Bridge hanging basket construction monitoring system

Abstract

The invention relates to the technical field of bridge hanging basket construction, and discloses a bridge hanging basket construction monitoring system, which comprises a data acquisition module, a data processing module, a data analysis module, an early warning module and an adjustment module. According to the bridge hanging basket construction monitoring system, meteorological data, displacement data, inclination angle data and load data are collected in real time through different sensors, and the collected data form corresponding data sets respectively; the data processing module calculates a concrete drying index, a displacement actual value, a dip angle actual value and a load actual value according to the corresponding data sets, compares the concrete drying index, the displacement actual value, the dip angle actual value and the load actual value with corresponding threshold values, performs early warning according to a judgment result and performs adjustment at the same time; the workload of manual inspection and data recording is reduced, the risk of human errors is reduced, the real-time performance and accuracy of data are ensured, the defects of a traditional monitoring technology are effectively overcome, and technical support is provided for modern bridge construction.

Description

Technical Field

[0001] The invention relates to the technical field of bridge hanging basket construction, in particular to a bridge hanging basket construction monitoring system. Background Art

[0002] Bridge hanging basket construction is an important method used in the construction of specific types of bridges such as suspension bridges and cable-stayed bridges. By building a hanging basket on the main beam and pouring concrete on it, the bridge structure is gradually formed. This construction process has the advantages of fast construction speed and stable quality.

[0003] However, during the implementation of this construction method, although traditional monitoring technology has improved safety to a certain extent, it still has shortcomings such as low integration of the monitoring system, data processing delay, and high dependence on manual labor, which makes the monitoring effect during the construction process unsatisfactory;

[0004] Among the above, studying a bridge hanging basket construction monitoring system is not only a need to improve construction safety and efficiency, but also an inevitable trend in line with the development of modern engineering construction technology. Summary of the invention

[0005] 1. Technical issues to be resolved

[0006] In view of the shortcomings of the prior art, the present invention provides a bridge hanging basket construction monitoring system. Compared with traditional monitoring technology, the system can automatically collect, process and analyze data, reducing the degree of human intervention. This not only improves the efficiency of data processing, but also reduces the occurrence of human errors, improves the overall construction efficiency, and solves the problems of low integration of the monitoring system, data processing delays, high dependence on manual labor, etc., which make the monitoring effect during the construction process unsatisfactory.

[0007] (II) Technical solution

[0008] To achieve the above object, the present invention provides the following technical solutions: a bridge hanging basket construction monitoring system, including a data acquisition module, a data processing module, a data analysis module, an early warning module and an adjustment module;

[0009] The data acquisition module includes a meteorological data acquisition unit, a displacement data acquisition unit, an inclination data acquisition unit and a load data acquisition unit. The meteorological data acquisition unit is used to collect real-time meteorological data QXsj of the construction site, and the collected multiple real-time meteorological data QXsj form a meteorological data set. The displacement data acquisition unit is used to collect real-time displacement data WYsj of the hanging basket, and the collected multiple real-time displacement data WYsj form a displacement data set. The inclination data acquisition unit is used to collect real-time inclination data QJsj of the hanging basket, and the collected multiple real-time inclination data QJsj form an inclination data set. The load data acquisition unit is used to collect real-time load data FZsj of the hanging basket, and the collected multiple real-time load data FZsj form a load data set. The data acquisition module sends the collected data and the data set to the data processing module through the network;

[0010] The data processing module calculates the concrete drying index HGZzs, the actual displacement value WYzs, the actual inclination value QJzs and the actual load value FZzs according to the meteorological data set, the displacement data set, the inclination data set and the load data set, and sends them to the data analysis module through the network;

[0011] The data analysis module is preset with a normal curing threshold ZGH yz and overcuring threshold GGH yz and compared with the concrete drying index HGZzs to judge the concrete curing condition. The data analysis module has a preset normal threshold value ZWY for the basket displacement. yz and the basket displacement exceeds the threshold value CWY yz and compared with the actual displacement value WYzs to determine the rationality of the hanging basket position. The data analysis module has a preset normal threshold value ZQJ for the hanging basket inclination angle. yz And the basket inclination exceeds the threshold value CQJ yz and compared with the actual value of the inclination angle QJzs to determine the stability of the bridge structure. The data analysis module has a preset normal threshold value ZFZ for the basket load. yz and basket load exceeding threshold CQJ yz and compares it with the actual load value FZzs to judge the construction safety. The data analysis module sends the judgment result to the early warning module through the network;

[0012] The early warning module issues an early warning according to the judgment result and sends a signal to the adjustment module at the same time, and the adjustment module makes adjustments according to the adjustment signal.

[0013] Preferably, the meteorological data set expression is In the above expression, Indicates the humidity data and temperature data collected for the first time, QXsjSD Represents humidity data, QXsj WD represents the temperature data, and the displacement data set expression is Represents the horizontal axis data of the starting position of the hanging basket, Represents the vertical axis data of the starting position of the hanging basket, Represents the horizontal axis data of the end position of the hanging basket. represents the vertical axis data of the end position of the hanging basket, and the inclination data set expression is {QJsj X 、QJsj Y}, Qjsj X Represents the inclination angle of the hanging basket at the horizontal axis position, QJsj Y represents the inclination angle value of the vertical axis position of the hanging basket, and the load data set expression is {FZsj Z1 、FZsj Z2 、FZsj Z3}, FZsj Z1 Represents the weight of the hanging basket itself, FZsj Z2 Represents operator weight, FZsj Z3 Represents the vehicle weight. The meteorological data set is collected once every hour, and the data collected every 12 hours is a cycle, that is, a set of data sets.

[0014] Preferably, the algorithm formula of the concrete drying index HGZzs is as follows:

[0015]

[0016] In the above formula, Represents the sum of all humidity data in the collection interval, Represents the average temperature value of the collection interval. The dryness index HGZzs is calculated based on the sum of all humidity data in the collection interval divided by the average temperature value of the collection interval.

[0017] Preferably, the algorithm formula of the actual displacement value WYzs is as follows:

[0018]

[0019] In the above formula, Represents the difference between the initial position and the final position of the hanging basket on the horizontal axis. Represents the difference in the vertical axis from the initial position to the final position of the hanging basket. Represents the square of the difference in the horizontal axis of the hanging basket, Represents the square of the vertical axis difference of the hanging basket, Represents the total change of the hanging basket from the initial position to the final position. The total change is squared to calculate the displacement influence index WYzs.

[0020] Preferably, the algorithm formula of the actual value of the inclination angle QJzs is as follows:

[0021]

[0022] In the above formula, Represents the square of the horizontal axis inclination of the hanging basket, Represents the square of the vertical axis inclination of the hanging basket, Represents the total change in the inclination angle of the hanging basket, Represents the comprehensive inclination value of the hanging basket, and the inclination values ​​in the formula are all in degrees. g represents the acceleration of the hanging basket falling freely under the action of gravity. The actual inclination value QJzs is calculated according to the comprehensive inclination value of the hanging basket divided by the acceleration of the hanging basket falling freely under the action of gravity.

[0023] Preferably, the algorithm formula of the load actual value FZzs is as follows:

[0024]

[0025] In the above formula, FZsj Z1 Represents the weight of the hanging basket itself, FZsj Z2 Represents operator weight, FZsj Z3 represents the weight of the vehicle, ρ represents the air density, v 2 Represents the current square value of wind speed, Y mj Represents the current windward area, F xs represents the drag coefficient, Represents the current environmental wind load. The weight of the basket itself, the weight of the operator, the weight of the vehicle and the current environmental wind load are all added together to calculate the actual load value FZzs.

[0026] Preferably, the data analysis module combines the concrete drying index HGZzs with the normal curing threshold ZGH yz and overcuring threshold GGH yz For comparison, if the concrete drying index HGZzs < normal curing threshold ZGH yz , indicating that the concrete is not fully cured, an early warning is issued and a signal is sent to the adjustment module. The adjustment module is internally provided with a time push unit to push the curing time backward. If the concrete drying index HGZzs ≥ the normal curing threshold ZGH yz When the concrete solidifies too quickly, an early warning is issued and a signal is sent to the adjustment module to push the curing time forward. If the normal curing threshold ZGH yz ≤Concrete Dryness Index HGZzs≤Over-Curing Threshold GGH yz , indicating that the concrete is in a normal curing state.

[0027] Preferably, the data analysis module compares the actual displacement value WYzs with the normal threshold value ZWY of the hanging basket displacement. yz and the basket displacement exceeds the threshold value CWY yz For comparison, if the actual displacement value WYzs ≤ the normal threshold value ZWY of the hanging basket displacement yz , indicating that the basket position is appropriate, if the basket displacement is normal threshold ZWY yz < Actual displacement value WYzs ≤ Basket displacement exceeding threshold value CWY yz , indicating that the position of the hanging basket is tilted, an early warning is issued and a signal is sent to the adjustment module. The adjustment module is provided with a height adjustment unit inside, and the position of the hanging basket is lowered. If the actual displacement value WYzs> the hanging basket displacement exceeding the standard threshold CWY yz , indicating that the basket is seriously tilted, an early warning is issued and a signal is sent to the adjustment module to raise the basket position.

[0028] Preferably, the data analysis module compares the actual value of the inclination angle QJzs with the normal threshold value of the inclination angle of the hanging basket ZQJ yz And the basket inclination exceeds the threshold value CQJ yz For comparison, if the actual value of the inclination angle QJzs≤ the normal threshold value of the hanging basket inclination angle ZQJ yz , indicating that the bridge structure is under normal construction. If the normal threshold value of the hanging basket inclination is ZQJ yz <Actual value of inclination angle QJzs≤Basket inclination angle exceeding threshold value CQJ yz , representing the displacement of the bridge structure, an early warning is issued and a signal is sent to the adjustment module. The adjustment module is provided with a support device height adjustment unit, and the support device height is increased. If the actual value of the inclination angle QJzs> the hanging basket inclination angle exceeds the threshold value CQJ yz , which means that the bridge structure is seriously tilted and the height of the supporting device is lowered.

[0029] Preferably, the data analysis module compares the actual load value FZzs with the normal load threshold value ZFZ of the hanging basket. yz and basket load exceeding threshold CQJ yz For comparison, if the actual load value FZzs ≤ the normal load threshold value ZFZ of the hanging basket yz , indicating that the basket load is normal. If the actual load value FZzs> the basket load exceeding the threshold CQJ yz , indicating that the basket is seriously loaded, an early warning is issued and a signal is sent to the adjustment module to adjust the basket load weight.

[0030] Compared with the prior art, the present invention provides a bridge hanging basket construction monitoring system, which has the following features:

[0031] Beneficial effects:

[0032] 1. The present invention collects meteorological data QXsj, displacement data WYsj, inclination data QJsj and load data FZsj in real time and comprehensively through different sensors, and forms corresponding data sets with the collected data respectively. The data processing module calculates the concrete drying index HGZzs, the actual displacement value WYzs, the actual inclination value QJzs and the actual load value FZzs according to the corresponding data sets, and then compares and judges the concrete drying index HGZzs, the actual displacement value WYzs, the actual inclination value QJzs and the actual load value FZzs with the corresponding thresholds respectively. According to the judgment result, the early warning is adjusted at the same time, and the problems can be handled in time. Through the intelligent monitoring and automatic early warning functions, the workload of manual inspection and data recording is reduced, and the risk of human error is reduced. The construction plan is optimized according to the real-time data to ensure the real-time and accuracy of the data, and the safety in the construction process is improved at the same time, which effectively overcomes the shortcomings of traditional monitoring technology and provides more scientific and efficient technical support for modern bridge construction.

[0033] 2. Through real-time data monitoring, processing and analysis, the present invention enables construction managers to identify potential risks in a timely manner, respond quickly, and effectively improve the safety of construction and the quality of the project. Through precise displacement and load monitoring, the rationality of the hanging basket position and construction safety during the construction process can be ensured, and potential safety hazards can be discovered and dealt with in a timely manner, thereby reducing the probability of accidents. Compared with traditional monitoring technology, the system can automatically collect, process and analyze data, reducing the degree of human intervention. This not only improves the efficiency of data processing, but also reduces the occurrence of human errors, thereby improving overall construction efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0034] Figure 1 It is a schematic diagram of the system flow of the present invention. DETAILED DESCRIPTION

[0035] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0036] See also Figure 1 , a bridge hanging basket construction monitoring system, including a data acquisition module, a data processing module, a data analysis module, an early warning module and an adjustment module;

[0037] The data acquisition module includes a meteorological data acquisition unit, a displacement data acquisition unit, an inclination data acquisition unit and a load data acquisition unit. The meteorological data acquisition unit is used to collect real-time meteorological data QXsj of the construction site, and forms a meteorological data set with the collected multiple real-time meteorological data QXsj. The displacement data acquisition unit is used to collect real-time displacement data WYsj of the hanging basket, and forms a displacement data set with the collected multiple real-time displacement data WYsj. The inclination data acquisition unit is used to collect real-time inclination data QJsj of the hanging basket, and forms an inclination data set with the collected multiple real-time inclination data QJsj. The load data acquisition unit is used to collect real-time load data FZsj of the hanging basket, and forms a load data set with the collected multiple real-time load data FZsj. The data acquisition module sends the collected data and the data set to the data processing module through the network.

[0038] The meteorological data set expression is In the above expression, Indicates the humidity data and temperature data collected for the first time, QXsj SD Represents humidity data, QXsj WD Represents temperature data. The meteorological data set is collected once every hour, and the data collected every 12 hours is a cycle, that is, a set of data sets;

[0039] The displacement data set expression is Represents the horizontal axis data of the starting position of the hanging basket, Represents the vertical axis data of the starting position of the hanging basket, Represents the horizontal axis data of the end position of the hanging basket. Represents the vertical axis data of the end position of the hanging basket;

[0040] The expression of the inclination data set is {QJsj X 、QJsj Y},QJsj X Represents the inclination angle of the hanging basket at the horizontal axis position, QJsj Y Represents the inclination value of the vertical axis position of the hanging basket;

[0041] The load data set expression is {FZsj Z1 、FZsj Z2 、FZsj Z3}, FZsj Z1 Represents the weight of the hanging basket itself, FZsj Z2 Represents operator weight, FZsj Z3 Represents the vehicle weight.

[0042] The data processing module calculates the concrete drying index HGZzs, the actual displacement value WYzs, the actual inclination value QJzs and the actual load value FZzs according to the meteorological data set, the displacement data set, the inclination data set and the load data set, and sends them to the data analysis module through the network;

[0043] The algorithm formula of concrete drying index HGZzs is as follows:

[0044]

[0045] In the above formula, Represents the sum of all humidity data in the collection interval, Represents the average temperature value of the collection interval. The dryness index HGZzs is calculated by dividing the sum of all humidity data in the collection interval by the average temperature value of the collection interval.

[0046] The algorithm formula for the actual displacement value WYzs is as follows:

[0047]

[0048] In the above formula, Represents the difference between the initial position and the final position of the hanging basket on the horizontal axis. Represents the difference in the vertical axis from the initial position to the final position of the hanging basket. Represents the square of the difference in the horizontal axis of the hanging basket, Represents the square of the vertical axis difference of the hanging basket, Represents the total change of the hanging basket from the initial position to the final position. The total change is squared to calculate the displacement influence index WYzs;

[0049] The algorithm formula for the actual value of the inclination angle QJzs is as follows:

[0050]

[0051] In the above formula, Represents the square of the horizontal axis inclination of the hanging basket, Represents the square of the vertical axis inclination of the hanging basket, Represents the total change of the basket inclination angle, Represents the comprehensive inclination value of the hanging basket, and the inclination values ​​in the formula are all in degrees. g represents the acceleration of the hanging basket falling freely under the action of gravity. The actual inclination value QJzs is calculated by dividing the comprehensive inclination value of the hanging basket by the acceleration of the hanging basket falling freely under the action of gravity.

[0052] The algorithm formula for the actual load value FZzs is as follows:

[0053]

[0054] In the above formula, FZsj Z1 Represents the weight of the hanging basket itself, FZsj Z2 Represents operator weight, FZsj Z3 represents the weight of the vehicle, ρ represents the air density, v 2 Represents the current square of wind speed, Y mj Represents the current frontal area, F xs represents the drag coefficient, Represents the current environmental wind load. The weight of the basket itself, the weight of the operator, the weight of the vehicle and the current environmental wind load are all added together to calculate the actual load value FZzs.

[0055] Through different sensors, meteorological data QXsj, displacement data WYsj, inclination data QJsj and load data FZsj are collected in real time and comprehensively, and the collected data are formed into corresponding data sets. The data processing module calculates the concrete drying index HGZzs, the actual displacement value WYzs, the actual inclination value QJzs and the actual load value FZzs according to the corresponding data sets, and then compares and judges the concrete drying index HGZzs, the actual displacement value WYzs, the actual inclination value QJzs and the actual load value FZzs with the corresponding thresholds. According to the judgment results, early warnings are issued and adjustments are made at the same time. Problems can be handled in time. Through intelligent monitoring and automatic early warning functions, the workload of manual inspections and data recording is reduced, and the risk of human errors is reduced. The construction plan is optimized according to real-time data to ensure the real-time and accuracy of the data, while improving the safety during the construction process, effectively overcoming the shortcomings of traditional monitoring technology, and providing more scientific and efficient technical support for modern bridge construction.

[0056] The data analysis module has a preset normal curing threshold ZGH yz and overcuring threshold GGH yz And compared with the concrete drying index HGZzs, judge the concrete curing condition. The data analysis module has a preset normal threshold value ZWY for the basket displacement. yz and the basket displacement exceeds the threshold value CWY yz And compare it with the actual displacement value WYzs to judge the rationality of the hanging basket position. The data analysis module has a preset normal threshold value zQJ for the hanging basket inclination angle yz And the basket inclination exceeds the threshold value CQJ yz And compare it with the actual value of the inclination angle QJzs to judge the stability of the bridge structure. The data analysis module has a preset normal threshold value ZFZ for the basket load. yz and basket load exceeding threshold CQJ yz and compare it with the actual load value FZzs to judge the construction safety. The data analysis module sends the judgment result to the early warning module through the network;

[0057] The early warning module issues an early warning based on the judgment result and sends a signal to the adjustment module at the same time, and the adjustment module makes adjustments based on the adjustment signal;

[0058] If the concrete drying index HGZzs < normal curing threshold ZGH yz , indicating that the concrete is not fully cured, an early warning is issued and a signal is sent to the adjustment module. The adjustment module is equipped with a time push unit to push the curing time backward. If the concrete drying index HGZzs ≥ the normal curing threshold ZGH yz When the concrete solidifies too quickly, an early warning is issued and a signal is sent to the adjustment module to push the curing time forward. If the normal curing threshold ZGH yz ≤Concrete Dryness Index HGZzs≤Over-Curing Threshold GGH yz , indicating that the concrete is in a normal curing state;

[0059] If the actual displacement value WYzs ≤ the normal threshold value ZWY of the hanging basket displacement yz , indicating that the basket position is appropriate, if the basket displacement is normal threshold ZWY yz < Actual displacement value WYzs ≤ Basket displacement exceeding threshold value CWY yz , indicating that the position of the hanging basket is tilted, an early warning is issued and a signal is sent to the adjustment module. The adjustment module is equipped with a height adjustment unit and the position of the hanging basket is lowered. If the actual displacement value WYzS> the hanging basket displacement exceeding the threshold value CWY yz , indicating that the position of the hanging basket is seriously tilted, an early warning is issued and a signal is sent to the adjustment module, and the position of the hanging basket is adjusted higher;

[0060] If the normal threshold value of the basket inclination angle is ZQJ yz <Actual value of inclination angle QJzs≤Basket inclination angle exceeding threshold value CQJ yz , representing the displacement of the bridge structure, an early warning is issued and a signal is sent to the adjustment module. The adjustment module is equipped with a support device height adjustment unit, and the support device height is increased. If the actual inclination value QJzs> the hanging basket inclination exceeds the threshold value CQJ yz , indicating that the bridge structure is seriously tilted, and the height of the supporting device is lowered;

[0061] If the actual load value FZzs ≤ the normal load threshold value ZFZ of the hanging basket yz , indicating that the basket load is normal. If the actual load value FZzs> the basket load exceeding the threshold CQJ yz , indicating that the basket is seriously loaded, an early warning is issued and a signal is sent to the adjustment module to adjust the basket load weight.

[0062] Through real-time data monitoring, processing and analysis, construction managers can identify potential risks in a timely manner and respond quickly, thereby improving construction safety and project quality. Through precise displacement and load monitoring, the rationality of the hanging basket position and construction safety during the construction process can be ensured, potential safety hazards can be discovered and dealt with in a timely manner, and the probability of accidents can be reduced. The collected real-time data is processed and analyzed in real time, which can not only ensure the safety and project quality during the construction process, but also discover potential problems in a timely manner so as to make corresponding adjustments and reduce the negative impact of construction on the surrounding environment.

[0063] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. A bridge hanging basket construction monitoring system, characterized by: It includes data collection module, data processing module, data analysis module, early warning module and adjustment module; The data acquisition module includes a meteorological data acquisition unit, a displacement data acquisition unit, an inclination data acquisition unit and a load data acquisition unit. The meteorological data acquisition unit is used to collect real-time meteorological data QXsj of the construction site, and the collected multiple real-time meteorological data QXsj form a meteorological data set. The displacement data acquisition unit is used to collect real-time displacement data WYsj of the hanging basket, and the collected multiple real-time displacement data WYsj form a displacement data set. The inclination data acquisition unit is used to collect real-time inclination data QJsj of the hanging basket, and the collected multiple real-time inclination data QJsj form an inclination data set. The load data acquisition unit is used to collect real-time load data FZsj of the hanging basket, and the collected multiple real-time load data FZsj form a load data set. The data acquisition module sends the collected data and the data set to the data processing module through the network; The data processing module calculates the concrete drying index HGZzs, the actual displacement value WYzs, the actual inclination value QJzs and the actual load value FZzs according to the meteorological data set, the displacement data set, the inclination data set and the load data set, and sends them to the data analysis module through the network; The data analysis module is preset with a normal curing threshold ZGH yz and overcuring threshold GGH yz and compared with the concrete drying index HGZzs to judge the concrete curing condition. The data analysis module has a preset normal threshold value ZWY for the basket displacement. yz and the basket displacement exceeds the threshold value CWY yz and compared with the actual displacement value WYzs to determine the rationality of the hanging basket position. The data analysis module has a preset normal threshold value ZQJ for the hanging basket inclination angle. yz And the basket inclination exceeds the threshold value CQJ yz and compared with the actual value of the inclination angle QJzs to determine the stability of the bridge structure. The data analysis module has a preset normal threshold value ZFZ for the basket load. yz and basket load exceeding threshold CQJ yz and compares it with the actual load value FZzs to judge the construction safety. The data analysis module sends the judgment result to the early warning module through the network; The early warning module issues an early warning according to the judgment result and sends a signal to the adjustment module at the same time, and the adjustment module makes adjustments according to the adjustment signal.

2. A bridge hanging basket construction monitoring system according to claim 1, characterized in that: The meteorological data set expression is: In the above expression, Indicates the humidity data and temperature data collected for the first time, QXsj SD Represents humidity data, QXsj WD represents the temperature data, and the displacement data set expression is Represents the horizontal axis data of the starting position of the hanging basket, Represents the vertical axis data of the starting position of the hanging basket, Represents the horizontal axis data of the end position of the hanging basket. represents the vertical axis data of the end position of the hanging basket, and the inclination data set expression is {QJsj X 、QJsj Y },QJsj X Represents the inclination angle of the hanging basket at the horizontal axis position, QJsj Y represents the inclination angle value of the vertical axis position of the hanging basket, and the load data set expression is {FZsj Z1 、FZsj Z2 、FZsj Z3 }, FZsj Z1 Represents the weight of the hanging basket itself, FZsj Z2 Represents operator weight, FZsj Z3 Represents the vehicle weight. The meteorological data set is collected once every hour, and the data collected every 12 hours is a cycle, that is, a set of data sets.

3. A bridge hanging basket construction monitoring system according to claim 2, characterized in that: The algorithm formula of the concrete drying index HGZzs is as follows: In the above formula, Represents the sum of all humidity data in the collection interval, Represents the average temperature value of the collection interval. The dryness index HGZzs is calculated based on the sum of all humidity data in the collection interval divided by the average temperature value of the collection interval.

4. A bridge hanging basket construction monitoring system according to claim 3, characterized in that: The algorithm formula of the actual displacement value WYzs is as follows: In the above formula, Represents the difference between the initial position and the final position of the hanging basket on the horizontal axis. Represents the difference in the vertical axis from the initial position to the final position of the hanging basket. Represents the square of the difference in the horizontal axis of the hanging basket, Represents the square of the vertical axis difference of the hanging basket, Represents the total change of the hanging basket from the initial position to the final position. The total change is squared to calculate the displacement influence index WYzs.

5. A bridge hanging basket construction monitoring system according to claim 4, characterized in that: The algorithm formula of the actual value of the inclination angle QJzs is as follows: In the above formula, Represents the square of the horizontal axis inclination of the hanging basket, Represents the square of the vertical axis inclination of the hanging basket, Represents the total change in the inclination angle of the hanging basket, Represents the comprehensive inclination value of the hanging basket, and the inclination values ​​in the formula are all in degrees. g represents the acceleration of the hanging basket falling freely under the action of gravity. The actual inclination value QJzs is calculated according to the comprehensive inclination value of the hanging basket divided by the acceleration of the hanging basket falling freely under the action of gravity.

6. A bridge hanging basket construction monitoring system according to claim 5, characterized in that: The algorithm formula of the actual load value FZzs is as follows: In the above formula, FZsj Z1 Represents the weight of the hanging basket itself, FZsj Z2 Represents operator weight, FZsj Z3 represents the weight of the vehicle, ρ represents the air density, v 2 Represents the current square value of wind speed, Y mj Represents the current frontal area, F xs represents the drag coefficient, Represents the current environmental wind load. The weight of the basket itself, the weight of the operator, the weight of the vehicle and the current environmental wind load are all added together to calculate the actual load value FZzs.

7. A bridge hanging basket construction monitoring system according to claim 6, characterized in that: The data analysis module combines the concrete drying index HGZzs with the normal curing threshold ZGH yz and overcuring threshold GGH yz For comparison, if the concrete drying index HGZzs < normal curing threshold ZGH yz , indicating that the concrete is not fully cured, an early warning is issued and a signal is sent to the adjustment module. The adjustment module is internally provided with a time push unit to push the curing time backward. If the concrete drying index HGZzs ≥ the normal curing threshold ZGH yz When the concrete solidifies too quickly, an early warning is issued and a signal is sent to the adjustment module to push the curing time forward. If the normal curing threshold ZGH yz ≤Concrete Dryness Index HGZzs≤Over-Curing Threshold GGH yz , indicating that the concrete is in a normal curing state.

8. A bridge hanging basket construction monitoring system according to claim 7, characterized in that: The data analysis module compares the actual displacement value WYzs with the normal threshold value ZWY of the hanging basket displacement. ys and the basket displacement exceeds the threshold value CWY yz For comparison, if the actual displacement value WYzs ≤ the normal threshold value ZWY of the hanging basket displacement yz , indicating that the basket position is appropriate, if the basket displacement is normal threshold ZWY yz < Actual displacement value EYzs ≤ Basket displacement exceeding threshold value CWY yz , indicating that the position of the hanging basket is tilted, an early warning is issued and a signal is sent to the adjustment module. The adjustment module is provided with a height adjustment unit inside, and the position of the hanging basket is lowered. If the actual displacement value WYzs> the hanging basket displacement exceeding the standard threshold CWY yz , indicating that the basket is seriously tilted, an early warning is issued and a signal is sent to the adjustment module to raise the basket position.

9. A bridge hanging basket construction monitoring system according to claim 8, characterized in that: The data analysis module compares the actual value of the inclination angle QJzs with the normal threshold value of the inclination angle of the hanging basket ZQJ yz And the basket inclination exceeds the threshold value CQJ yz For comparison, if the actual value of the inclination angle QJzs≤ the normal threshold value of the hanging basket inclination angle ZQJ yz , indicating that the bridge structure is under normal construction. If the normal threshold value of the hanging basket inclination is ZQJ yz <Actual value of inclination angle QJzs≤Basket inclination exceeding threshold value CQJ yz , representing the displacement of the bridge structure, an early warning is issued and a signal is sent to the adjustment module. The adjustment module is provided with a support device height adjustment unit, and the support device height is increased. If the actual value of the inclination angle Qjzs> the hanging basket inclination angle exceeds the threshold value CQJ yz , which means that the bridge structure is seriously tilted and the height of the supporting device is lowered.

10. A bridge hanging basket construction monitoring system according to claim 9, characterized in that: The data analysis module compares the actual load value FZzs with the normal threshold value ZFZ of the hanging basket load yz and basket load exceeding threshold CQJ yz For comparison, if the actual load value FZzs ≤ the normal load threshold value ZFZ of the hanging basket yz , indicating that the basket load is normal. If the actual load value FZzs> the basket load exceeding the threshold CQJ yz , indicating that the basket is seriously loaded, an early warning is issued and a signal is sent to the adjustment module to adjust the basket load weight.

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