017-03-09 | False lane construction systems |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720222315.XU CN206539371U (en) | 2017-03-09 | 2017-03-09 | False lane construction systems |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206539371U true CN206539371U (en) | 2017-10-03 |
Family
ID=59941031
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720222315.XU Active CN206539371U (en) | 2017-03-09 | 2017-03-09 | False lane construction systems |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206539371U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106884674A (en) * | 2017-03-09 | 2017-06-23 | 山东黄金矿业(莱州)有限公司焦家金矿 | False lane construction systems and construction method |
-
2017
- 2017-03-09 CN CN201720222315.XU patent/CN206539371U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106884674A (en) * | 2017-03-09 | 2017-06-23 | 山东黄金矿业(莱州)有限公司焦家金矿 | False lane construction systems and construction method |
| CN106884674B (en) * | 2017-03-09 | 2019-10-11 | 山东黄金矿业(莱州)有限公司焦家金矿 | False lane construction systems and construction method |
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