CN116182790B - Automatic monitoring device for settlement of ultra-soft foundation treatment of water transport engineering - Google Patents
Automatic monitoring device for settlement of ultra-soft foundation treatment of water transport engineering Download PDFInfo
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- 238000012806 monitoring device Methods 0.000 title claims abstract description 21
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 15
- 238000011282 treatment Methods 0.000 title claims description 38
- 238000004642 transportation engineering Methods 0.000 title claims description 9
- 238000012544 monitoring process Methods 0.000 claims abstract description 60
- 238000012545 processing Methods 0.000 claims abstract description 42
- 238000000034 method Methods 0.000 claims abstract description 17
- 230000008569 process Effects 0.000 claims abstract description 14
- 230000005540 biological transmission Effects 0.000 claims description 37
- 238000001514 detection method Methods 0.000 claims description 24
- 238000011158 quantitative evaluation Methods 0.000 claims description 16
- 238000004062 sedimentation Methods 0.000 claims description 16
- 238000011156 evaluation Methods 0.000 claims description 10
- 230000008859 change Effects 0.000 claims description 6
- 238000011161 development Methods 0.000 claims description 5
- 230000002411 adverse Effects 0.000 claims description 3
- 238000004891 communication Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 18
- 230000000694 effects Effects 0.000 abstract description 4
- 239000002689 soil Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000012502 risk assessment Methods 0.000 description 3
- 241000282414 Homo sapiens Species 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000002159 abnormal effect Effects 0.000 description 1
- 230000005856 abnormality Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010169 landfilling Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000035699 permeability Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000000523 sample Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
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- H—ELECTRICITY
- H04—ELECTRIC COMMUNICATION TECHNIQUE
- H04W—WIRELESS COMMUNICATION NETWORKS
- H04W4/00—Services specially adapted for wireless communication networks; Facilities therefor
- H04W4/30—Services specially adapted for particular environments, situations or purposes
- H04W4/38—Services specially adapted for particular environments, situations or purposes for collecting sensor information
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01L—MEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
- G01L5/00—Apparatus for, or methods of, measuring force, work, mechanical power, or torque, specially adapted for specific purposes
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- G—PHYSICS
- G08—SIGNALLING
- G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
- G08B21/00—Alarms responsive to a single specified undesired or abnormal condition and not otherwise provided for
- G08B21/18—Status alarms
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- G—PHYSICS
- G08—SIGNALLING
- G08B—SIGNALLING OR CALLING SYSTEMS; ORDER TELEGRAPHS; ALARM SYSTEMS
- G08B31/00—Predictive alarm systems characterised by extrapolation or other computation using updated historic data
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- H—ELECTRICITY
- H04—ELECTRIC COMMUNICATION TECHNIQUE
- H04L—TRANSMISSION OF DIGITAL INFORMATION, e.g. TELEGRAPHIC COMMUNICATION
- H04L67/00—Network arrangements or protocols for supporting network services or applications
- H04L67/01—Protocols
- H04L67/12—Protocols specially adapted for proprietary or special-purpose networking environments, e.g. medical networks, sensor networks, networks in vehicles or remote metering networks
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02P—CLIMATE CHANGE MITIGATION TECHNOLOGIES IN THE PRODUCTION OR PROCESSING OF GOODS
- Y02P90/00—Enabling technologies with a potential contribution to greenhouse gas [GHG] emissions mitigation
- Y02P90/02—Total factory control, e.g. smart factories, flexible manufacturing systems [FMS] or integrated manufacturing systems [IMS]
Abstract
The invention discloses an automatic monitoring device for processing settlement of an ultra-soft foundation in a water transport project, which relates to the field of water transport projects and comprises a data acquisition system, a server processing terminal and a user side; the user terminal is respectively connected with the data acquisition system and the server processing terminal, and is used for receiving the operation result sent by the server processing terminal through the network, generating a control instruction and sending the control instruction to the data acquisition system; and the data acquisition system is used for receiving the control instruction, acquiring the soft foundation settlement parameter according to the control instruction, and returning the soft foundation settlement parameter to the user side. According to the invention, the data acquisition system, the server processing terminal and the user side are arranged to replace manual work to read, record, process and analyze the data obtained by monitoring the large-area soft foundation processing construction site, so that the problems that the manual processing program is complicated, the use efficiency of the monitored data is low, the site construction cannot be guided in time, and the early warning effect on various potential safety hazards in the large-area soft foundation processing process is very limited are solved.
Description
Technical Field
The invention relates to the field of water transport engineering, in particular to an automatic monitoring device for treating settlement of an ultra-soft foundation of water transport engineering.
Background
With the development of economic construction, land resources become more and more scarce, and the demand of human beings for ocean space utilization is continuously increasing, and sea-filling land construction is also increasing. The rapid development of sea and land filling projects has raised various problems in the treatment of large-area soft soil foundations. From the practical situation of the established perisea land construction project, the low bearing capacity of the soft soil foundation and the large settlement after the foundation reinforcement are the main problems commonly existing in the current perisea land construction project, and the main reasons are that the hydraulic filling soft soil has the characteristics of high water content, low permeability, high compressibility, low strength and the like, so that accidents such as collapse and landslide caused by instability of the foundation due to too fast loading are easily generated in the engineering practice of carrying out drainage consolidation pre-pressing treatment on the hydraulic filling soft soil, and the accidents are greatly related to the low artificial monitoring frequency, low efficiency and untimely early warning aiming at a large area of soft foundation.
For the data obtained by monitoring the large-area soft foundation treatment construction site, the data are manually read, recorded, processed and analyzed, the process sequence is complicated, and human errors can exist in part of the data obtained by monitoring. The monitoring data can be processed only manually, a large amount of data is difficult to process, the use efficiency of the monitoring data is low, the site construction cannot be guided in time, and the early warning effect on various potential safety hazards in the large-area soft foundation processing process is very limited.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides an automatic monitoring device for the settlement of the ultra-soft foundation treatment of the water transportation engineering.
In order to achieve the above purpose, the invention is realized by the following technical scheme:
an automatic monitoring device for processing settlement of an ultra-soft foundation of a water transportation project comprises a data acquisition system, a server processing terminal and a user side; wherein,
the user terminal is respectively connected with the data acquisition system and the server processing terminal and is used for:
receiving an operation result sent by the server processing terminal through a network, generating a control instruction and sending the control instruction to a data acquisition system;
the data acquisition system is used for receiving the control instruction, acquiring the soft foundation settlement parameter according to the control instruction, and returning the soft foundation settlement parameter to the user side.
Preferably, the data acquisition system comprises a plurality of pipeline pressure sensors, a signal cable, a pressure pipeline, a sedimentation pressure base station, a data acquisition module and a first wireless transmission module;
the pipeline pressure sensor is connected with the data acquisition module through a signal cable, the sedimentation pressure base station is connected with a plurality of pipeline pressure sensors through a pressure pipeline, the first wireless transmission module is connected to the tail end of the data acquisition module, and the first wireless transmission module sends data to the server processing terminal through a mobile network and receives commands.
Preferably, the server processing terminal comprises a second wireless transmission module, a server terminal and a settlement safety quantitative evaluation and early warning system, and the settlement safety quantitative evaluation and early warning system is directly installed on the server terminal.
Preferably, a plurality of pipeline pressure sensors form a sedimentation monitoring network, and the integral sedimentation of the large-area soft foundation is detected by points and planes.
Preferably, the data measured by the pipeline pressure sensor reaches the data acquisition module through the signal cable to be stored and collected, the data is transmitted to the server processing terminal in real time through the first wireless transmission module, the server processing terminal performs real-time calculation and analysis, the detection result is transmitted to the user terminal through the second wireless transmission module, the user terminal controls the data acquisition system for acquiring the soft foundation settlement parameters in real time, a monitoring instruction can be transmitted, monitoring data is acquired in real time, and the first wireless transmission module and the second wireless transmission module are all 3G wireless communication modules.
Preferably, the pipeline pressure sensor, the data acquisition module and the first wireless transmission module are connected with a monitoring station power supply system, and the monitoring station power supply system supplies power for the operation of the pipeline pressure sensor, the data acquisition module and the first wireless transmission module.
Preferably, the server processing terminal receives the sedimentation data transmitted by the data acquisition system for acquiring the sedimentation parameters of the soft foundation in real time through the second wireless transmission module, and the acquired data is automatically calculated and analyzed through the sedimentation safety quantitative evaluation and early warning system.
Preferably, the settlement safety quantitative evaluation and early warning system consists of a foundation safety layered evaluation system and a foundation safety early warning system;
the foundation safety layering evaluation system and the foundation safety early warning system can dynamically analyze according to the real-time change information of the monitoring data, and send out a real-time early warning report based on the analysis result.
Preferably, the foundation safety early warning system follows a large-area soft foundation treatment automation monitoring safety early warning theory;
the foundation safety early warning system divides the grade I-IV according to adverse consequences, emergency degree and development situation possibly caused by the monitoring data, and gives weights to the grade I-IV respectively;
in the running process of the foundation safety layering evaluation system, the monitoring data are dynamically analyzed by utilizing a layering risk evaluation theory according to real-time change of the monitoring data, and the monitoring data are divided into I-IV levels based on analysis results, wherein the I-IV levels comprise IV levels, III levels, II levels and I levels.
Preferably, the settlement safety quantitative evaluation and early warning system can automatically calculate and analyze the collected data in real time, automatically perform settlement safety evaluation on the monitored data according to the large-area soft foundation treatment automatic monitoring safety early warning theory, integrally score the settlement of the foundation treatment, respectively assign weights, and automatically send out warning if the scores exceed a preset level.
Compared with the prior art, the invention at least comprises the following beneficial effects:
according to the invention, the data acquisition system, the server processing terminal and the user side are arranged to replace manual work to read, record, process and analyze the data obtained by monitoring the large-area soft foundation processing construction site, so that the problems that the manual processing program is complicated, the use efficiency of the monitored data is low, the site construction cannot be guided in time, and the early warning effect on various potential safety hazards in the large-area soft foundation processing process is very limited are solved.
The invention provides an automatic monitoring device for processing settlement of an ultra-soft foundation in a water transport project, which comprises a data acquisition system for acquiring settlement parameters of the soft foundation and a server processing terminal, and realizes real-time data exchange between the data acquisition module and the server processing terminal through a 3G network by using a wireless transmission module, so that a series of problems caused by adopting wired network connection are avoided, and the device has the characteristics of portability, flexibility and the like.
According to the automatic monitoring device for the settlement of the ultra-soft foundation treatment of the water transportation engineering, which is provided by the invention, construction managers can check the settlement condition of monitoring points in real time, the detection timeliness is improved, the working efficiency is greatly improved, and the safety of the soft foundation treatment construction can be more effectively ensured; and a plurality of pipeline pressure sensors are distributed, so that soft foundation treatment area settlement detection is formed at the server treatment terminal, and the construction unit can conveniently and uniformly manage and maintain the detection of the plurality of soft foundation treatments of the engineering.
Drawings
FIG. 1 is a schematic diagram of the overall structure of the present invention;
FIG. 2 is a schematic diagram of the sensing sedimentation monitoring principle of the present invention;
FIG. 3 is a schematic diagram of the sedimentation safety quantitative evaluation and early warning system of the present invention.
In the figure: 1. a pipeline pressure sensor; 2. a signal cable; 3. a monitoring station power supply system; 4. a data acquisition module; 5. a first wireless transmission module; 6. a second wireless transmission module; 7. a server terminal; 8. a settlement safety quantitative evaluation and early warning system; 9. a user terminal; 10. a pressure line; 11. a sedimentation pressure base station; 12. and a measuring point protecting cover.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments.
Example 1
Referring to fig. 1, the present invention provides a technical solution: the automatic monitoring device for the settlement of the ultra-soft foundation treatment of the water transportation engineering comprises a server processing terminal, a data acquisition system for acquiring settlement parameters of the soft foundation and a user terminal 9, wherein the data acquisition system for acquiring the settlement parameters of the soft foundation comprises a pipeline pressure sensor 1, a signal cable 2, a pressure pipeline 10, a settlement pressure base station 11, a data acquisition module 4, a first wireless transmission module 5 and a monitoring station power supply system 3;
the server processing terminal comprises a second wireless transmission module 6, a server terminal 7 and a settlement safety quantitative evaluation and early warning system 8;
the pipeline pressure sensors 1 are arranged in each soft foundation treatment settlement detection area, a plurality of pipeline pressure sensors 1 form a large-area settlement detection network, monitoring data are transmitted to the data acquisition module 4 in real time through the signal cable 2, the data acquisition module 4 transmits the detection data to the server treatment terminal in real time through the first wireless transmission module 5, and the monitoring station power supply system 3 supplies power to the whole data acquisition system for acquiring the settlement parameters of the soft foundation through the cable.
After receiving the detection data transmitted in real time by the first wireless transmission module 5, the second wireless transmission module 6 stores and analyzes the data in the server terminal 7, analyzes the transmission data in real time by the settlement safety quantitative evaluation and early warning system 8 installed on the server terminal 7, automatically evaluates the settlement safety of the monitoring data according to the programming standard, integrally scores the settlement of the foundation treatment, and automatically gives out an alarm if the score exceeds a preset threshold.
It should be noted that, unlike manual settlement detection, in the face of single settlement data abnormality, the settlement automatic monitoring device does not immediately send out an alarm, but calculates and analyzes the overall safety of the whole soft foundation treatment through the settlement safety quantitative evaluation and early warning system 8, and sends out an operation result to the user terminal 9 in real time through the second wireless transmission module 6, and the user terminal 9 can also directly send out a monitoring instruction to the first wireless transmission module 5 for encryption monitoring, and if the overall safety exceeds a set safety level, an alarm is sent out;
according to the invention, the data acquisition system, the server processing terminal and the user side are arranged to replace manual work to read, record, process and analyze the data obtained by monitoring the large-area soft foundation processing construction site, so that the problems that the manual processing procedure is complicated, the use efficiency of the monitored data is low, the site construction cannot be guided in time, and the early warning effect on various potential safety hazards in the large-area soft foundation processing process is very limited are solved;
the invention provides an automatic monitoring device for processing settlement of an ultra-soft foundation in a water transport project, which comprises a data acquisition system for acquiring settlement parameters of the soft foundation and a server processing terminal, and realizes real-time data exchange between the data acquisition module and the server processing terminal through a 3G network by using a wireless transmission module, so that a series of problems caused by adopting wired network connection are avoided, and the device has the characteristics of portability, flexibility and the like.
According to the automatic monitoring device for the settlement of the ultra-soft foundation treatment of the water transportation engineering, which is provided by the invention, construction managers can check the settlement condition of monitoring points in real time, the detection timeliness is improved, the working efficiency is greatly improved, and the safety of the soft foundation treatment construction can be more effectively ensured; and a plurality of pipeline pressure sensors are distributed, so that soft foundation treatment area settlement detection is formed at the server treatment terminal, and the construction unit can conveniently and uniformly manage and maintain the detection of the plurality of soft foundation treatments of the engineering.
Example 2
Referring to fig. 1-2, based on embodiment 1, a pipeline pressure sensor 1 is installed on the surface of a measured soft foundation, and the pipeline pressure sensor 1 is protected by a measuring point protection cover 12; the sedimentation pressure base station 11 is provided with a liquid storage tank and is connected with the pipeline pressure sensor 1 through a pressure pipeline 10.
Because the foundation subsides, when the probe is in different positions, the hydraulic pressure that pipeline pressure sensor 1 received is different, the hydraulic pressure data that pipeline pressure sensor 1 received is transmitted to data acquisition module 4 through signal cable 2 to through the real-time transmission of first wireless transmission module 5 to server processing terminal, according to the different hydraulic pressures that the detection obtained, server terminal 7 can calculate the relative elevation of different positions, compares with initial relative elevation and can obtain the subsidence value of this period of time.
Example 3
Referring to fig. 1-3, on the basis of embodiments 1-2, the settlement safety quantitative evaluation and early warning system 8 is composed of a foundation safety layered evaluation theory and a foundation safety early warning theory;
the adopted large-area soft foundation treatment automation monitoring safety early warning theory refers to a set of monitoring data quantitative scoring rules based on foundation safety risk assessment, and a scoring rule of 3-level objects such as monitoring sensor safety scoring, settlement monitoring item safety scoring, monitoring item/engineering safety scoring and the like is established according to the complexity of the monitoring objects and the principle from simple to complex through soft foundation treatment engineering practice experience. In the ground-based security hierarchical risk assessment theory, the score of a high-level monitoring object is calculated from the score-specific logic rules of a plurality of low-level monitoring objects constituting the object.
And dividing the analysis result of the monitoring data into I-IV levels according to possible adverse consequences, emergency degree and development situation according to the sensor scores, sedimentation monitoring scores and scores of other monitoring projects, and respectively giving weights to the analysis result. In the running process of the system, the monitoring data are dynamically analyzed by utilizing a layered risk assessment theory according to the real-time change of the monitoring data, and the monitoring data are divided into I-IV levels based on analysis results, wherein the I-IV levels comprise IV levels (generally normal), III levels (abnormal), II levels (dangerous) and I levels (dangerous) of the I-IV levels; the large-area soft foundation processing automatic monitoring and safety risk early warning system can dynamically analyze according to the real-time change information of the monitoring data, and send out a real-time early warning report to the user side 9 based on the analysis result.
Example 4
On the basis of examples 1-3, the stability of the pipeline pressure sensor 1 has a very great influence on the whole device, the stability index of a certain pipeline pressure sensor 1 can be obtained by combining the detection data of the pipeline pressure sensor 1 with the detection data of the pipeline pressure sensor 1 adjacent to the pipeline pressure sensor 1,
wherein,for a stability index of a certain pipeline pressure sensor 1,as the detection value of a certain pipe pressure sensor 1,is adjacent to a certain pipeline pressure sensor 1The detection value of the individual pipe pressure sensors 1,is the first toAdjacent first pipeline pressure sensor 1The detection value of the individual pipe pressure sensors 1,it is indicated that the desire is to be met,the adjacent pipeline pressure sensor 1 for a certain pipeline pressure sensor 1 is provided withThe number of the two-dimensional space-saving type,is the first toThe adjacent pipeline pressure sensors 1 of the pipeline pressure sensors 1 are provided withAnd each.
The working principle of the scheme has the beneficial effects that: through detecting the stability index of each pipeline pressure sensor 1, ensure that all pipeline pressure sensors 1 are in steady state, and then guarantee to be in reliable state to the monitoring of foundation subsidence, when the stability index of a certain pipeline pressure sensor 1 is not in the within range of predetermineeing, indicate that this pipeline pressure sensor 1 breaks down or other problems, need overhaul this pipeline pressure sensor 1 to guarantee the reliability to the monitoring of foundation subsidence.
In the description of the present invention, it should be noted that, directions or positional relationships indicated by terms such as "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", etc., are based on directions or positional relationships shown in the drawings, are merely for convenience of description and simplification of description, and do not indicate or imply that the apparatus or element to be referred to must have a specific direction, be constructed and operated in the specific direction, and thus should not be construed as limiting the present invention; the terms "first," "second," "third," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying relative importance, and furthermore, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "coupled," and the like are to be construed broadly, and may be fixedly coupled, detachably coupled, or integrally coupled, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention will be understood in specific cases by those of ordinary skill in the art. Moreover, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (9)
1. An automatic monitoring device for settlement of water transport engineering ultra-soft foundation treatment is characterized in that: the system comprises a data acquisition system, a server processing terminal and a user side (9); wherein,
the user end (9) is respectively connected with the data acquisition system and the server processing terminal and is used for:
receiving an operation result sent by the server processing terminal through a network, generating a control instruction and sending the control instruction to a data acquisition system;
the data acquisition system is used for receiving the control instruction, acquiring soft foundation settlement parameters according to the control instruction, and returning the soft foundation settlement parameters to the user side (9);
the data acquisition system comprises a plurality of pipeline pressure sensors (1), a signal cable (2), a pressure pipeline (10), a sedimentation pressure base station (11), a data acquisition module (4) and a first wireless transmission module (5);
the pipeline pressure sensors (1) are connected with the data acquisition modules (4) through signal cables (2), the sedimentation pressure base stations (11) are connected with a plurality of pipeline pressure sensors (1) through pressure pipelines (10), the first wireless transmission modules (5) are connected to the tail ends of the data acquisition modules (4), and the first wireless transmission modules (5) send data to the server processing terminals through mobile networks and receive commands;
the stability index of a certain pipeline pressure sensor (1) can be obtained by combining the detection data of the pipeline pressure sensor (1) and the detection data of the pipeline pressure sensor (1) adjacent to the pipeline pressure sensor (1) with the following formula,
wherein,for the stability index of a certain pipeline pressure sensor (1), is +.>For the detection value of a certain pipeline pressure sensor (1), is +.>Is the first adjacent to a certain pipeline pressure sensor (1)>Detection value of the individual line pressure sensor (1), ->Is->Adjacent +.>Detection value of the individual line pressure sensor (1), ->Indicating desire(s)>The adjacent pipeline pressure sensor (1) for a certain pipeline pressure sensor (1) is provided with +>Personal (S)>Is->The adjacent pipeline pressure sensors (1) of the pipeline pressure sensors (1) are provided with +.>And each.
2. The automated monitoring device for settlement of ultra-soft foundation treatment of water-borne engineering according to claim 1, wherein:
the server processing terminal comprises a second wireless transmission module (6), a server terminal (7) and a settlement safety quantitative evaluation and early warning system (8), wherein the settlement safety quantitative evaluation and early warning system (8) is directly installed on the server terminal (7), and the second wireless transmission module (6) is used for being communicated with the data acquisition system.
3. The automated monitoring device for settlement of ultra-soft foundation treatment of water-borne engineering according to claim 1, wherein:
and a plurality of pipeline pressure sensors (1) form a sedimentation monitoring network, and the integral sedimentation of the large-area soft foundation is detected by points and surfaces.
4. The automated monitoring device for settlement of ultra-soft foundation treatment of water-borne engineering according to claim 2, wherein:
the pipeline pressure sensor (1) detects data and reaches the data acquisition module (4) through the signal cable (2) to store and collect, and the data is transmitted to the server processing terminal in real time through the first wireless transmission module (5), the server processing terminal performs real-time calculation and analysis, and transmits detection results to the user side (9) through the second wireless transmission module (6), the user side (9) controls the data acquisition system for acquiring soft foundation settlement parameters in real time, can transmit monitoring instructions, and acquires monitoring data in real time, wherein the first wireless transmission module (5) and the second wireless transmission module (6) are 3G wireless communication modules.
5. The automated monitoring device for settlement of ultra-soft foundation treatment of water-borne engineering according to claim 2, wherein:
the pipeline pressure sensor (1), the data acquisition module (4) and the first wireless transmission module (5) are connected to the monitoring station power supply system (3), and the monitoring station power supply system (3) supplies power for the operation of the pipeline pressure sensor (1), the data acquisition module (4) and the first wireless transmission module (5).
6. The automated monitoring device for settlement of ultra-soft foundation treatment of water-borne engineering according to claim 2, wherein:
the server processing terminal receives settlement data transmitted by a data acquisition system for acquiring settlement parameters of the soft foundation in real time through a second wireless transmission module (6), and the acquired data is automatically calculated and analyzed through the settlement safety quantitative evaluation and early warning system (8).
7. The automated monitoring device for settlement of ultra-soft foundation treatment of water-borne engineering according to claim 6, wherein:
the settlement safety quantitative evaluation and early warning system (8) consists of a foundation safety layered evaluation system and a foundation safety early warning system;
the foundation safety layering evaluation system and the foundation safety early warning system can dynamically analyze according to the real-time change information of the monitoring data, and send out a real-time early warning report based on the analysis result.
8. The automated monitoring device for settlement of ultra-soft foundation treatment of water-borne engineering according to claim 7, wherein:
the foundation safety early warning system follows a large-area soft foundation treatment automation monitoring safety early warning theory;
the foundation safety early warning system divides the grade I-IV according to adverse consequences, emergency degree and development situation possibly caused by the monitoring data, and gives weights to the grade I-IV respectively;
in the running process of the foundation safety layering evaluation system, the monitoring data are dynamically analyzed by utilizing a layering risk evaluation theory according to real-time change of the monitoring data, and the monitoring data are divided into I-IV levels based on analysis results, wherein the I-IV levels comprise IV levels, III levels, II levels and I levels.
9. The automated monitoring device for settlement of ultra-soft foundation treatment of water-borne engineering according to claim 8, wherein:
the settlement safety quantitative evaluation and early warning system (8) can automatically calculate and analyze the collected data in real time, automatically evaluate the settlement of the monitored data according to the large-area soft foundation treatment automatic monitoring safety early warning theory, integrally score the settlement of the foundation treatment, respectively assign weights, and automatically send out warning if the scores exceed a preset level.
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008041052A1 (en) * | 2006-10-06 | 2008-04-10 | Nec Europe Ltd. | Method for electing aggregator nodes in a network |
| CN207934008U (en) * | 2017-12-22 | 2018-10-02 | 深圳工云科技有限公司 | Treatment of soft foundation based on lora networking technologys monitors system |
| CN108731635A (en) * | 2018-07-12 | 2018-11-02 | 浙江省水利水电勘测设计院 | A kind of dam profundal zone large deformation settlement observer and method |
| CN109736366A (en) * | 2019-01-18 | 2019-05-10 | 中交第三航务工程局有限公司 | The automatic monitoring system and monitoring method of land-based area treatment of soft foundation |
| CN212926020U (en) * | 2020-07-08 | 2021-04-09 | 中交四航局第七工程有限公司 | Soft soil foundation real-time negative pressure monitoring system |
| CN113207102A (en) * | 2021-04-21 | 2021-08-03 | 中交四航局第七工程有限公司 | Large-area soft soil foundation treatment construction site monitoring system |
-
2023
- 2023-01-03 CN CN202310003922.7A patent/CN116182790B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2008041052A1 (en) * | 2006-10-06 | 2008-04-10 | Nec Europe Ltd. | Method for electing aggregator nodes in a network |
| CN207934008U (en) * | 2017-12-22 | 2018-10-02 | 深圳工云科技有限公司 | Treatment of soft foundation based on lora networking technologys monitors system |
| CN108731635A (en) * | 2018-07-12 | 2018-11-02 | 浙江省水利水电勘测设计院 | A kind of dam profundal zone large deformation settlement observer and method |
| CN109736366A (en) * | 2019-01-18 | 2019-05-10 | 中交第三航务工程局有限公司 | The automatic monitoring system and monitoring method of land-based area treatment of soft foundation |
| CN212926020U (en) * | 2020-07-08 | 2021-04-09 | 中交四航局第七工程有限公司 | Soft soil foundation real-time negative pressure monitoring system |
| CN113207102A (en) * | 2021-04-21 | 2021-08-03 | 中交四航局第七工程有限公司 | Large-area soft soil foundation treatment construction site monitoring system |
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