CN207715189U - A kind of high ferro tunnel double-lining concrete is rushed to summit plumpness digital monitoring alarm system - Google Patents
A kind of high ferro tunnel double-lining concrete is rushed to summit plumpness digital monitoring alarm system Download PDFInfo
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- CN207715189U CN207715189U CN201721638480.XU CN201721638480U CN207715189U CN 207715189 U CN207715189 U CN 207715189U CN 201721638480 U CN201721638480 U CN 201721638480U CN 207715189 U CN207715189 U CN 207715189U
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- pressure sensing
- high ferro
- summit
- plumpness
- lining concrete
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Abstract
A kind of high ferro tunnel double-lining concrete is rushed to summit plumpness digital monitoring alarm system, including multiple pressure sensing pieces（4）And monitoring device（5）, the pressure sensing piece（4）It is pasted onto on anchor bar of waterproof plate in tunnels, pressure sensing piece（4）And monitoring device（5）Between pass through video transmission line（6）It is connected.It realizes accurately controlling for concreting, avoids vault concrete void, leakiness and other issues, substantially increase the pouring quality of high ferro Tunnel Second Lining concrete.
Description
Technical field
The utility model is related to a kind of monitor and alarm system, more specifically to a kind of high ferro tunnel double-lining concrete punching
Plumpness digital monitoring alarm system is pushed up, secondary lining concreting technical field during high ferro constructing tunnel is belonged to.
Background technology
Currently, with the rapid development of China's high ferro, tunnel is more and more.With construction quality and standardized construction requirement
It is continuously improved, the pouring quality requirement of Tunnel Second Lining concrete is higher and higher.Existing Tunnel Second Lining concrete pours
Be usually taken when building by feel, see overflow slurry etc. control methods；But this kind of method accuracy rate is low, easily leads to concrete tail of rushing to summit
Phase institute demander measures the problems such as estimation is inaccurate, to the problems such as concreting leakiness, vault concrete void easily occur, in turn
Lead to later rework, there are huge security risks, therefore can no longer meet construction demand.
Invention content
The purpose of this utility model is that easily there is concreting for existing Tunnel Second Lining concreting
The problems such as leakiness, vault concrete void, provides a kind of high ferro tunnel double-lining concrete and rushes to summit plumpness digital monitoring report
Alert system.
To achieve the above object, the technical solution of the utility model is：
Compared with prior art, the utility model has the beneficial effects that：
1, the utility model includes multiple pressure sensing pieces and monitoring device, and pressure sensing piece is pasted onto tunnel water proofing
On plate, it is connected by video transmission line between pressure sensing piece and monitoring device.Pressure sensing piece and monitoring device are supervised in real time
That surveys vault concrete pours situation, the Huang reacted by monitoring device（It is green）Light observes concrete pouring quality situation, real
Now quick, efficient vault concreting monitoring so that secondary lining concrete pouring construction process specification, standardization；
Digital data transmission to monitoring device is realized that the digitlization of concreting accurately controls, avoids vault by pressure sensing piece
Concrete void, leakiness and other issues, it is convenient, fast, very clear, efficient, qualification rate is high, substantially increase high ferro
The pouring quality of Tunnel Second Lining concrete.
2, the utility model installation is simple, and can be recycled.
Description of the drawings
Fig. 1 is the utility model structure diagram.
Fig. 2 is the utility model side view.
In figure, two lining trolley panels 1, preliminary bracing surface 2, stopper template 3, pressure sensing piece 4, monitoring device 5, video
Transmission line 6.
Specific implementation mode
The utility model is described in further detail below in conjunction with description of the drawings and specific implementation mode.
Referring to Fig. 1 to Fig. 2, a kind of high ferro tunnel double-lining concrete is rushed to summit plumpness digital monitoring alarm system, including
Multiple pressure sensing pieces 4 and monitoring device 5；Pressure sensing piece 4 is determined according to detection requirement.Multiple pressure sensing pieces 4
It is pasted onto on anchor bar of waterproof plate in tunnels every one section of suitable distance, passes through video transmission line 6 between pressure sensing piece 4 and monitoring device 5
It is connected；The digital signal transmitted by pressure sensing piece 4 monitors concrete pouring quality situation in real time.
Referring to Fig. 1 to Fig. 2, the monitoring device 5 is mounted on two lining trolley main side beams, to facilitate observation.
Referring to Fig. 1 to Fig. 2, after concrete is filled to preliminary bracing surface 2, concrete is conducted to this monitor and alarm system
4 certain pressure of pressure sensing piece, pressure sensing piece 4 is by digital data transmission to monitoring device 5；Monitoring device 5 when no pressure
Amber light is bright, the green light of monitoring device 5 when meeting pressure.Therefore the problem of capable of finding to encounter in casting process in time, more intuitively,
It is apparent, more accurately grasp condition of construction, instruct site operation.Therefore, this monitor and alarm system overcomes conventional method and leans on
Reckon, see the judgement of the inaccurate factor such as slurry of overflowing, has reached the requirement being precisely controlled, significant effect effectively raises high ferro
Tunnel Second Lining concrete is rushed to summit pouring quality.
It, cannot the above content is specific preferred embodiment further detailed description of the utility model is combined
Assert that the specific implementation of the utility model is confined to these explanations.For the ordinary skill of the utility model technical field
For personnel, without departing from the concept of the premise utility, a number of simple deductions or replacements can also be made, above structure
It all shall be regarded as belonging to the scope of protection of the utility model.
Claims (2)
- The plumpness digital monitoring alarm system 1. a kind of high ferro tunnel double-lining concrete is rushed to summit, it is characterised in that：Including multiple Pressure sensing piece（4）And monitoring device（5）, the pressure sensing piece（4）It is pasted onto on anchor bar of waterproof plate in tunnels, pressure sensing piece （4）And monitoring device（5）Between pass through video transmission line（6）It is connected.
- The plumpness digital monitoring alarm system 2. a kind of high ferro tunnel double-lining concrete according to claim 1 is rushed to summit, It is characterized in that：The monitoring device（5）On two lining trolley main side beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721638480.XU CN207715189U (en) | 2017-11-30 | 2017-11-30 | A kind of high ferro tunnel double-lining concrete is rushed to summit plumpness digital monitoring alarm system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721638480.XU CN207715189U (en) | 2017-11-30 | 2017-11-30 | A kind of high ferro tunnel double-lining concrete is rushed to summit plumpness digital monitoring alarm system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207715189U true CN207715189U (en) | 2018-08-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201721638480.XU Active CN207715189U (en) | 2017-11-30 | 2017-11-30 | A kind of high ferro tunnel double-lining concrete is rushed to summit plumpness digital monitoring alarm system |
Country Status (1)
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| CN (1) | CN207715189U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109682503A (en) * | 2019-01-11 | 2019-04-26 | 中铁十一局集团第四工程有限公司 | A kind of tunnel double-lining concrete pressure monitoring system and its application method |
| CN110700854A (en) * | 2019-08-16 | 2020-01-17 | 中铁十二局集团有限公司 | Tunnel secondary lining vault concrete longitudinal continuous pouring construction method |
| CN111505054A (en) * | 2020-03-24 | 2020-08-07 | 中铁隧道局集团建设有限公司 | Device for detecting compactness behind mold-built concrete lining |
| CN111912966A (en) * | 2020-07-15 | 2020-11-10 | 中交一公局厦门工程有限公司 | Two-lining vault close-fitting monitor and application method thereof in two-lining concrete |
| CN114017062A (en) * | 2021-11-03 | 2022-02-08 | 北京城建设计发展集团股份有限公司 | Method for monitoring cable passing through secondary lining of large-diameter shield tunnel segment |
-
2017
- 2017-11-30 CN CN201721638480.XU patent/CN207715189U/en active Active
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109682503A (en) * | 2019-01-11 | 2019-04-26 | 中铁十一局集团第四工程有限公司 | A kind of tunnel double-lining concrete pressure monitoring system and its application method |
| CN110700854A (en) * | 2019-08-16 | 2020-01-17 | 中铁十二局集团有限公司 | Tunnel secondary lining vault concrete longitudinal continuous pouring construction method |
| CN110700854B (en) * | 2019-08-16 | 2022-02-15 | 中铁十二局集团有限公司 | Tunnel secondary lining vault concrete longitudinal continuous pouring construction method |
| CN111505054A (en) * | 2020-03-24 | 2020-08-07 | 中铁隧道局集团建设有限公司 | Device for detecting compactness behind mold-built concrete lining |
| CN111912966A (en) * | 2020-07-15 | 2020-11-10 | 中交一公局厦门工程有限公司 | Two-lining vault close-fitting monitor and application method thereof in two-lining concrete |
| CN114017062A (en) * | 2021-11-03 | 2022-02-08 | 北京城建设计发展集团股份有限公司 | Method for monitoring cable passing through secondary lining of large-diameter shield tunnel segment |
| CN114017062B (en) * | 2021-11-03 | 2023-11-14 | 北京城建设计发展集团股份有限公司 | Method for monitoring cable to pass through secondary lining of large-diameter shield tunnel segment |
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