CN116342326B - Highway and bridge tunnel engineering measurement and control terminal - Google Patents
Highway and bridge tunnel engineering measurement and control terminal Download PDFInfo
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- CN116342326B CN116342326B CN202310375340.1A CN202310375340A CN116342326B CN 116342326 B CN116342326 B CN 116342326B CN 202310375340 A CN202310375340 A CN 202310375340A CN 116342326 B CN116342326 B CN 116342326B
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- 238000005259 measurement Methods 0.000 title claims abstract description 17
- 238000010276 construction Methods 0.000 claims abstract description 219
- 238000004458 analytical method Methods 0.000 claims abstract description 137
- 238000012544 monitoring process Methods 0.000 claims abstract description 47
- 238000012502 risk assessment Methods 0.000 claims abstract description 31
- 238000013500 data storage Methods 0.000 claims abstract description 22
- 230000011218 segmentation Effects 0.000 claims abstract description 22
- 230000005641 tunneling Effects 0.000 claims abstract description 11
- 238000004891 communication Methods 0.000 claims abstract description 8
- 238000004364 calculation method Methods 0.000 claims description 37
- 238000000034 method Methods 0.000 claims description 30
- 230000002159 abnormal effect Effects 0.000 claims description 19
- 238000005286 illumination Methods 0.000 claims description 16
- 239000000428 dust Substances 0.000 claims description 10
- 238000011835 investigation Methods 0.000 claims description 4
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- 238000007726 management method Methods 0.000 description 2
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
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- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F11/00—Error detection; Error correction; Monitoring
- G06F11/30—Monitoring
- G06F11/3058—Monitoring arrangements for monitoring environmental properties or parameters of the computing system or of the computing system component, e.g. monitoring of power, currents, temperature, humidity, position, vibrations
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F11/00—Error detection; Error correction; Monitoring
- G06F11/30—Monitoring
- G06F11/32—Monitoring with visual or acoustical indication of the functioning of the machine
- G06F11/324—Display of status information
- G06F11/327—Alarm or error message display
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- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
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Abstract
The invention belongs to the technical field of highway bridge tunneling engineering, in particular to a measurement and control terminal for highway and bridge tunneling engineering, which comprises terminal equipment, wherein the terminal equipment comprises a terminal equipment shell, an equipment display screen is fixedly arranged on the front surface of the terminal equipment shell, an equipment alarm is arranged at the top of the terminal equipment shell, a processor is arranged in the terminal equipment, and the processor is in communication connection with a data storage module, a terminal safety monitoring module, an engineering segmentation intelligent decision module and a construction risk assessment judgment module; the invention realizes the sectional progress monitoring analysis by the engineering sectional intelligent decision module, is beneficial to ensuring the timely completion of the construction of each road section, ensures the safe construction of each road section in the road bridge tunnel engineering construction by the construction risk evaluation judgment module through the sectional risk analysis, and ensures the safe operation of the corresponding terminal equipment by the terminal safety monitoring module.
Description
Technical Field
The invention relates to the technical field of highway bridge tunneling engineering, in particular to a measurement and control terminal for highway and bridge tunneling engineering.
Background
Terminals, also called terminal devices, are machines in the computer network that are located at the outermost periphery of the network, for users to input data and display their calculation results, some of which are all electronic and some of which are electromechanical; the measurement and control terminal is used for processing and displaying relevant monitoring information in the construction process of highway bridge tunnel engineering, the existing highway and bridge tunnel engineering measurement and control terminal only can play roles of information display and data transfer transmission, the corresponding construction road section cannot be subjected to subsection progress analysis and subsection risk monitoring, smooth and safe completion of the corresponding construction road section cannot be guaranteed, the safety condition of the terminal equipment cannot be effectively monitored and fed back, the safety and stability operation of the measurement and control terminal cannot be guaranteed, and improvement is needed;
in view of the above technical drawbacks, a solution is now proposed.
Disclosure of Invention
The invention aims to provide a highway and bridge tunneling engineering measurement and control terminal, which solves the problems that the prior art cannot analyze the sectioning progress and monitor the sectioning risk of a corresponding construction road section, cannot ensure the smooth and safe completion of the corresponding construction road section, cannot effectively monitor and feed back the safety condition of terminal equipment, and is not beneficial to ensuring the safe and stable operation of the measurement and control terminal.
In order to achieve the above purpose, the present invention provides the following technical solutions:
the utility model provides a highway and bridge tunnel engineering measurement and control terminal, includes terminal equipment, and terminal equipment includes terminal equipment casing, the fixed setting in the back of terminal equipment casing is on the equipment fixed plate, the fixed equipment display screen that sets up in front of terminal equipment casing, the equipment alarm is installed at the top of terminal equipment casing, terminal equipment embeds the treater, and the treater all communication connection with data storage module, terminal security monitoring module, engineering segmentation intelligent decision module and construction risk assessment judgement module;
the terminal safety monitoring module is used for carrying out safety monitoring analysis on the corresponding terminal equipment, generating a terminal safety signal or a terminal risk signal of the corresponding terminal equipment through the safety monitoring analysis, sending the terminal safety signal or the terminal risk signal to the processor, sending the terminal safety signal or the terminal risk signal to the equipment display screen for display by the processor, and controlling the equipment alarm to send out a corresponding alarm when the terminal risk signal is received;
the engineering segmentation intelligent decision module is used for carrying out segmentation monitoring on road sections which are required to be controlled corresponding to roads or bridge-tunnel engineering, generating construction progress abnormal signals, construction progress normal signals or construction progress accelerating signals of the corresponding road sections through segmentation monitoring, sending the construction progress abnormal signals, the construction progress normal signals or the construction progress accelerating signals of the corresponding road sections to the processor, and sending the construction progress abnormal signals, the construction progress normal signals or the construction progress accelerating signals to the equipment display screen for display;
the construction risk assessment judging module is used for carrying out sectional risk analysis on the road sections which are required to be controlled by the corresponding road or bridge-tunnel engineering, generating a construction high risk signal or a construction low risk signal of the corresponding road sections through the sectional risk analysis, sending the construction high risk signal or the construction low risk signal of the corresponding road sections to the processor, and sending the construction high risk signal or the construction low risk signal of the corresponding road sections to the equipment display screen for display.
Further, the specific operation process of the terminal security monitoring module includes:
acquiring the environment information and the equipment internal information of the corresponding terminal equipment, performing terminal environment analysis based on the environment information of the corresponding terminal equipment to acquire a terminal environment coefficient, and performing terminal condition analysis based on the equipment internal information of the corresponding terminal equipment to acquire a terminal condition coefficient; and the data storage module is used for calling a preset terminal environment threshold value and a preset terminal condition threshold value, respectively carrying out numerical comparison on the terminal environment coefficient and the terminal condition coefficient and the preset terminal environment threshold value and the preset terminal condition threshold value, judging that the corresponding terminal equipment is in a safe state and generating a terminal safety signal if the terminal environment coefficient and the terminal condition coefficient are smaller than or equal to the corresponding threshold values, and generating a terminal risk signal if the terminal environment coefficient and the terminal condition coefficient are smaller than or equal to the corresponding threshold values.
Further, the specific analysis process of the terminal environment analysis is as follows:
acquiring real-time environment temperature, real-time environment humidity and real-time illumination intensity in environment information of corresponding terminal equipment, calling a preset safety temperature range, a preset safety humidity range and a preset safety illumination range through a data storage module, carrying out average value calculation on the maximum value and the minimum value of the preset safety temperature range to acquire a preset temperature median value, carrying out difference value calculation on the real-time environment temperature of the environment of the corresponding terminal equipment and the preset temperature median value, taking an absolute value to acquire a ring temperature difference value, and similarly acquiring a ring humidity difference value and a ring light difference value; and carrying out numerical calculation on the ring temperature difference value, the ring humidity difference value and the ring light difference value to obtain a terminal environment coefficient.
Further, the specific analysis process of the terminal condition analysis is as follows:
the method comprises the steps of obtaining real-time temperatures at a plurality of positions in corresponding terminal equipment, marking the maximum real-time temperature in the corresponding terminal equipment as a terminal high-temperature value, carrying out average value calculation on the real-time temperatures at the plurality of positions in the corresponding terminal equipment to obtain a terminal internal temperature value, obtaining vibration amplitude and vibration frequency of the corresponding terminal equipment, and carrying out numerical calculation on the terminal high-temperature value, the terminal internal temperature value, the vibration amplitude and the vibration frequency of the corresponding terminal equipment to obtain a terminal condition coefficient.
Further, the specific operation process of the engineering segmentation intelligent decision module comprises the following steps:
the method comprises the steps of obtaining road sections required to be controlled corresponding to a highway or bridge tunneling project, marking the road sections as supervision road sections, dividing the supervision road sections into a plurality of groups of supervision sub-road sections, marking the supervision road sections as analysis road sections u, u=1, 2, …, m, m representing the number of the supervision sub-road sections in the supervision road sections and m being a positive integer greater than 1; acquiring a current date and a construction starting date of a corresponding analysis road section u, calculating a difference value between the current date and the construction starting date to acquire a road section construction time length value of the corresponding analysis road section u, calling a preset construction time length threshold of the corresponding analysis road section u through a data storage module, and judging that the corresponding analysis road section u cannot be completed on time and generating a construction progress abnormal signal if the road section construction time length value is greater than or equal to the preset construction time length threshold; if the construction time length value of the road section is smaller than the preset construction time length threshold value, generating a construction progress accelerating signal or a construction progress normal signal through intelligent decision analysis.
Further, the specific analysis process of the intelligent decision analysis is as follows:
calculating the difference value between a preset construction time threshold value and a road section construction time value to obtain a road section construction residual time value; acquiring a construction completion progress percentage value of a corresponding analysis road section u, acquiring a road section to-be-constructed percentage value based on the construction completion progress percentage value and through difference value calculation, and carrying out numerical calculation on the road section to-be-constructed percentage value and a road section construction residual duration value to acquire a decision analysis value;
the method comprises the steps of calling a preset decision analysis threshold value of a corresponding analysis road section u through a data storage module, carrying out numerical comparison on the decision analysis value and the preset decision analysis threshold value, judging that the corresponding analysis road section u is difficult to complete in time and generating a construction progress accelerating signal if the decision analysis value is larger than or equal to the corresponding preset decision analysis threshold value, and judging that the corresponding analysis road section u can complete in time and generate a construction progress normal signal if the decision analysis value is smaller than the corresponding preset decision analysis threshold value.
Further, the specific operation process of the construction risk assessment judging module comprises the following steps:
acquiring the average personnel distribution quantity of the analysis road section u corresponding to the adjacent historical monitoring period, acquiring the personnel flow data and the construction accident value of the analysis road section u corresponding to the adjacent historical monitoring period, and carrying out numerical calculation on the average personnel distribution quantity, the personnel flow data and the construction accident value of the analysis road section u to acquire the supervision grade value of the analysis road section u corresponding to the adjacent historical monitoring period; the method comprises the steps that a preset supervision level threshold value is called through a data storage module, the supervision level value is compared with the preset supervision level threshold value in a numerical mode, if the supervision level value is larger than or equal to the preset supervision level threshold value, a corresponding analysis road section u is marked as a key supervision road section, and if the supervision level value is smaller than the preset supervision level threshold value, the corresponding analysis road section u is marked as a common supervision road section; and carrying out risk assessment analysis on the key supervision road section and the common supervision road section, wherein the risk assessment analysis frequency of the key supervision road section is higher than that of the common supervision road section, and generating a construction high risk signal or a construction low risk signal of the corresponding analysis road section u through risk assessment analysis.
Further, the specific analysis procedure of the risk assessment analysis is as follows:
acquiring average temperature data, average dust data, average illumination intensity data, average ultraviolet intensity data and average noise decibel data of an analysis road section u corresponding to a detection period, and carrying out numerical calculation on the average temperature data, the average dust data, the average illumination intensity data, the average ultraviolet intensity data and the average noise decibel data of the analysis road section u to acquire a road section risk value; the method comprises the steps of calling a preset road segment risk threshold value through a data storage module, comparing the road segment risk value of a corresponding analysis road segment u with the preset road segment risk threshold value in a numerical mode, generating a construction high risk signal if the road segment risk value is greater than or equal to the preset road segment risk threshold value, and generating a construction low risk signal if the road segment risk value is smaller than the preset road segment risk threshold value; the value of the preset road segment risk threshold corresponding to the key supervision road segment is smaller than that of the preset road segment risk threshold corresponding to the common supervision road segment.
Further, the terminal device is in communication connection with the remote operation display platform, the processor sends the terminal safety signal or the terminal risk signal to the remote operation display platform for display through the terminal device, and when a manager of the remote operation display platform receives the terminal risk signal, the manager should timely arrange the corresponding personnel to check and regulate so as to ensure the safe operation of the corresponding terminal device.
Further, the processor transmits the construction progress abnormal signal, the construction progress normal signal or the construction progress accelerating signal to the remote operation display platform through the terminal equipment, and a manager of the remote operation display platform contacts the corresponding construction supervisor and prompts the corresponding construction supervisor to accelerate the construction progress when receiving the construction progress accelerating signal, and contacts the corresponding construction supervisor to conduct reason investigation and re-plan the construction plan when receiving the construction progress abnormal signal.
Further, the processor sends the construction high risk signal or the construction low risk signal to the remote operation display platform through the terminal equipment, and the remote operation display platform contacts corresponding construction supervisory personnel to suspend construction of the corresponding road section according to the requirement when receiving the construction high risk signal.
Compared with the prior art, the invention has the beneficial effects that:
1. according to the invention, the engineering segmentation intelligent decision module is used for realizing segmentation progress monitoring analysis, so that the timely completion of construction of each road section is guaranteed; the construction risk assessment judging module generates a construction high-risk signal or a construction low-risk signal of a corresponding road section through segmentation risk analysis, and contacts corresponding construction supervisory personnel to suspend construction of the corresponding road section according to requirements when the remote operation display platform receives the construction high-risk signal, so that safety construction of each road section in road bridge tunnel engineering construction is further ensured;
2. according to the invention, the terminal security monitoring module is used for carrying out security monitoring analysis on the corresponding terminal equipment and generating the terminal security signal or the terminal risk signal, and when a manager of the remote operation display platform receives the terminal risk signal, the manager should timely arrange the corresponding personnel to check and regulate so as to ensure the safe operation of the corresponding terminal equipment, and through formulation calculation and numerical analysis, the accuracy of an analysis result is ensured, the intelligent degree of the measurement and control terminal is obviously improved, and the equipment performance of the measurement and control terminal is improved.
Drawings
For the convenience of those skilled in the art, the present invention will be further described with reference to the accompanying drawings;
FIG. 1 is a schematic diagram of the overall structure of the present invention;
FIG. 2 is a communication block diagram of a terminal device and a remote operation display platform according to the present invention;
FIG. 3 is a system block diagram of a first embodiment of the present invention;
FIG. 4 is a system block diagram of a second embodiment of the present invention;
fig. 5 is a system block diagram of a third embodiment of the present invention.
Reference numerals: 1. a terminal device housing; 2. a device display screen; 3. an apparatus fixing plate; 4. a device alarm.
Description of the embodiments
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. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Embodiment one:
as shown in fig. 1-3, the measurement and control terminal for highway and bridge and tunnel engineering provided by the invention comprises terminal equipment, wherein the terminal equipment comprises a terminal equipment shell 1, the back surface of the terminal equipment shell 1 is fixedly arranged on an equipment fixing plate 3, the front surface of the terminal equipment shell 1 is fixedly provided with an equipment display screen 2, the top of the terminal equipment shell 1 is provided with an equipment alarm 4, the terminal equipment is in communication connection with a remote operation display platform so as to realize remote control and information display, the measurement and control management for highway and bridge and tunnel engineering is convenient for corresponding remote management staff, a processor is arranged in the terminal equipment, and the processor is in communication connection with a data storage module and a terminal safety monitoring module;
the terminal safety monitoring module carries out safety monitoring analysis on the corresponding terminal equipment, generates a terminal safety signal or a terminal risk signal of the corresponding terminal equipment through the safety monitoring analysis, and the specific operation process of the terminal safety monitoring module is as follows:
acquiring the environment information and the equipment internal information of the corresponding terminal equipment, and carrying out terminal environment analysis based on the environment information of the corresponding terminal equipment to acquire a terminal environment coefficient DH, wherein the terminal environment coefficient DH is specifically: acquiring real-time environment temperature, real-time environment humidity and real-time illumination intensity in environment information of corresponding terminal equipment, calling a preset safety temperature range, a preset safety humidity range and a preset safety illumination range through a data storage module, carrying out average value calculation on the maximum value and the minimum value of the preset safety temperature range to acquire a preset temperature median value, carrying out difference value calculation on the real-time environment temperature of the environment of the corresponding terminal equipment and the preset temperature median value, acquiring a ring temperature difference value HW by taking an absolute value, and acquiring a ring humidity difference value HS and a ring light difference value HG by the same;
by the formulaSubstituting the ring temperature difference HW, the ring humidity difference HS and the ring light difference HG for numerical calculation, and obtaining a terminal environment coefficient DH of corresponding terminal equipment after the numerical calculation; wherein qp1, qp2 and qp3 are preset proportionality coefficients, values of qp1, qp2 and qp3 are all larger than 1, and qp1 > qp2 > qp3; and the numerical value of the terminal environment coefficient DH is in a direct proportion relation with the ring temperature difference value HW, the ring humidity difference value HS and the ring light difference value HG, and the larger the numerical value of the terminal environment coefficient DH is, the worse the environment where the corresponding terminal equipment is located in the corresponding period is indicated;
terminal condition analysis is carried out based on the equipment internal information of the corresponding terminal equipment to obtain a terminal condition coefficient, specifically: acquiring real-time temperatures at a plurality of positions in corresponding terminal equipment, marking the maximum real-time temperature in the corresponding terminal equipment as a terminal high-temperature value DG, carrying out average value calculation on the real-time temperatures at the plurality of positions in the corresponding terminal equipment to acquire a terminal internal temperature value DN, and acquiring vibration amplitude DP and vibration frequency DL of the corresponding terminal equipment;
by the formulaSubstituting the terminal high temperature value DG, the terminal internal temperature value DN, the vibration amplitude DP and the vibration frequency DL of the corresponding terminal equipment to perform numerical calculation, and acquiring a terminal condition coefficient DK after the numerical calculation;
wherein mh1, mh2, mh3 and mh4 are preset weight coefficients, values of mh1, mh2, mh3 and mh4 are all larger than zero, mh1 is larger than mh2 and mh3 is larger than mh4, and values of terminal condition coefficients DK are in direct proportion to terminal high temperature value DG, terminal internal temperature value DN, vibration amplitude DP and vibration frequency DL, and the larger the values of the terminal condition coefficients DK are, the worse the internal safety conditions of corresponding terminal equipment are indicated;
and the data storage module is used for calling a preset terminal environment threshold value and a preset terminal condition threshold value, respectively carrying out numerical comparison on a terminal environment coefficient DH and a terminal condition coefficient DK and the preset terminal environment threshold value and the preset terminal condition threshold value, if the terminal environment coefficient DH and the terminal condition coefficient DK are smaller than or equal to the corresponding threshold values, indicating that the running risk of the corresponding terminal equipment is smaller, judging that the corresponding terminal equipment is in a safe state and generating a terminal safety signal, and otherwise judging that the running risk of the corresponding terminal equipment is larger and generating a terminal risk signal.
The terminal safety monitoring module sends a terminal safety signal or a terminal risk signal to the processor, the processor sends the terminal safety signal or the terminal risk signal to the equipment display screen 2 for display, and when the terminal risk signal is received, the equipment alarm 4 is controlled to send out a corresponding alarm; the processor sends the terminal safety signal or the terminal risk signal to the remote operation display platform for display through the terminal equipment, and when a manager of the remote operation display platform receives the terminal risk signal, the manager should timely arrange corresponding personnel to check and regulate so as to ensure the safe operation of the corresponding terminal equipment.
Embodiment two:
the difference between the present embodiment and embodiment 1 is that the engineering segmentation intelligent decision module performs segment monitoring on the road section required to be managed and controlled by the corresponding highway or bridge-tunnel engineering, and the specific operation process of the engineering segmentation intelligent decision module is as follows:
the method comprises the steps of obtaining road sections required to be controlled corresponding to a highway or bridge tunneling project, marking the road sections as supervision road sections, dividing the supervision road sections into a plurality of groups of supervision sub-road sections, marking the supervision road sections as analysis road sections u, u=1, 2, …, m, m representing the number of the supervision sub-road sections in the supervision road sections and m being a positive integer greater than 1; acquiring a current date and a construction starting date of a corresponding analysis road section u, calculating a difference value between the current date and the construction starting date to acquire a road section construction time length value LSu of the corresponding analysis road section u, calling a preset construction time length threshold of the corresponding analysis road section u through a data storage module, and judging that the corresponding analysis road section u cannot be completed on time and generating a construction progress abnormal signal if the road section construction time length value LSu is greater than or equal to the preset construction time length threshold;
if the road section construction time length value LSu is smaller than the preset construction time length threshold value, calculating the difference value between the preset construction time length threshold value and the road section construction time length value LSu to obtain a road section construction residual time length value SZu; acquiring a construction completion progress percentage value of a corresponding analysis road section u, wherein the construction completion progress percentage value represents a data value of the percentage of a constructed part of the corresponding road section to the total construction part of the road section, acquiring a road section to-be-constructed percentage value DSu based on the construction completion progress percentage value and through difference calculation, and acquiring a decision analysis value JCu by carrying out numerical calculation on the road section to-be-constructed percentage value DSu and a road section construction residual duration value SZu through a formula JCu =tj1/SZu +tj2;
wherein, tj1 and tj2 are preset proportionality coefficients, the values of tj1 and tj2 are both larger than zero, and tj1 is larger than tj2; it should be noted that, the magnitude of the value of the decision analysis value JCu is in a direct proportion relation with the to-be-constructed percentage value DSu of the road section, and in an inverse proportion relation with the construction residual duration value SZu of the road section, the larger the magnitude of the to-be-constructed percentage value DSu of the road section is, the smaller the magnitude of the construction residual duration value SZu of the road section is, the larger the magnitude of the decision analysis value JCu is, which indicates that the possibility that the corresponding analysis road section u completes construction within a specified period is smaller;
the method comprises the steps of calling a preset decision analysis threshold value of a corresponding analysis road section u through a data storage module, comparing a decision analysis value JCu with the preset decision analysis threshold value in a numerical mode, judging that the corresponding analysis road section u is difficult to finish in time and generating a construction progress accelerating signal if the decision analysis value JCu is larger than or equal to the corresponding preset decision analysis threshold value, and judging that the corresponding analysis road section u can finish in time and generating a construction progress normal signal if the decision analysis value JCu is smaller than the corresponding preset decision analysis threshold value.
The engineering segmentation intelligent decision module generates a construction progress abnormal signal, a construction progress normal signal or a construction progress accelerating signal of a corresponding road section through segmentation monitoring, the construction progress abnormal signal, the construction progress normal signal or the construction progress accelerating signal of the corresponding road section is sent to the processor, and the processor sends the construction progress abnormal signal, the construction progress normal signal or the construction progress accelerating signal to the equipment display screen 2 for display; the processor transmits the construction progress abnormal signal, the construction progress normal signal or the construction progress accelerating signal to the remote operation display platform through the terminal equipment, and a manager of the remote operation display platform contacts the corresponding construction supervisor and prompts the corresponding construction supervisor to accelerate the construction progress when receiving the construction progress accelerating signal, and contacts the corresponding construction supervisor to conduct reason investigation and re-plan the construction plan when receiving the construction progress abnormal signal.
Embodiment III:
the difference between the present embodiment and embodiments 1 and 2 is that the construction risk assessment and judgment module performs the segment risk analysis on the road section required to be controlled corresponding to the road or bridge-tunnel engineering, and the specific operation process of the construction risk assessment and judgment module is as follows:
acquiring the average personnel distribution quantity of the analysis road section u corresponding to the adjacent historical monitoring period and marking the average personnel distribution quantity as LRu, wherein the average personnel distribution quantity represents the data quantity value of the average quantity of personnel existing in the analysis road section u corresponding to the adjacent historical monitoring period, and acquiring the personnel flow data and the construction accident quantity value of the analysis road section u corresponding to the adjacent historical monitoring period and marking the personnel flow data and the construction accident quantity value as RLu and SGu respectively, wherein the personnel flow data represents the data quantity value of the inflow and outflow quantity of personnel of the analysis road section u corresponding to the adjacent historical monitoring period, and the construction accident quantity value represents the data quantity value of the frequency of the construction accident occurring in the analysis road section u corresponding to the adjacent historical monitoring period;
numerical calculation is carried out by using the formula GDu =t1× LRu +t2× RLu +t3× SGu and substituting the average personnel distribution number LRu, the personnel flow data RLu and the construction accident value SGu of the corresponding analysis road section u, and the supervision grade value GDu of the corresponding analysis road section u is obtained after the numerical calculation;
wherein tf1, tf2, tf3 are preset weight coefficients, values of tf1, tf2, tf3 are all greater than zero, tf3 > tf1 > tf2, and the larger the value of the supervision ranking value GDu is, the more the corresponding analysis road section u needs to be supervised;
the method comprises the steps that a preset supervision grade threshold value is called through a data storage module, the supervision grade value GDu is compared with the preset supervision grade threshold value in a numerical mode, if the supervision grade value GDu is larger than or equal to the preset supervision grade threshold value, a corresponding analysis road section u is marked as a key supervision road section, and if the supervision grade value GDu is smaller than the preset supervision grade threshold value, the corresponding analysis road section u is marked as a common supervision road section;
the risk assessment analysis is carried out on the important supervision road sections and the common supervision road sections, the risk assessment analysis frequency of the important supervision road sections is higher than that of the common supervision road sections, the supervision intensity level of the road section supervision staff corresponding to the important supervision road sections is higher than that of the common supervision road sections, and the number of the supervision staff of the important supervision road sections can be increased according to the requirement;
the risk assessment analysis is specifically: the method comprises the steps of acquiring average temperature data, average dust data, average illumination intensity data, average ultraviolet intensity data and average noise decibel data of an analysis road section u corresponding to a detection period, and marking the average temperature data PWu as PWu, PFu, PGu, PZu and PBu respectively, wherein the average temperature data PWu is a data value of the deviation degree of the real-time average temperature of the corresponding analysis road section u compared with a preset standard temperature, and the average dust data PFu, the average illumination intensity data PGu, the average ultraviolet intensity data PZu and the average noise decibel data PBu respectively represent the data values of the real-time average dust concentration, the real-time average illumination intensity, the real-time average ultraviolet intensity and the real-time average noise decibel value of the corresponding analysis road section u;
by the formulaSubstituting the average temperature data PWu, the average dust data PFu, the average illumination intensity data PGu, the average ultraviolet intensity data PZu and the average noise decibel data PBu of the corresponding analysis road section u to perform numerical calculation, and obtaining a road section risk value LFu of the corresponding analysis road section u after the numerical calculation;
the method comprises the steps of calling a preset road segment risk threshold value through a data storage module, comparing a road segment risk value LFu of a corresponding analysis road segment u with the preset road segment risk threshold value in a numerical mode, generating a construction high risk signal if the road segment risk value LFu is greater than or equal to the preset road segment risk threshold value, and generating a construction low risk signal if the road segment risk value LFu is smaller than the preset road segment risk threshold value; the value of the preset road segment risk threshold corresponding to the key supervision road segment is smaller than that of the preset road segment risk threshold corresponding to the common supervision road segment.
The construction risk assessment judging module generates a construction high risk signal or a construction low risk signal of the corresponding road section through segmentation risk analysis, the construction high risk signal or the construction low risk signal of the corresponding road section is sent to the processor, and the processor sends the construction high risk signal or the construction low risk signal of the corresponding road section to the equipment display screen 2 for display; the processor sends the construction high risk signal or the construction low risk signal to the remote operation display platform through the terminal equipment, and the remote operation display platform contacts corresponding construction supervisory personnel to suspend construction of the corresponding road section according to the requirement when receiving the construction high risk signal.
The working principle of the invention is as follows: when the terminal security monitoring system is used, the terminal security monitoring module is used for carrying out security monitoring analysis on corresponding terminal equipment and generating a terminal security signal or a terminal risk signal, and when a manager of the remote operation display platform receives the terminal risk signal, the manager should timely arrange the corresponding personnel to check and regulate so as to ensure the safe operation of the corresponding terminal equipment; the engineering segmentation intelligent decision module monitors the segments to realize the segmentation progress monitoring analysis, and when receiving the construction progress accelerating signals, the manager of the remote operation display platform contacts the corresponding construction supervisory personnel and supervises the construction supervisory personnel to accelerate the construction progress, and when receiving the construction progress abnormal signals, contacts the corresponding construction supervisory personnel to conduct reason investigation and re-plan the construction plan, thereby being beneficial to ensuring the timely completion of the construction of each road section; the construction risk assessment judging module generates a construction high-risk signal or a construction low-risk signal of the corresponding road section through segmentation risk analysis, and contacts corresponding construction supervisory personnel to suspend construction of the corresponding road section according to requirements when the remote operation display platform receives the construction high-risk signal, so that safety construction of each road section in road bridge tunnel engineering construction is further ensured.
The above formulas are all formulas with dimensions removed and numerical values calculated, the formulas are formulas with a large amount of data collected for software simulation to obtain the latest real situation, and preset parameters in the formulas are set by those skilled in the art according to the actual situation.
The preferred embodiments of the invention disclosed above are intended only to assist in the explanation of the invention. The preferred embodiments are not intended to be exhaustive or to limit the invention to the precise form disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and the practical application, to thereby enable others skilled in the art to best understand and utilize the invention. The invention is limited only by the claims and the full scope and equivalents thereof.
Claims (3)
1. The highway and bridge tunneling engineering measurement and control terminal is characterized by comprising terminal equipment, wherein the terminal equipment comprises a terminal equipment shell (1), the back of the terminal equipment shell (1) is fixedly arranged on an equipment fixing plate (3), an equipment display screen (2) is fixedly arranged on the front of the terminal equipment shell (1), an equipment alarm (4) is arranged at the top of the terminal equipment shell (1), a processor is arranged in the terminal equipment, and the processor is in communication connection with a data storage module, a terminal safety monitoring module, an engineering segmentation intelligent decision module and a construction risk assessment judgment module;
the terminal safety monitoring module is used for carrying out safety monitoring analysis on corresponding terminal equipment, generating a terminal safety signal or a terminal risk signal of the corresponding terminal equipment through the safety monitoring analysis, sending the terminal safety signal or the terminal risk signal to the processor, sending the terminal safety signal or the terminal risk signal to the equipment display screen (2) for display by the processor, and controlling the equipment alarm (4) to send out a corresponding alarm when the terminal risk signal is received; the specific operation process of the terminal safety monitoring module is as follows:
acquiring the environment information and the equipment internal information of the corresponding terminal equipment, and carrying out terminal environment analysis based on the environment information of the corresponding terminal equipment to acquire a terminal environment coefficient DH, wherein the terminal environment coefficient DH is specifically: acquiring real-time environment temperature, real-time environment humidity and real-time illumination intensity in environment information of corresponding terminal equipment, calling a preset safety temperature range, a preset safety humidity range and a preset safety illumination range through a data storage module, carrying out average value calculation on the maximum value and the minimum value of the preset safety temperature range to acquire a preset temperature median value, carrying out difference value calculation on the real-time environment temperature of the environment of the corresponding terminal equipment and the preset temperature median value, acquiring a ring temperature difference value HW by taking an absolute value, and acquiring a ring humidity difference value HS and a ring light difference value HG by the same;
by the formulaSubstituting the ring temperature difference HW, the ring humidity difference HS and the ring light difference HG for numerical calculation, and obtaining a terminal environment coefficient DH of corresponding terminal equipment after the numerical calculation; wherein qp1, qp2 and qp3 are preset proportionality coefficients, values of qp1, qp2 and qp3 are all larger than 1, and qp1 > qp2 > qp3; and the numerical value of the terminal environment coefficient DH is in a direct proportion relation with the ring temperature difference value HW, the ring humidity difference value HS and the ring light difference value HG, and the larger the numerical value of the terminal environment coefficient DH is, the worse the environment where the corresponding terminal equipment is located in the corresponding period is indicated;
terminal condition analysis is carried out based on the equipment internal information of the corresponding terminal equipment to obtain a terminal condition coefficient, specifically: acquiring real-time temperatures at a plurality of positions in corresponding terminal equipment, marking the maximum real-time temperature in the corresponding terminal equipment as a terminal high-temperature value DG, carrying out average value calculation on the real-time temperatures at the plurality of positions in the corresponding terminal equipment to acquire a terminal internal temperature value DN, and acquiring vibration amplitude DP and vibration frequency DL of the corresponding terminal equipment;
by the formulaSubstituting the terminal high temperature value DG, the terminal internal temperature value DN, the vibration amplitude DP and the vibration frequency DL of the corresponding terminal equipment to perform numerical calculation, and acquiring a terminal condition coefficient DK after the numerical calculation;
wherein mh1, mh2, mh3 and mh4 are preset weight coefficients, values of mh1, mh2, mh3 and mh4 are all larger than zero, mh1 is larger than mh2 and mh3 is larger than mh4, and values of terminal condition coefficients DK are in direct proportion to terminal high temperature value DG, terminal internal temperature value DN, vibration amplitude DP and vibration frequency DL, and the larger the values of the terminal condition coefficients DK are, the worse the internal safety conditions of corresponding terminal equipment are indicated;
the method comprises the steps of calling a preset terminal environment threshold value and a preset terminal condition threshold value through a data storage module, respectively comparing a terminal environment coefficient DH and a terminal condition coefficient DK with the preset terminal environment threshold value and the preset terminal condition threshold value in numerical value, if the terminal environment coefficient DH and the terminal condition coefficient DK are smaller than or equal to the corresponding threshold values, indicating that the running risk of the corresponding terminal equipment is smaller, judging that the corresponding terminal equipment is in a safe state and generating a terminal safety signal, and otherwise judging that the running risk of the corresponding terminal equipment is larger and generating a terminal risk signal;
the engineering segmentation intelligent decision module is used for carrying out segmentation monitoring on road sections which are required to be controlled corresponding to roads or bridge-tunnel engineering, generating construction progress abnormal signals, construction progress normal signals or construction progress accelerating signals of the corresponding road sections through segmentation monitoring, sending the construction progress abnormal signals, the construction progress normal signals or the construction progress accelerating signals of the corresponding road sections to the processor, and sending the construction progress abnormal signals, the construction progress normal signals or the construction progress accelerating signals to the equipment display screen (2) for display; the specific operation process of the engineering segmentation intelligent decision module is as follows:
the method comprises the steps of obtaining road sections required to be controlled corresponding to a highway or bridge tunneling project, marking the road sections as supervision road sections, dividing the supervision road sections into a plurality of groups of supervision sub-road sections, marking the supervision road sections as analysis road sections u, u=1, 2, …, m, m representing the number of the supervision sub-road sections in the supervision road sections and m being a positive integer greater than 1; acquiring a current date and a construction starting date of a corresponding analysis road section u, calculating a difference value between the current date and the construction starting date to acquire a road section construction time length value LSu of the corresponding analysis road section u, calling a preset construction time length threshold of the corresponding analysis road section u through a data storage module, and judging that the corresponding analysis road section u cannot be completed on time and generating a construction progress abnormal signal if the road section construction time length value LSu is greater than or equal to the preset construction time length threshold;
if the road section construction time length value LSu is smaller than the preset construction time length threshold value, calculating the difference value between the preset construction time length threshold value and the road section construction time length value LSu to obtain a road section construction residual time length value SZu; acquiring a construction completion progress percentage value of a corresponding analysis road section u, wherein the construction completion progress percentage value represents a data value of the percentage of a constructed part of the corresponding road section to the total construction part of the road section, acquiring a road section to-be-constructed percentage value DSu based on the construction completion progress percentage value and through difference calculation, and acquiring a decision analysis value JCu by carrying out numerical calculation on the road section to-be-constructed percentage value DSu and a road section construction residual duration value SZu through a formula JCu =tj1/SZu +tj2;
wherein, tj1 and tj2 are preset proportionality coefficients, the values of tj1 and tj2 are both larger than zero, and tj1 is larger than tj2; the magnitude of the decision analysis value JCu is in a direct proportion relation with the road section construction residual duration value DSu and in an inverse proportion relation with the road section construction residual duration value SZu, and the magnitude of the decision analysis value JCu is larger as the magnitude of the road section construction residual duration value DSu is larger and the magnitude of the road section construction residual duration value SZu is smaller, so that the probability of finishing construction of the corresponding analysis road section u in a specified period is smaller;
the method comprises the steps that a preset decision analysis threshold value of a corresponding analysis road section u is called through a data storage module, a decision analysis value JCu is compared with the preset decision analysis threshold value in a numerical mode, if the decision analysis value JCu is larger than or equal to the corresponding preset decision analysis threshold value, the corresponding analysis road section u is difficult to finish in time and a construction progress accelerating signal is generated, and if the decision analysis value JCu is smaller than the corresponding preset decision analysis threshold value, the corresponding analysis road section u can be completed in time and a construction progress normal signal is generated;
the construction risk assessment judging module is used for carrying out sectional risk analysis on the road sections required to be controlled by the corresponding road or bridge-tunnel engineering, generating a construction high risk signal or a construction low risk signal of the corresponding road sections through the sectional risk analysis, sending the construction high risk signal or the construction low risk signal of the corresponding road sections to the processor, and sending the construction high risk signal or the construction low risk signal of the corresponding road sections to the equipment display screen (2) for display; the specific operation process of the construction risk assessment judging module is as follows:
acquiring the average personnel distribution quantity of the analysis road section u corresponding to the adjacent historical monitoring period and marking the average personnel distribution quantity as LRu, wherein the average personnel distribution quantity represents the data quantity value of the average quantity of personnel existing in the analysis road section u corresponding to the adjacent historical monitoring period, and acquiring the personnel flow data and the construction accident quantity value of the analysis road section u corresponding to the adjacent historical monitoring period and marking the personnel flow data and the construction accident quantity value as RLu and SGu respectively, wherein the personnel flow data represents the data quantity value of the inflow and outflow quantity of personnel of the analysis road section u corresponding to the adjacent historical monitoring period, and the construction accident quantity value represents the data quantity value of the frequency of the construction accident occurring in the analysis road section u corresponding to the adjacent historical monitoring period;
numerical calculation is carried out by using the formula GDu =t1× LRu +t2× RLu +t3× SGu and substituting the average personnel distribution number LRu, the personnel flow data RLu and the construction accident value SGu of the corresponding analysis road section u, and the supervision grade value GDu of the corresponding analysis road section u is obtained after the numerical calculation;
wherein tf1, tf2, tf3 are preset weight coefficients, values of tf1, tf2, tf3 are all greater than zero, tf3 > tf1 > tf2, and the larger the value of the supervision ranking value GDu is, the more the corresponding analysis road section u needs to be supervised;
the method comprises the steps that a preset supervision grade threshold value is called through a data storage module, the supervision grade value GDu is compared with the preset supervision grade threshold value in a numerical mode, if the supervision grade value GDu is larger than or equal to the preset supervision grade threshold value, a corresponding analysis road section u is marked as a key supervision road section, and if the supervision grade value GDu is smaller than the preset supervision grade threshold value, the corresponding analysis road section u is marked as a common supervision road section;
the risk assessment analysis is carried out on the important supervision road sections and the common supervision road sections, the risk assessment analysis frequency of the important supervision road sections is higher than that of the common supervision road sections, the supervision intensity level of the road section supervision staff corresponding to the important supervision road sections is higher than that of the common supervision road sections, and the number of the supervision staff of the important supervision road sections can be increased according to the requirement;
the risk assessment analysis is specifically: the method comprises the steps of acquiring average temperature data, average dust data, average illumination intensity data, average ultraviolet intensity data and average noise decibel data of an analysis road section u corresponding to a detection period, and marking the average temperature data PWu as PWu, PFu, PGu, PZu and PBu respectively, wherein the average temperature data PWu is a data value of the deviation degree of the real-time average temperature of the corresponding analysis road section u compared with a preset standard temperature, and the average dust data PFu, the average illumination intensity data PGu, the average ultraviolet intensity data PZu and the average noise decibel data PBu respectively represent the data values of the real-time average dust concentration, the real-time average illumination intensity, the real-time average ultraviolet intensity and the real-time average noise decibel value of the corresponding analysis road section u;
by the formulaSubstituting the average temperature data PWu, the average dust data PFu, the average illumination intensity data PGu, the average ultraviolet intensity data PZu and the average noise decibel data PBu of the corresponding analysis road section u to perform numerical calculation, and obtaining a road section risk value LFu of the corresponding analysis road section u after the numerical calculation;
the method comprises the steps of calling a preset road segment risk threshold value through a data storage module, comparing a road segment risk value LFu of a corresponding analysis road segment u with the preset road segment risk threshold value in a numerical mode, generating a construction high risk signal if the road segment risk value LFu is greater than or equal to the preset road segment risk threshold value, and generating a construction low risk signal if the road segment risk value LFu is smaller than the preset road segment risk threshold value; the value of the preset road segment risk threshold corresponding to the key supervision road segment is smaller than that of the preset road segment risk threshold corresponding to the common supervision road segment.
2. The measurement and control terminal for highway and bridge tunneling engineering according to claim 1, wherein the terminal device is in communication connection with the remote operation display platform, the processor sends the terminal safety signal or the terminal risk signal to the remote operation display platform for display via the terminal device, and when a manager of the remote operation display platform receives the terminal risk signal, the manager should timely arrange the corresponding personnel to check and regulate so as to ensure the safe operation of the corresponding terminal device; the processor transmits the construction progress abnormal signal, the construction progress normal signal or the construction progress accelerating signal to the remote operation display platform through the terminal equipment, and a manager of the remote operation display platform contacts the corresponding construction supervisor and prompts the corresponding construction supervisor to accelerate the construction progress when receiving the construction progress accelerating signal, and contacts the corresponding construction supervisor to conduct reason investigation and re-plan the construction plan when receiving the construction progress abnormal signal.
3. The measurement and control terminal for highway and bridge tunneling engineering according to claim 2, wherein the processor sends the construction high risk signal or the construction low risk signal to the remote operation display platform through the terminal device, and the remote operation display platform contacts the corresponding construction supervisor to suspend the construction of the corresponding road section as required when receiving the construction high risk signal.
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