CN107989634A - A kind of information-based monitoring system of tunnel lining trolley concrete cast - Google Patents
A kind of information-based monitoring system of tunnel lining trolley concrete cast Download PDFInfo
- Publication number
- CN107989634A CN107989634A CN201711475804.7A CN201711475804A CN107989634A CN 107989634 A CN107989634 A CN 107989634A CN 201711475804 A CN201711475804 A CN 201711475804A CN 107989634 A CN107989634 A CN 107989634A
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- information
- tunnel lining
- lining trolley
- monitoring system
- based monitoring
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- 238000012544 monitoring process Methods 0.000 title claims abstract description 23
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 31
- 239000010959 steel Substances 0.000 claims abstract description 31
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 14
- 238000009415 formwork Methods 0.000 claims abstract description 12
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 7
- 239000007788 liquid Substances 0.000 claims description 6
- 239000011521 glass Substances 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 5
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 238000004078 waterproofing Methods 0.000 claims description 3
- 238000005266 casting Methods 0.000 abstract description 14
- 239000002689 soil Substances 0.000 description 4
- 229920002472 Starch Polymers 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000004576 sand Substances 0.000 description 3
- 235000019698 starch Nutrition 0.000 description 3
- 239000008107 starch Substances 0.000 description 3
- 210000004556 brain Anatomy 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000005611 electricity Effects 0.000 description 2
- 230000001939 inductive effect Effects 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
- E21D11/105—Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Architecture (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geology (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The present invention, which relates to, provides a kind of information-based monitoring system of tunnel lining trolley concrete cast, including door shape main steel frame, limit sensors, spring leaf, microswitch, video camera, laser scanner, operation console, tablet computer, end head formwork and modular unit；Multiple template unit is sequentially connected and forms domes, the inner side of multiple template unit and end head formwork forms casting area, modular unit is equipped with multiple mounting holes, spring leaf and microswitch are equipped with mounting hole, observation window is configured with the end head formwork, the video camera is configured at the outside of the observation window, and so as to fulfill the monitoring to pouring into a mould region, the limit sensors are arranged at the end edge of template vault；The door shape main steel frame is equipped with supporting item, and the laser scanner configuration realizes the scanning to lining, each mould concrete mortar is drawn through the calculating of tablet computer pours fluence, so as to fulfill quantitative pouring on the supporting item.
Description
Technical field
The present invention relates to tunnel lining trolley equipment technical field, specifically a kind of tunnel lining trolley concrete pours
The information-based monitoring system of note.
Background technology
Tunnel is to be built in underground or underwater or in massif, places an iron railway or build highway what is passed through for motor vehicles
Building.Because of its present position and the particularity of construction structure, work progress comparatively relatively difficult complexity, pacifies for construction
Total efficiency requires higher.In tunnel vault concrete placement, whether cast, which is completed, usually by setting diversion pipe, is mixed
It can be overflowed after solidifying soil perfusion is full from opposite side diversion pipe, show that operation is completed.But if concrete runs into microthermal climate, setting time
Shorten, be frozen into solid and be not easy to overflow from diversion pipe, cavity then easily occurs at this time, it will cause template for overweight concrete
The construction accident such as cave in.Existing tunnel lining trolley all it is not yet in effect realize to every state in casting process, parameter it is real-time
Monitoring and the System design of quantitative pouring, seriously affect pouring practice efficiency.
When lining trolley marches to subsequent work position, if not reaching designated position, with regard to lifting trolley, it will cause template
With the collisions of two linings, so as to damage two linings, and existing trolley is not taken and prevents the effective measures that such accident occurs.
The content of the invention
The object of the present invention is to provide a kind of tunnel lining trolley concrete to pour into a mould information-based monitoring system, overcomes existing
Deficiency in technology, avoids the collision of tunnel lining trolley and two linings, the real time monitoring being additionally arranged in concrete placement
System, improves the security of equipment and the controllability of operation.
Technical solution is used by the present invention solves the above problems：The information-based prison of tunnel lining trolley concrete cast
Control system, including it is door shape main steel frame, limit sensors, spring leaf, microswitch, video camera, laser scanner, operation console, flat
Plate computer, end head formwork and modular unit；Multiple template unit is sequentially connected and forms domes, it is characterised in that：It is multiple
The inner side of modular unit and end head formwork forms casting area, multiple template unit formed circumferential direction on the inside of domes with
Multiple mounting holes are uniformly arranged in axial direction, are equipped with spring leaf and microswitch in mounting hole, the spring leaf is arranged at described micro-
The downside of switch is moved, observation window is configured with the end head formwork, the video camera is configured at the outside of the observation window, so that
Realize the monitoring to pouring into a mould region, the limit sensors are arranged at the end edge of template vault；On the door shape main steel frame
Equipped with supporting item, the laser scanner configuration is on the supporting item, so as to fulfill the scanning to lining, through tablet computer
Calculating and draw the fluence of pouring of each mould concrete mortar, realize quantitative pouring；The limit sensors and the fine motion are opened
Guan Jun is connected with operation console circuit, has the controlling switch that control tunnel lining trolley carries out operation on the operation console, described
Operation console realizes information exchange with the tablet computer by application software, and there is the tablet computer display concrete mortar to pour
Liquid level, progress bar, pressure, temperature, humidity, the target of note pour fluence, actually pour the real-time status such as fluence and cast-in-site video
With the application software of parameter, every terms of information of the tunnel lining trolley per subjob is uploaded to by the tablet computer by internet
Iron chief inspector's tube hub is stored, convenient to call at any time.The setting of spring leaf be in order in concrete mortar casting process, when
Concrete sand Starch Level touches spring leaf when rising at spring leaf position, so that spring leaf touches microswitch, and then will
Signal passes to operation console and tablet computer, and operating personnel can obtain the real-time concrete mortar of casting process from tablet computer
Light current inductive switch or patch sensor may be selected in liquid level information, microswitch, as long as coordinating spring leaf to realize coagulation
Soil sand Starch Level elevation information is fed back, and spring leaf and microswitch are arranged to multiple, ensure that institute's feedback information
Accuracy and validity so that operating personnel can from tablet computer obtain accurately cast progress msg.Spacing sensing
The setting of device can then avoid damaging the situations of two linings by pressure caused by lifting of the tunnel lining trolley when not going to predetermined station.Take the photograph
The setting of camera and observation window, the then video that convenient working personnel are shown by tablet computer observe the reality in cast region at any time
Border pouring practice situation.Laser scanner is arranged on the front end of tunnel lining trolley direct of travel, before the cast of each mould, laser
Scanner can be scanned the lining in tunnel with the traveling of trolley, then the shapometer by tablet computer combination template section
Calculate target and pour fluence, so as to fulfill quantitative pouring.Operation console and tablet computer are respectively mounted dedicated application software to realize letter
Breath interacts, convenient to realize to the control of tunnel lining trolley operation and various information feedback, upload, store and call.
Present invention additionally comprises the unit that vibrates, it is described vibrate unit on the outside of the domes or inner side circumferential and axial
On be uniformly distributed, the unit that vibrates is connected with the operation console circuit.
The unit of the present invention that vibrates uses adhesion type external vibrators, internal vibrator or float-ball type vibrator.Shake
The setting of device is smash, effectively vibrating to concrete on modular unit unit area can be realized in pouring practice, ensure that coagulation
The density of soil.
The casting area of template of the present invention sets multiple pressure sensors, and multiple pressure sensors are in the arch knot
It is uniformly distributed on keystone on the inside of structure, the pressure sensor is connected with the operation console circuit.Pressure sensor can supervise
The real-time pressure at keystone in casting process is surveyed, and pressure data is fed back into tablet computer.
The cast region of template of the present invention sets multiple Temperature Humidity Sensors, and multiple Temperature Humidity Sensors are in the arch
It is uniformly distributed in shoulder position on the inside of shape structure, the Temperature Humidity Sensor is connected with the operation console circuit.Humiture passes
The convenient real time temperature and humidity data for obtaining the concrete mortar in casting process of setting of sensor.
Multiple rows of patch sensor of the present invention is uniformly configured on the drainable waterproofing plate for being laid in lining vertically, institute
Patch sensor is stated to be connected with the operation console circuit.Patch sensor and pressure sensor synergistic effect can then reflect exactly
Go out the cast situation of concrete at vault, it is ensured that the compactness that concrete is poured into a mould at keystone.
Observation window of the present invention uses glass steel material.The observation window of glass steel material meets the requirement of intensity.
Door shape main steel frame of the present invention includes connection pedestal, multiple lifting gears and multiple main steel frame bodies, the company
Connecing pedestal includes two main beams and multiple support columns, and described two main beams are slidably connected on multiple support columns, institute
State main steel frame body to be removably attachable on the main beam, the lifting gear is connected on the support column, the main steel
Frame body is connected with the lifting gear.
Lifting gear of the present invention includes lifting cylinder, and the lifting cylinder is connected on the support column, described
Main steel frame body is connected with the lifting cylinder.
Present invention additionally comprises thermometer and concrete flow quantity meter, thermometer and the concrete flow quantity meter is arranged at concrete
It is connected at the discharge valve position of pump and with the operation console circuit.The temperature and flow of concrete can be monitored.
Compared with prior art, the present invention have the advantages that：Design is reasonable, automation, intelligent, informationization journey
Degree is high, avoid tunnel lining trolley collide with two linings cause the situation of two linings damage, it can be achieved that pour fluence calculating and
Quantitative pouring, can also realize the real time monitoring of every state parameter in concrete placement, ensure that concrete pours matter
Amount, has very high safety and reliability, easy to construct, improves operating efficiency.
Brief description of the drawings
In order to illustrate more clearly about the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
There is attached drawing needed in technology description to be briefly described, it should be apparent that, drawings in the following description are only this
Some embodiments of invention, for those of ordinary skill in the art, without creative efforts, can be with
Other attached drawings are obtained according to these attached drawings.
Fig. 1 is the structure diagram of the present invention.
Fig. 2 is the enlarged drawing at A in Fig. 1.
Fig. 3 is schematic diagram when limit sensors of the present invention use.
Fig. 4 is the enlarged drawing at B in Fig. 3.
Fig. 5 is the stereogram of the present invention.
Fig. 6 is the enlarged drawing at C in Fig. 5.
In figure：1st, modular unit, 2, pressure sensor, 3, patch sensor, 4, video camera, 5, end head formwork, 51, see
Examine window, 6, door shape main steel frame, 61, main steel frame body, 62, lifting gear, 63, connection pedestal, 64, supporting item, 631, support column,
632nd, main beam, 7, Temperature Humidity Sensor, 8, vibrate unit, 9, laser scanner, 10, limit sensors, 11, microswitch,
12nd, spring leaf.
Embodiment
To make the purpose, technical scheme and advantage of the embodiment of the present invention clearer, below in conjunction with the embodiment of the present invention
In attached drawing, the technical solution in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is
Part of the embodiment of the present invention, instead of all the embodiments.Based on the embodiments of the present invention, those of ordinary skill in the art
All other embodiments obtained without making creative work, belong to the scope of protection of the invention.
Embodiment 1.
Referring to Fig. 1 to Fig. 6, a kind of information-based monitoring system of tunnel lining trolley concrete cast of the present embodiment includes door
Shape main steel frame 6, limit sensors 10, spring leaf 12, microswitch 11, video camera 4, laser scanner 9, operation console, tablet electricity
Brain (not shown), end head formwork 5 and modular unit 1；Multiple template unit 1 is sequentially connected and forms domes, multiple
The inner side of modular unit 1 and end head formwork 5 forms casting area, and the week on the inside of domes is formed in multiple template unit 1
To be uniformly arranged multiple mounting holes in axial direction, is equipped with spring leaf 12 and microswitch 11 in mounting hole, the spring leaf 12 is set
The downside of the microswitch 11 is placed in, observation window 51 is configured with the end head formwork 5, the video camera 4 is configured at described
The outside of observation window 51, so as to fulfill the monitoring to pouring into a mould region, the limit sensors 10 are arranged at the end of template vault
Edge；The door shape main steel frame 6 is equipped with supporting item 64, and the laser scanner 9 is configured on the supporting item 64, so that real
Now to the scanning of lining, each mould concrete mortar is drawn through the calculating of tablet computer pours fluence, realizes quantitative pouring；
The limit sensors 10 and the microswitch 11 are connected with operation console (not shown) circuit, are had on the operation console
There is the controlling switch that control tunnel lining trolley carries out operation, the operation console is realized with the tablet computer by application software
Information exchange, the tablet computer have liquid level, progress bar, pressure, temperature, humidity, the target of display concrete mortar cast
Pour fluence, actually pour the application software of the real-time status such as fluence and cast-in-site video and parameter, the tablet computer is by tunnel
Every terms of information of the lining trolley per subjob is uploaded to iron chief inspector's tube hub by internet and is stored, convenient to call at any time.
The setting of spring leaf 12 is in order in concrete mortar casting process, when concrete sand Starch Level rises to 12 position of spring leaf
Spring leaf 12 is touched during place, so that spring leaf 12 touches microswitch 11, and then signal is passed into operation console and tablet electricity
Brain, operating personnel can obtain the real-time concrete mortar liquid level information of casting process, microswitch 11 from tablet computer
Light current inductive switch or patch sensor may be selected, if coordinate spring leaf 12 realize by concrete mortar liquid level information into
Row feedback, and spring leaf 12 and microswitch 11 are arranged to multiple, ensure that the accuracy and effectively of institute's feedback information
Property, so that operating personnel can obtain accurately cast progress msg from tablet computer.The setting of limit sensors 10 then may be used
Avoid damaging the situations of two linings by pressure caused by lifting of the tunnel lining trolley when not going to predetermined station.Video camera 4 and observation
The setting of window 51, the then actual cast that the video that convenient working personnel are shown by tablet computer is observed in cast region at any time are made
Industry situation.Laser scanner 9 is arranged on the front end of tunnel lining trolley direct of travel, before the cast of each mould, laser scanner 9
The lining in tunnel can be scanned with the traveling of trolley, then mesh is calculated by the shape in tablet computer combination template section
Mark pours fluence, so as to fulfill quantitative pouring.Operation console and tablet computer are respectively mounted dedicated application software to realize information exchange,
It is convenient to realize to the control of tunnel lining trolley operation and various information feedback, upload, store and call.
The present embodiment further includes the unit 8 that vibrates, and the unit 8 that vibrates is on the circumferential and axial on the outside of the domes
It is uniformly distributed, the unit 8 that vibrates is connected with the operation console circuit.
The unit 8 that vibrates in the present embodiment uses adhesion type external vibrators, and internal vibrator or floating also may be selected certainly
Ball vibrator.
The casting area of template sets multiple pressure sensors 2 in the present embodiment, and multiple pressure sensors 2 are in the arch
It is uniformly distributed on keystone on the inside of structure, the pressure sensor 2 is connected with the operation console circuit.Pressure sensor 2
The real-time pressure at keystone in casting process can be monitored, and pressure data is fed back into tablet computer.
The cast region of template sets multiple Temperature Humidity Sensors 7 in the present embodiment, and multiple Temperature Humidity Sensors 7 are described
It is uniformly distributed in shoulder position on the inside of domes, the Temperature Humidity Sensor 7 is connected with the operation console circuit.Humiture
The convenient real time temperature and humidity data for obtaining the concrete mortar in casting process of setting of sensor 7.
Multiple rows of patch sensor 3 in the present embodiment is uniformly configured on the drainable waterproofing plate for being laid in lining vertically,
The patch sensor 3 is connected with the operation console circuit.Patch sensor 3 and pressure sensor 2 act synergistically then can be accurate
Ground reflects the cast situation of concrete at vault, it is ensured that the compactness that concrete is poured into a mould at keystone.
Observation window 51 in the present embodiment uses glass steel material.The observation window 51 of glass steel material meets wanting for intensity
Ask.
Door shape main steel frame 6 in the present embodiment includes connection pedestal 63, multiple lifting gears 62 and multiple main steel frame bodies 61,
The connection pedestal 63 includes two main beams 632 and multiple support columns 631, and described two main beams 632 slidably connect
On multiple support columns 631, the main steel frame body 61 is removably attachable on the main beam 632, the lifting gear 62
It is connected on the support column 631, the main steel frame body 61 is connected with the lifting gear 62.
Lifting gear 62 in the present embodiment includes lifting cylinder, and the lifting cylinder is connected on the support column 631,
The main steel frame body 61 is connected with the lifting cylinder.Lifting cylinder and support column 631 are disposed as four, are arranged in lining
On four angles of platform building cart door shape main steel frame 6.
The present embodiment further includes thermometer and concrete flow quantity meter, and thermometer and the concrete flow quantity meter is arranged at coagulation
At the discharge valve position of soil pump and it is connected with the operation console circuit.The temperature and flow of concrete can be supervised
Survey.
It should be pointed out that the detailed description carried out above by preferred embodiment to technical scheme is schematical
It is and nonrestrictive.Those of ordinary skill in the art can be to described in embodiment on the basis of description of the invention is read
Technical solution modify, either to which part technical characteristic carry out equivalent substitution and these modification or replace, not
The essence of appropriate technical solution is set to depart from the scope of technical solution of the embodiment of the present invention.
Claims (10)
1. a kind of information-based monitoring system of tunnel lining trolley concrete cast, including door shape main steel frame, limit sensors, spring
Piece, microswitch, video camera, laser scanner, operation console, tablet computer, end head formwork and modular unit；Multiple template unit
It is sequentially connected and forms domes, it is characterised in that：The circumferential direction and axis on the inside of domes are formed in multiple template unit
Multiple mounting holes are uniformly arranged upwards, are equipped with spring leaf and microswitch in mounting hole, the spring leaf is arranged at the fine motion
The downside of switch, is configured with observation window on the end head formwork, and the video camera is configured at the outside of the observation window, so that real
The end edge of template vault now is arranged to the monitoring in cast region, the limit sensors；Set on the door shape main steel frame
There is supporting item, the laser scanner configuration is on the supporting item, so as to fulfill the scanning to lining, through tablet computer
Calculate and draw the fluence of pouring of each mould concrete mortar, realize quantitative pouring；The limit sensors and the microswitch
It is connected with operation console circuit, there is the controlling switch that control tunnel lining trolley carries out operation, the behaviour on the operation console
Make platform and information exchange is realized by application software with the tablet computer, the tablet computer has display concrete mortar cast
Liquid level, progress bar, pressure, temperature, humidity, target pour fluence, actually pour the real-time status such as fluence and cast-in-site video and
Every terms of information of the tunnel lining trolley per subjob is uploaded to iron by the application software of parameter, the tablet computer by internet
Chief inspector's tube hub is stored, convenient to call at any time.
A kind of 2. information-based monitoring system of tunnel lining trolley concrete cast according to claim 1, it is characterised in that：
Further include the unit that vibrates, it is described vibrate unit on the outside of the domes that the multiple modular unit is formed or inner side circumferential direction
It is uniformly distributed with axial direction, the unit that vibrates is connected with the operation console circuit.
A kind of 3. information-based monitoring system of tunnel lining trolley concrete cast according to claim 2, it is characterised in that：
The unit that vibrates uses adhesion type external vibrators, internal vibrator or float-ball type vibrator.
A kind of 4. information-based monitoring system of tunnel lining trolley concrete cast according to claim 1, it is characterised in that：
The cast region of the modular unit sets multiple pressure sensors, arch of multiple pressure sensors on the inside of the domes
Top is uniformly distributed on position, and the pressure sensor is connected with the operation console circuit.
A kind of 5. information-based monitoring system of tunnel lining trolley concrete cast according to claim 1, it is characterised in that：
The cast region of the modular unit sets multiple Temperature Humidity Sensors, and multiple Temperature Humidity Sensors are on the inside of the domes
Shoulder position on be uniformly distributed, the Temperature Humidity Sensor is connected with the operation console circuit.
A kind of 6. information-based monitoring system of tunnel lining trolley concrete cast according to claim 1, it is characterised in that：
Multiple rows of patch sensor is uniformly configured on the drainable waterproofing plate for being laid in lining vertically, the patch sensor and the behaviour
Make the connection of platform circuit.
A kind of 7. information-based monitoring system of tunnel lining trolley concrete cast according to claim 1, it is characterised in that：
The observation window uses glass steel material.
8. according to a kind of any information-based monitoring system of tunnel lining trolley concrete cast of claim 1, its feature
It is：The door shape main steel frame includes connection pedestal, multiple lifting gears and multiple main steel frame bodies, and the connection pedestal includes two
A main beam and multiple support columns, described two main beams are slidably connected on multiple support columns, and the main steel frame body can
Dismounting is connected on the main beam, and the lifting gear is connected on the support column, the main steel frame body and the liter
Falling unit connects.
A kind of 9. information-based monitoring system of tunnel lining trolley concrete cast according to claim 8, it is characterised in that：
The lifting gear includes lifting cylinder, and the lifting cylinder is connected on the support column, the main steel frame body with it is described
Lifting cylinder connects.
10. a kind of information-based monitoring system of tunnel lining trolley concrete cast according to claim 1, its feature exist
In：Thermometer and concrete flow quantity meter are further included, thermometer and the concrete flow quantity meter is arranged at the outlet valve of concrete pump
At door position and it is connected with the operation console circuit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711475804.7A CN107989634B (en) | 2017-12-29 | 2017-12-29 | Tunnel lining trolley concrete pouring informatization monitoring system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711475804.7A CN107989634B (en) | 2017-12-29 | 2017-12-29 | Tunnel lining trolley concrete pouring informatization monitoring system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107989634A true CN107989634A (en) | 2018-05-04 |
| CN107989634B CN107989634B (en) | 2023-12-26 |
Family
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711475804.7A Active CN107989634B (en) | 2017-12-29 | 2017-12-29 | Tunnel lining trolley concrete pouring informatization monitoring system |
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Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107956490A (en) * | 2017-12-29 | 2018-04-24 | 中国铁道科学研究院铁道建筑研究所 | A kind of intelligent tunnel lining trolley |
| CN108894797A (en) * | 2018-06-29 | 2018-11-27 | 中铁工程装备集团有限公司 | A kind of two lined steel formwork jumbo of novel informationization |
| CN108955967A (en) * | 2018-06-06 | 2018-12-07 | 三峡大学 | A kind of device and method for simulating annular tunnel liquid filling liner supporting structure stress |
| CN109547745A (en) * | 2018-11-16 | 2019-03-29 | 江苏高智项目管理有限公司 | A kind of monitoring system and method based on video technique |
| CN109611123A (en) * | 2019-01-11 | 2019-04-12 | 中铁十局集团第四工程有限公司 | Tunnel double-lining concreting control system and control method |
| CN109738033A (en) * | 2019-01-11 | 2019-05-10 | 中铁十一局集团第四工程有限公司 | A kind of tunnel double-lining concrete flow quantity monitoring device and its application method |
| CN109869167A (en) * | 2019-04-15 | 2019-06-11 | 中南大学 | A kind of anti-surrender servo-system of tunnel steel arch frame and deformation control method |
| CN110185472A (en) * | 2019-06-23 | 2019-08-30 | 四川奥达智远科技有限公司 | Tunnel Second Lining Construction process monitoring system |
| CN110486055A (en) * | 2019-09-11 | 2019-11-22 | 刘怀福 | A kind of tunnel double-lining concreting anti-come to nothing tamping control device and method |
| CN111025418A (en) * | 2019-11-19 | 2020-04-17 | 山东大学 | Rail transit tunnel geological radar mobile intelligent detection equipment and operation method |
| CN113847063A (en) * | 2021-09-26 | 2021-12-28 | 兰州理工大学 | Tunnel secondary lining concrete construction simulation system and simulation method |
| CN115176062A (en) * | 2019-12-17 | 2022-10-11 | Peri欧洲公司 | Template flat plate for template device |
| CN115726814A (en) * | 2022-10-31 | 2023-03-03 | 山东铁鹰建设工程有限公司 | Intelligent control method and system for tunnel lining trolley |
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| CN108955967B (en) * | 2018-06-06 | 2020-04-07 | 三峡大学 | Device and method for simulating stress of fluid filling lining supporting structure of annular tunnel |
| CN108894797A (en) * | 2018-06-29 | 2018-11-27 | 中铁工程装备集团有限公司 | A kind of two lined steel formwork jumbo of novel informationization |
| CN109547745A (en) * | 2018-11-16 | 2019-03-29 | 江苏高智项目管理有限公司 | A kind of monitoring system and method based on video technique |
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| CN109611123A (en) * | 2019-01-11 | 2019-04-12 | 中铁十局集团第四工程有限公司 | Tunnel double-lining concreting control system and control method |
| CN109738033A (en) * | 2019-01-11 | 2019-05-10 | 中铁十一局集团第四工程有限公司 | A kind of tunnel double-lining concrete flow quantity monitoring device and its application method |
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| CN109869167B (en) * | 2019-04-15 | 2024-03-22 | 中南大学 | Tunnel steel arch anti-yielding servo system and deformation control method |
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| CN115176062A (en) * | 2019-12-17 | 2022-10-11 | Peri欧洲公司 | Template flat plate for template device |
| CN113847063A (en) * | 2021-09-26 | 2021-12-28 | 兰州理工大学 | Tunnel secondary lining concrete construction simulation system and simulation method |
| CN113847063B (en) * | 2021-09-26 | 2024-01-26 | 兰州理工大学 | Tunnel secondary lining concrete construction simulation method |
| CN115726814A (en) * | 2022-10-31 | 2023-03-03 | 山东铁鹰建设工程有限公司 | Intelligent control method and system for tunnel lining trolley |
| CN115726814B (en) * | 2022-10-31 | 2023-08-11 | 山东铁鹰建设工程有限公司 | Intelligent control method and system for tunnel lining trolley |
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