CN115726814A - Intelligent control method and system for tunnel lining trolley - Google Patents
Intelligent control method and system for tunnel lining trolley Download PDFInfo
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- 238000007569 slipcasting Methods 0.000 description 10
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Abstract
The invention provides an intelligent control method and system of a tunnel lining trolley, which are applied to the technical field of intelligent control, and the method comprises the following steps: and transversely dividing the pump port by obtaining the setting information of the pump port of the tunnel lining trolley, and determining the layered division nodes. And acquiring data of the lining wall of the tunnel to be built to obtain the shape and the size of the tunnel lining. And segmenting the shape and the size of the tunnel lining according to the layered segmentation nodes, determining pouring layering information and determining the pouring requirements of each layer. And obtaining monitoring parameters and monitoring parameter requirements according to the pouring requirements and the pouring layering information of each layer. And (5) carrying out equipment distribution and monitoring on each layer to obtain monitoring data of each layer. Traversing and comparing the monitoring data of each layer with the corresponding monitoring parameter requirements, determining a monitoring comparison result, and performing parameter control on the tunnel lining trolley. The control method solves the technical problems that the grouting efficiency is low and the concrete lining quality is reduced due to the fact that the control method of the tunnel lining trolley in the prior art is low in intelligentization.
Description
Technical Field
The invention relates to the technical field of intelligent control, in particular to an intelligent control method and system for a tunnel lining trolley.
Background
A tunnel lining trolley is used for the secondary of tunnel construction processLiningThe special equipment is used for concrete lining construction of the inner wall of the tunnel. The tunnel lining trolley in the prior art adopts the mode of single hole of pouring to carry out the slip casting when carrying out the cloth, and needs the manual work to tear the pipe open, trades the pipe operation when changing the hole of pouring, and the slip casting is inefficient, and because adopt the mode of single hole of pouring to carry out the slip casting more, leads to concrete segregation, produces "people" word slope cold joint, causes the problem of concrete lining quality degradation.
Therefore, the control method of the tunnel lining trolley in the prior art is low in intelligence, so that the grouting efficiency is low, and the concrete lining quality is reduced.
Disclosure of Invention
The application provides an intelligent control method and system of a tunnel lining trolley, which are used for solving the technical problems that grouting efficiency is low and concrete lining quality is reduced due to the fact that the control method of the tunnel lining trolley in the prior art is low in intelligence.
In view of the above problems, the present application provides an intelligent control method and system for a tunnel lining trolley.
In a first aspect of the present application, there is provided an intelligent control method of a tunnel lining trolley, the method comprising: acquiring pump interface setting information of a tunnel lining trolley; according to the pump interface setting information, transversely dividing the pump port, and determining pouring layered division nodes; acquiring data of a lining wall of a tunnel to be built to obtain tunnel lining shape information and tunnel lining size; dividing the tunnel lining shape information and the tunnel lining size according to the pouring layered dividing node to determine pouring layered information; determining the pouring requirements of each layer according to the pouring layering information; obtaining monitoring parameters and monitoring parameter requirements of each layer according to the pouring requirements and the pouring layering information of each layer; distributing monitoring equipment according to the monitoring parameters of each layer to generate monitoring execution information, and monitoring each layer to obtain monitoring data of each layer; traversing and comparing the monitoring data of each layer with the corresponding monitoring parameter requirements, and determining a monitoring comparison result; and based on the monitoring comparison result, performing parameter control on the tunnel lining trolley.
In a second aspect of the present application, there is provided an intelligent control system of a tunnel lining trolley, the system comprising: the setting information acquisition module is used for acquiring the setting information of the pump interface of the tunnel lining trolley; the pouring layered division node acquisition module is used for transversely dividing the pump port according to the pump port setting information and determining a pouring layered division node; the data acquisition module is used for acquiring data of the lining wall of the tunnel to be built to obtain the shape information and the size of the tunnel lining; the pouring layering information acquisition module is used for segmenting the tunnel lining shape information and the tunnel lining size according to the pouring layering segmentation node to determine pouring layering information; each layer of pouring requirement acquisition module is used for determining each layer of pouring requirements according to the pouring layering information; the monitoring requirement acquisition module is used for acquiring monitoring parameters and monitoring parameter requirements of each layer according to the pouring requirements and the pouring layering information of each layer; the monitoring data acquisition module is used for distributing monitoring equipment according to the monitoring parameters of each layer, generating monitoring execution information, monitoring each layer and acquiring monitoring data of each layer; the monitoring comparison result acquisition module is used for performing traversal comparison according to the monitoring data of each layer and the corresponding monitoring parameter requirements and determining a monitoring comparison result; and the parameter control module is used for carrying out parameter control on the tunnel lining trolley based on the monitoring comparison result.
One or more technical solutions provided in the present application have at least the following technical effects or advantages:
the method provided by the embodiment of the application obtains the pump interface setting information of the tunnel lining trolley. And transversely dividing the pump port according to the pump port setting information, and determining pouring layered division nodes. And acquiring data of the lining wall of the tunnel to be built to obtain the shape information and the size of the tunnel lining. And segmenting the tunnel lining shape information and the tunnel lining size according to the pouring layered segmentation node to determine pouring layered information. And determining the pouring requirements of each layer according to the pouring layering information. And obtaining monitoring parameters and monitoring parameter requirements of each layer according to the pouring requirements and the pouring layering information of each layer. And distributing monitoring equipment according to the monitoring parameters of each layer to generate monitoring execution information, and monitoring each layer to obtain monitoring data of each layer. And traversing and comparing the monitoring data of each layer with the corresponding monitoring parameter requirements, and determining a monitoring comparison result. And based on the monitoring comparison result, performing parameter control on the tunnel lining trolley. Through treating the tunnel of building a step and pouring in layers, improved slip casting efficiency, simultaneously through acquireing monitoring parameter, realize the intelligent control to tunnel lining platform truck to guarantee the slip casting quality. The control method solves the technical problems that the grouting efficiency is low and the concrete lining quality is reduced due to the fact that the control method of the tunnel lining trolley in the prior art is low in intelligentization.
The foregoing description is only an overview of the technical solutions of the present application, and the present application can be implemented according to the content of the description in order to make the technical means of the present application more clearly understood, and the following detailed description of the present application is given in order to make the above and other objects, features, and advantages of the present application more clearly understandable.
Drawings
Fig. 1 is a schematic flow chart of an intelligent control method for a tunnel lining trolley according to the present application;
fig. 2 is a schematic flow chart illustrating the process of acquiring output image information in the intelligent control method for the tunnel lining trolley according to the present application;
fig. 3 is a schematic flow chart illustrating height monitoring in the intelligent control method for the tunnel lining trolley according to the present invention;
fig. 4 is a schematic structural diagram of an intelligent control system of the tunnel lining trolley provided by the present application.
Description of reference numerals: the system comprises a setting information acquisition module 11, a data acquisition module 12, a data acquisition module 13, a pouring layering information acquisition module 14, a pouring requirement acquisition module 15, a monitoring requirement acquisition module 16, a monitoring data acquisition module 17, a monitoring comparison result acquisition module 18 and a parameter control module 19 at each layer.
Detailed Description
The application provides an intelligent control method and system of a tunnel lining trolley, which are used for solving the technical problems that grouting efficiency is low and concrete lining quality is reduced due to the fact that the control method of the tunnel lining trolley in the prior art is low in intelligence.
The technical solution in the present application will be described clearly and completely with reference to the accompanying drawings. The embodiments described are only a part of the disclosure that can be realized by the present application, and not the entire disclosure of the present application.
Example one
As shown in fig. 1, the present application provides an intelligent control method of a tunnel lining trolley, the method including:
step 100: acquiring pump interface setting information of a tunnel lining trolley;
step 200: according to the pump interface setting information, transversely dividing the pump port, and determining pouring layered division nodes;
step 300: acquiring data of a lining wall of a tunnel to be built to obtain tunnel lining shape information and tunnel lining size;
step 400: dividing the tunnel lining shape information and the tunnel lining size according to the pouring layered dividing node to determine pouring layered information;
step 500: determining the pouring requirements of each layer according to the pouring layering information;
specifically, pump interface setting information of the tunnel lining trolley is obtained, wherein the pump interface setting information of the tunnel lining trolley is used for setting the position of a pump interface on the tunnel lining trolley, the pump interface is transversely divided, namely transversely height division is carried out, pouring layering division nodes are determined, and the pouring layering division nodes are located below the pump interface on the tunnel lining trolley. And then, acquiring data of the lining wall of the tunnel to be built, and acquiring the shape information and the size of the tunnel lining of the tunnel to be built. And further segmenting the tunnel lining shape information and the tunnel lining size according to the pouring layered segmentation nodes, determining the pouring layered information, namely acquiring the pouring layered segmentation nodes according to the pump interface setting information, and segmenting the tunnel according to the pouring layered segmentation nodes. Furthermore, according to the pouring layering information, determining the pouring requirements of each layer to obtain the pouring requirement information of each layer, wherein the pouring requirement information comprises a pouring time requirement, a pressure requirement generated when each layer is poured, a height requirement, a temperature requirement and the like, so that specific monitoring parameters can be conveniently determined subsequently, and the real-time monitoring of the pouring process is realized.
As shown in fig. 2, the method steps 500 provided in the embodiment of the present application further include:
step 510: according to the pouring layered segmentation nodes, performing corresponding position segmentation on the tunnel lining shape information and the tunnel lining size, and determining tunnel size information and tunnel lining shape information corresponding to each layer;
step 520: obtaining pump pouring parameter information;
step 530: determining control parameter information of each layer according to the tunnel size information, the tunnel lining shape information and the pump pouring parameter information corresponding to each layer, wherein the control parameter information of each layer is used for carrying out pump operation control on each layer;
step 540: and determining the control requirements of each layer based on the control parameter information of each layer and the tunnel size information corresponding to each layer.
Specifically, when the pouring requirements of each layer are obtained, the tunnel lining shape information and the tunnel lining size are correspondingly segmented by the pouring layered segmentation nodes, and the tunnel size information and the tunnel lining shape information corresponding to each layer are determined. And then, acquiring pump pouring parameter information, wherein the pump pouring parameter information comprises flow information when pouring is carried out. And determining control parameter information of each layer according to the tunnel size information, the tunnel lining shape information and the pump pouring parameter information corresponding to each layer. The method comprises the steps of obtaining required quantity of each layered pouring by obtaining tunnel size information and tunnel lining shape information corresponding to each layer, obtaining control parameters of each layer pouring by pump pouring parameter information, wherein the control parameters comprise pouring time control parameters and control parameters of opening and closing of each layer pouring opening, and each layer of control parameter information is used for carrying out pump operation control on each layer. And finally, determining control requirements of each layer based on the control parameter information of each layer and the tunnel size information corresponding to each layer, wherein the control requirements of each layer comprise a pouring time requirement, a pressure requirement generated when each layer is poured, a height requirement, a temperature requirement and the like, so that specific monitoring parameters can be conveniently determined subsequently, and the pouring process can be monitored in real time.
Step 600: obtaining monitoring parameters and monitoring parameter requirements of each layer according to the pouring requirements and the pouring layering information of each layer;
step 700: distributing monitoring equipment according to the monitoring parameters of each layer to generate monitoring execution information, and monitoring each layer to obtain monitoring data of each layer;
step 800: traversing and comparing the monitoring data of each layer with the corresponding monitoring parameter requirements, and determining a monitoring comparison result;
step 900: and performing parameter control on the tunnel lining trolley based on the monitoring comparison result.
Specifically, monitoring parameters and monitoring parameter requirements of each layer are obtained according to pouring requirements and pouring layering information of each layer, that is, the monitoring parameters and the corresponding monitoring parameter requirements of each layer are obtained according to the pouring requirements of each layer and the pouring layering information of the corresponding layer, including monitoring on aspects of height, pressure, temperature and the like. And then, distributing monitoring equipment according to the monitoring parameters of each layer, wherein the monitoring equipment comprises image acquisition equipment, a flow monitor, a temperature sensor and a pressure detector, distributing corresponding monitoring equipment for different layers, generating monitoring execution information, controlling the monitoring equipment to monitor each layer according to the monitoring execution information, acquiring monitoring data of each layer, and finishing monitoring the pouring process of each layer. And then, traversing and comparing the monitoring data of each layer with the corresponding monitoring parameter requirements, namely traversing and comparing the actual monitoring data with the corresponding monitoring parameter requirements to obtain a monitoring comparison result. Through the monitoring comparison result of each layer of parameters, corresponding control parameters are generated, and intelligent control over the tunnel lining trolley is achieved, so that grouting quality is guaranteed, and grouting efficiency is improved.
As shown in fig. 3, the method steps 700 provided by the embodiment of the present application further include:
step 710: carrying out image acquisition on a pouring process through image acquisition equipment to obtain pouring image information, wherein the pouring image information comprises pouring position coordinates and a pouring image;
step 720: extracting pouring height characteristics according to the pouring image, and determining the pouring height;
step 730: determining a pouring dividing point according to the pouring layering information and the pouring position coordinate, and comparing the pouring height according to the pouring dividing point;
step 740: and judging whether the pouring height exceeds the pouring dividing point, and if so, sending early warning information and generating stop information, wherein the stop information is used for turning off the pump.
Specifically, the monitoring device comprises an image acquisition device, a flow monitor, a temperature sensor and a pressure detector. And carrying out image acquisition on the pouring process through image acquisition equipment to obtain pouring image information, wherein the pouring image information comprises pouring position coordinates and a pouring image. And the pouring position coordinate is a specific pouring opening position coordinate. And extracting the casting height characteristics according to the casting image, and determining the casting height. And then, determining a current casting division point according to the casting layering information and the current casting position coordinate, wherein the casting division point is a division region point of each casting layering, and the casting height is compared according to the casting division point. And finally, judging whether the pouring height exceeds the pouring dividing point, if so, indicating that the pouring of the current pouring layering is finished, sending early warning information, and generating corresponding pouring pump interface stop information, wherein the stop information is used for closing a pump so as to ensure the pouring effect of the pouring layering.
The method steps 700 provided by the embodiment of the present application further include:
step 750: pressure detection is carried out on each pressure monitoring point through the pressure detector paved on the plurality of pressure monitoring points to obtain pressure detection information;
step 760: according to the laying coordinate information of the pressure detection points and the pressure detection information, determining pressure distribution information;
step 770: and sending reminding information when the pressure distribution information does not meet the preset pressure distribution requirement.
Specifically, a plurality of pressure monitoring points are arranged, a pressure detector is laid, and real-time pressure detection is carried out on each pressure monitoring point to obtain pressure detection information. Because the grouting amount of co-altitude is different, consequently the slip casting pressure that produces is also different, when pressure is less than the regional pressure requirement of correspondence, then explains that this regional grouting amount is less, has the inhomogeneous condition of slip casting, through monitoring pressure, judges the pressure condition of each position, is convenient for acquire slip casting uniformity. And determining pressure distribution information according to the laying coordinate information of the pressure detection points and the pressure detection information, wherein the pressure distribution information comprises the specific position of each laying point and corresponding actual pressure detection information. Whether the pressure distribution information contains the pressure distribution requirement which does not meet the preset requirement is judged, when the pressure distribution requirement which does not meet the preset requirement exists, the condition that grouting is not uniform at the corresponding laying point position is indicated, reminding information is sent, an operator can conveniently find out the grouting problem in time, and the grouting effect is further ensured.
The method steps 740 provided by the embodiment of the present application further include:
step 741: obtaining concrete temperature and concrete flow information through the flow monitor and the temperature sensor;
step 742: judging whether the concrete temperature meets the requirement of controlling the mold-entering temperature, and sending reminding information when the concrete temperature does not meet the requirement;
step 743: determining concrete usage information according to the concrete flow information;
step 744: and judging whether the concrete consumption information exceeds the pouring height requirement, and if so, sending early warning information and generating stop information.
Specifically, the concrete temperature and the concrete flow information are obtained through a flow monitor and a temperature sensor. Subsequently, whether the concrete temperature meets the requirement of mould entering temperature control is judged, when the concrete temperature is not met, reminding information is sent, the concrete needs to be kept in a certain temperature range when entering the mould, otherwise, temperature cracks can be generated in the solidification process, when the concrete temperature does not meet the requirement of mould entering temperature control, the reminding information is sent, operators can find problems in time, and the grouting effect is guaranteed. And determining the concrete consumption information according to the concrete flow information. And judging whether the concrete dosage information exceeds the casting height requirement, wherein the concrete dosage required under a certain height hardly changes due to a certain proportional relation between the casting height and the casting quantity. And when the concrete usage information exceeds the concrete usage information required by the casting height, and at the moment, the concrete possibly leaks, sending early warning information, generating stop information, and stopping the concrete casting work of the area.
The method steps 740 provided by the embodiment of the present application further include:
step 745: storing the monitoring data acquired by all the monitoring devices to generate a monitoring database;
step 746: performing visualization processing on each monitoring data according to the monitoring database to generate a monitoring data visualization image;
step 747: and sending the monitoring data set and the monitoring data visual image corresponding to the request information to the operator terminal equipment according to the request information of the field operator.
Specifically, monitoring data collected by the monitoring equipment is stored to generate a monitoring database. And then, performing visualization processing on each monitoring data according to the monitoring database, and generating a simulated monitoring data visualization image according to the detection position of the detection equipment. And finally, according to the request information of the field operator, sending the monitoring data set and the monitoring data visual image corresponding to the request information to the operator terminal equipment, so that the operator can conveniently obtain the specific construction condition of each construction project in real time.
In summary, the method provided by the embodiment of the present application obtains the pump interface setting information of the tunnel lining trolley. And according to the pump interface setting information, transversely dividing the pump port, and determining pouring layered division nodes. And acquiring data of the lining wall of the tunnel to be built to obtain the shape information and the size of the tunnel lining. And segmenting the tunnel lining shape information and the tunnel lining size according to the pouring layered segmentation node to determine pouring layered information. And determining the pouring requirements of each layer according to the pouring layering information. And obtaining monitoring parameters and monitoring parameter requirements of each layer according to the pouring requirements and the pouring layering information of each layer. And distributing monitoring equipment according to the monitoring parameters of each layer, generating monitoring execution information, monitoring each layer, and obtaining monitoring data of each layer. And traversing and comparing the monitoring data of each layer with the corresponding monitoring parameter requirements, and determining a monitoring comparison result. And based on the monitoring comparison result, performing parameter control on the tunnel lining trolley. Through treating that the step tunnel carries out the layering and pours, improved slip casting efficiency, simultaneously through acquireing monitoring parameter, realize the intelligent control to tunnel lining platform truck to guarantee the slip casting quality. The control method solves the technical problems that the grouting efficiency is low and the concrete lining quality is reduced due to the fact that the control method of the tunnel lining trolley in the prior art is low in intelligentization.
Example two
Based on the same inventive concept as the intelligent control method of the tunnel lining trolley in the foregoing embodiment, as shown in fig. 4, the present application provides an intelligent control system of a tunnel lining trolley, the system including:
a setting information acquisition module 11, configured to acquire pump interface setting information of the tunnel lining trolley;
a pouring layered division node acquisition module 12, configured to transversely divide the pump port according to the pump port setting information, and determine a pouring layered division node;
the data acquisition module 13 is used for acquiring data of the lining wall of the tunnel to be built to obtain the shape information and the size of the tunnel lining;
a pouring layering information obtaining module 14, configured to divide the tunnel lining shape information and the tunnel lining size according to the pouring layering dividing node, and determine pouring layering information;
each layer of pouring requirement acquisition module 15 is used for determining each layer of pouring requirements according to the pouring layering information;
the monitoring requirement acquisition module 16 is used for acquiring monitoring parameters and monitoring parameter requirements of each layer according to the pouring requirements and the pouring layering information of each layer;
the monitoring data acquisition module 17 is configured to perform monitoring device allocation according to the monitoring parameters of each layer, generate monitoring execution information, monitor each layer, and obtain monitoring data of each layer;
the monitoring comparison result acquisition module 18 is used for performing traversal comparison according to the monitoring data of each layer and the corresponding monitoring parameter requirements to determine a monitoring comparison result;
and the parameter control module 19 is used for carrying out parameter control on the tunnel lining trolley based on the monitoring comparison result.
Further, the monitoring data obtaining module 17 is further configured to:
according to the pouring layered segmentation nodes, performing corresponding position segmentation on the tunnel lining shape information and the tunnel lining size, and determining tunnel size information and tunnel lining shape information corresponding to each layer;
obtaining pump pouring parameter information;
determining control parameter information of each layer according to the tunnel size information, the tunnel lining shape information and the pump pouring parameter information corresponding to each layer, wherein the control parameter information of each layer is used for carrying out pump operation control on each layer;
and determining the control requirements of each layer based on the control parameter information of each layer and the tunnel size information corresponding to each layer.
Further, the monitoring data obtaining module 17 is further configured to:
carrying out image acquisition on a pouring process through image acquisition equipment to obtain pouring image information, wherein the pouring image information comprises pouring position coordinates and a pouring image;
extracting pouring height characteristics according to the pouring image, and determining the pouring height;
determining a pouring dividing point according to the pouring layering information and the pouring position coordinate, and comparing the pouring height according to the pouring dividing point;
and judging whether the pouring height exceeds the pouring dividing point, sending early warning information when the pouring height exceeds the pouring dividing point, and generating stop information, wherein the stop information is used for closing the pump.
Further, the monitoring data obtaining module 17 is further configured to:
pressure detection is carried out on each pressure monitoring point through the pressure detector laid by the plurality of pressure monitoring points to obtain pressure detection information;
according to the laying coordinate information of the pressure detection points and the pressure detection information, determining pressure distribution information;
and sending reminding information when the pressure distribution information does not meet the preset pressure distribution requirement.
Further, the monitoring data obtaining module 17 is further configured to:
obtaining concrete temperature and concrete flow information through the flow monitor and the temperature sensor;
judging whether the concrete temperature meets the requirement of controlling the mold-entering temperature, and sending reminding information when the concrete temperature does not meet the requirement;
determining concrete usage information according to the concrete flow information;
and judging whether the concrete consumption information exceeds the pouring height requirement, and if so, sending early warning information and generating stop information.
Further, the monitoring data obtaining module 17 is further configured to:
storing the monitoring data acquired by all the monitoring devices to generate a monitoring database;
performing visualization processing on each monitoring data according to the monitoring database to generate a visualization image of the monitoring data;
and according to the request information of the field operator, sending the monitoring data set and the monitoring data visual image corresponding to the request information to the operator terminal equipment.
The second embodiment is used for executing the method as in the first embodiment, and both the execution principle and the execution basis can be obtained through the content recorded in the first embodiment, which is not described herein again. Although the present application has been described in connection with particular features and embodiments thereof, the present application is not limited to the example embodiments described herein. Based on the embodiments of the present application, those skilled in the art may make various changes and modifications to the present application without departing from the scope of the present application, and what is obtained in this way also belongs to the protection scope of the present application.
Claims (7)
1. An intelligent control method for a tunnel lining trolley is characterized by comprising the following steps:
acquiring pump interface setting information of a tunnel lining trolley;
according to the pump interface setting information, transversely dividing the pump port, and determining pouring layered division nodes;
acquiring data of a lining wall of a tunnel to be built to obtain tunnel lining shape information and tunnel lining size;
dividing the tunnel lining shape information and the tunnel lining size according to the pouring layered dividing node to determine pouring layered information;
determining the pouring requirements of each layer according to the pouring layering information;
obtaining monitoring parameters and monitoring parameter requirements of each layer according to the pouring requirements and the pouring layering information of each layer;
distributing monitoring equipment according to the monitoring parameters of each layer to generate monitoring execution information, and monitoring each layer to obtain monitoring data of each layer;
traversing and comparing the monitoring data of each layer with the corresponding monitoring parameter requirements, and determining a monitoring comparison result;
and based on the monitoring comparison result, performing parameter control on the tunnel lining trolley.
2. The method of claim 1, wherein determining each layer of casting requirements based on the casting layer information comprises:
according to the pouring layered segmentation nodes, performing corresponding position segmentation on the tunnel lining shape information and the tunnel lining size, and determining tunnel size information and tunnel lining shape information corresponding to each layer;
obtaining pump pouring parameter information;
determining control parameter information of each layer according to the tunnel size information, the tunnel lining shape information and the pump pouring parameter information corresponding to each layer, wherein the control parameter information of each layer is used for carrying out pump operation control on each layer;
and determining the control requirements of each layer based on the control parameter information of each layer and the tunnel size information corresponding to each layer.
3. The method of claim 1, wherein the monitoring device comprises an image acquisition device, a flow monitor, a temperature sensor, a pressure detector, the method comprising:
image acquisition is carried out on the pouring process through image acquisition equipment, and pouring image information is obtained, wherein the pouring image information comprises pouring position coordinates and a pouring image;
extracting pouring height characteristics according to the pouring image, and determining the pouring height;
determining a pouring dividing point according to the pouring layering information and the pouring position coordinate, and comparing the pouring heights according to the pouring dividing point;
and judging whether the pouring height exceeds the pouring dividing point, and if so, sending early warning information and generating stop information, wherein the stop information is used for turning off the pump.
4. The method of claim 3, wherein the method further comprises:
pressure detection is carried out on each pressure monitoring point through the pressure detector laid by the plurality of pressure monitoring points to obtain pressure detection information;
according to the laying coordinate information of the pressure detection points, determining pressure distribution information according to the pressure detection information;
and sending reminding information when the pressure distribution information does not meet the preset pressure distribution requirement.
5. The method of claim 3, wherein the method further comprises:
obtaining concrete temperature and concrete flow information through the flow monitor and the temperature sensor;
judging whether the concrete temperature meets the requirement of controlling the mold-entering temperature, and sending reminding information when the concrete temperature does not meet the requirement;
determining the concrete consumption information according to the concrete flow information;
and judging whether the concrete dosage information exceeds the pouring height requirement, and if so, sending early warning information and generating stop information.
6. The method of claim 3, further comprising:
storing the monitoring data acquired by all the monitoring devices to generate a monitoring database;
performing visualization processing on each monitoring data according to the monitoring database to generate a monitoring data visualization image;
and according to the request information of the field operator, sending the monitoring data set and the monitoring data visual image corresponding to the request information to the operator terminal equipment.
7. An intelligent control system for a tunnel lining trolley, the system comprising:
the setting information acquisition module is used for acquiring the pump interface setting information of the tunnel lining trolley;
the pouring layered segmentation node acquisition module is used for transversely segmenting the pump port according to the pump port setting information and determining a pouring layered segmentation node;
the data acquisition module is used for acquiring data of the lining wall of the tunnel to be built to obtain the shape information and the size of the tunnel lining;
the pouring layering information acquisition module is used for segmenting the tunnel lining shape information and the tunnel lining size according to the pouring layering segmentation node and determining pouring layering information;
each layer of pouring requirement acquisition module is used for determining each layer of pouring requirements according to the pouring layering information;
the monitoring requirement acquisition module is used for acquiring monitoring parameters and monitoring parameter requirements of each layer according to the pouring requirements and the pouring layering information of each layer;
the monitoring data acquisition module is used for distributing monitoring equipment according to the monitoring parameters of each layer, generating monitoring execution information, monitoring each layer and acquiring monitoring data of each layer;
the monitoring comparison result acquisition module is used for performing traversal comparison according to the monitoring data of each layer and the corresponding monitoring parameter requirement to determine a monitoring comparison result;
and the parameter control module is used for carrying out parameter control on the tunnel lining trolley based on the monitoring comparison result.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117436712A (en) * | 2023-12-21 | 2024-01-23 | 山东铁鹰建设工程有限公司 | Real-time monitoring method and system for operation risk of construction hanging basket |
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|---|---|
| CN115726814B (en) | 2023-08-11 |
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Denomination of invention: An intelligent control method and system for tunnel lining trolley Granted publication date: 20230811 Pledgee: Qilu bank Limited by Share Ltd. Tai'an branch Pledgor: SHANDONG TIEYING CONSTRUCTION ENGINEERING Co.,Ltd. Registration number: Y2024980010392 |