CN116449759A - Intelligent monitoring method and intelligent monitoring system for building hanging basket - Google Patents
Intelligent monitoring method and intelligent monitoring system for building hanging basket Download PDFInfo
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Abstract
The method comprises the steps of obtaining basket state parameters of a building basket at a preset operation position, wherein the basket state parameters comprise basket wind load data and basket load data, calculating basket inclination angle data under the current wind speed according to the basket wind load data and the basket load data, carrying out inclination regression processing on a suspension platform of the building basket according to the basket inclination angle data to obtain inclination monitoring data adaptive to a preset construction height, and adjusting clamping tension parameters of a safety rope of the building basket when the inclination monitoring data reaches a preset tipping threshold value to generate a construction risk monitoring instruction for reducing rollover sliding speed of constructors. The monitoring accuracy of building hanging basket is improved, and the effect of building hanging basket shaking risk during ultra-high building construction is reduced.
Description
Technical Field
The invention relates to the technical field of building hanging baskets, in particular to an intelligent monitoring method and system for a building hanging basket.
Background
At present, along with the wide popularization of super high-rise buildings, building hanging baskets are commonly used on the working sites such as outer wall construction, curtain wall installation, heat preservation construction, maintenance and cleaning of outer walls and the like of the high-rise buildings, and the building hanging baskets bring higher requirements on the safety of the building hanging baskets in the working process while facilitating the construction operation.
The existing monitoring method of the building hanging basket is generally used for locking an inclined suspension platform in a mode of setting a safety locking rope, adjusting the suspension platform to be in a horizontal state according to an inclination angle, and lowering the suspension platform in a horizontal state to the ground for maintenance in a preset manual sliding mode, however, when the outer wall construction operation of the super high-rise building is carried out, the wind speed change of the position of the suspension platform and the shaking of constructors easily cause the suspension platform to incline, further the safety locking rope is caused to be locked by false touch, the sudden locking of the suspension platform easily causes the situation that a worker working is unstable in standing or is tilted, and when the building hanging basket is used for carrying out the construction operation of the super high-rise building, the monitoring accuracy of the building hanging basket is further improved.
In view of the above-described related art, the inventors consider that there is a defect that the accuracy of monitoring of a construction basket in an ultra-high building construction state needs to be further improved.
Disclosure of Invention
In order to improve the monitoring accuracy of the building hanging basket and reduce the shaking risk of the building hanging basket in ultra-high building construction, the application provides an intelligent monitoring method and system of the building hanging basket.
The first object of the present invention is achieved by the following technical solutions:
an intelligent monitoring method of a building hanging basket comprises the following steps:
acquiring a hanging basket state parameter of a building hanging basket at a preset operation position, wherein the hanging basket state parameter comprises hanging basket wind load data and hanging basket load data;
calculating the inclination angle data of the hanging basket under the current wind speed according to the wind load data of the hanging basket and the load data of the hanging basket;
according to the hanging basket inclination angle data, carrying out inclination regression processing on a hanging platform of the building hanging basket to obtain inclination monitoring data which are adaptive to a preset construction height;
when the inclination monitoring data reach a preset tipping threshold value, the clamping tension parameters of the safety rope of the building hanging basket are adjusted, and a construction risk monitoring instruction for reducing the rollover sliding speed of constructors is generated.
Through adopting above-mentioned technical scheme, because when carrying out the outer wall construction to super high-rise building through the construction hanging flower basket, the construction is rocked the risk and is correlated with super high-rise building's current wind speed condition, and constructor walk about or unexpected slip etc. can all cause the construction hanging flower basket to take place to incline, and then the mistake triggers the safety lock rope and carries out emergency locking to suspension platform, the control of construction hanging flower basket inaccurately influences normal construction progress easily, consequently, through the acquisition to the hanging flower basket state parameter of construction hanging flower basket, the risk of carrying out construction operation to construction hanging flower basket in the operation position of predetermineeing carries out the aassessment, and through the calculation to hanging flower basket inclination's under the current wind speed, monitor the construction hanging flower basket receives the rock influence of current wind load and hanging flower basket load, with current wind load bring in the monitor index of construction hanging flower basket, improve the control reference multiaspect, and through the slope to suspension platform's of messenger suspension platform remains all the time with predetermineeing the construction height looks adaptation, and when the slope monitoring data reaches the threshold value of predetermineeing, adjust the chucking tension parameter of safety rope, reduce constructor's slip speed through construction monitoring instruction, improve the slip speed to construction personnel's slip risk to the construction hanging flower basket, the accuracy of control of the construction hanging flower basket returns, the control of the monitoring of the construction hanging flower basket through the slope of the control of the monitoring of the hanging flower basket and the slope of the security of the suspension basket and the security monitoring of the suspension basket of the suspension platform and the security of the suspension platform and the security monitoring of the suspension of the hanging basket and the construction basket.
The present application may be further configured in a preferred example to: and performing inclination regression processing on the suspension platform of the building hanging basket according to the hanging basket inclination angle data to obtain inclination monitoring data matched with a preset construction height, wherein the method specifically comprises the following steps of:
acquiring inclination azimuth data of the suspension platform and current operation data in a current operation state;
according to the inclination azimuth data, current ratio adjustment processing is carried out on the current operation data to obtain single-side inclination angle adjustment data for respectively carrying out linkage adjustment on two ends of the suspension platform;
and carrying out horizontal line regression processing on the single-side inclination angle of the suspension platform according to the single-side inclination angle adjustment data to obtain inclination angle monitoring data for adjusting the suspension platform to a horizontal state.
Through adopting above-mentioned technical scheme, through the acquisition of slope position data, judge the slope orientation of suspension platform, and acquire current operation data under the present operation state and corresponding with slope position data, help carrying out accurate regulation to the unilateral inclination of suspension platform respectively, through adjusting the unilateral current ratio of suspension platform, make the unilateral inclination adjustment data of suspension platform and the slope condition looks adaptation of corresponding side, and control the both ends linkage of selecting the adjustment platform through the current ratio data after the lotus node and return towards the horizontal line direction, until the horizontal line of suspension platform keeps parallel with predetermineeing the operation height, improve the slope monitoring accuracy and the adjustment timeliness of building hanging flower basket through the slope regression processing to suspension platform.
The present application may be further configured in a preferred example to: when the inclination monitoring data reach a preset tipping threshold value, the clamping tension parameters of the safety rope of the building hanging basket are adjusted, and a construction risk monitoring instruction for reducing the rollover sliding speed of constructors is generated, and the method specifically comprises the following steps:
obtaining a sudden change tension value generated by movement of constructors when the suspension platform is tipped;
according to the abrupt change tension value, adjusting the reverse clamping tension parameter of the safety rope;
and controlling the safety rope to perform reverse rolling treatment according to the reverse clamping tension parameters, and generating a construction risk monitoring instruction for controlling the side turning sliding speed of constructors.
Through adopting above-mentioned technical scheme, can drive constructor and also take place corresponding displacement when the suspension platform tumbles, thereby make the safety rope that hangs on constructor produce a suddenly change pulling force value, when the pulling force that the safety rope received is unusual to be increased, can in time adjust the reverse chucking pulling force parameter of safety rope, make the safety rope can carry out the chucking under the influence of suddenly change pulling force value, reduce constructor's who turns on one's side continue to slide, and control the safety rope according to reverse chucking pulling force parameter and carry out reverse roll processing, make the reverse roll pulling force of safety rope can compensate the produced pulling force of suddenly change pulling force value, thereby reduce constructor's slip rate of turning on one's side, carry out timely anti-slip processing to constructor who turns on one's side through construction risk monitoring instruction, reduce the casualties risk in the construction operation process, also improve the risk monitoring degree of accuracy under the circumstances of abnormal displacement or unusual pulling force to constructor.
The present application may be further configured in a preferred example to: after the reverse clamping tension parameter of the safety rope is adjusted according to the abrupt tension value, and before the safety rope is controlled to be subjected to reverse rolling treatment according to the reverse clamping tension parameter to generate a construction risk monitoring instruction for controlling the rollover sliding speed of constructors, the method further comprises the following steps:
acquiring working height data of the building hanging basket and the ground and personnel weightlessness weight data when the platform is tipped;
according to the working height data and the personnel weightlessness weight data, calculating the clamping adjustment time of the reverse clamping tension parameter;
according to the personnel weightlessness weight data and the clamping adjustment time, calculating personnel sliding distance data of the tipping personnel and sliding acceleration parameters corresponding to the personnel sliding distance data;
and carrying out parameter optimization processing on the reverse clamping tension parameter according to the sliding acceleration parameter to obtain a sliding risk monitoring instruction for compensating the personnel sliding distance data.
By adopting the technical scheme, the sliding distance of the person during side turning is monitored through the acquisition of the working height data and the person weightlessness weight data, and whether the reverse clamping adjustment of the person weightlessness sliding can be matched with the safety standard of the working height data or not is judged through the calculation of the clamping adjustment time of the reverse clamping tension parameter, and the reverse clamping tension parameter is further adjusted through the calculation of the person sliding distance data of the tipping person and the calculation of the sliding acceleration parameter corresponding to the person sliding distance, so that the adjusted reverse clamping tension parameter can synchronously offset the sliding tension increased during sliding, further parameter optimization processing is carried out on the reverse clamping tension parameter according to the sliding acceleration parameter, and the optimized reverse clamping tension parameter can compensate the amplified tension corresponding to the person sliding distance, thereby being beneficial to improving the personnel sliding monitoring accuracy during tipping.
The present application may be further configured in a preferred example to: after the obtaining of the nacelle status parameter of the building nacelle reaching the working position and before calculating the nacelle inclination angle data at the current wind speed according to the nacelle wind load data and the nacelle load data, the method further comprises:
according to the wind load data of the hanging basket and the load data of the hanging basket, the shaking amplitude parameter of the building hanging basket is obtained;
calculating an ideal load parameter of the suspension platform according to the shaking amplitude parameter, and adjusting a balancing weight missing value of the building hanging basket according to the ideal load parameter;
adjusting the current hanging basket load value of the building hanging basket according to the ideal load parameter to obtain hanging basket load monitoring data for compensating the shaking amplitude parameter;
and adjusting the missing weight of the current hanging basket balancing weight of the building hanging basket according to the missing value of the balancing weight to obtain balancing weight monitoring data matched with the hanging basket load monitoring data.
According to the technical scheme, the current wind load and the current swing amplitude parameters under the load of the hanging basket are obtained through the wind load data of the hanging basket and the load data of the hanging basket, whether the normal construction is carried out by constructors is influenced or not is facilitated according to the swing amplitude parameters of the hanging basket of the building, the swing amplification of the hanging basket under the current wind load is compensated through the calculation of the ideal load parameters of the suspension platform, the load bearing performance of the balancing basket is matched with the ideal load through the adjustment of the loss value of the balancing weight of the hanging basket of the building, the current load value of the hanging basket of the building is adjusted according to the ideal load parameters, the adjusted load of the hanging basket can be kept relatively stable under the current wind load and the current load, the swing of the hanging basket of the building is reduced, the load balancing weight of the whole hanging basket of the building is matched with the adjusted current load of the hanging basket through the adjustment of the weight of the hanging basket, and the bidirectional adjustment of the weight of the hanging basket and the weight of the balancing weight of the hanging basket is improved, and the monitoring accuracy of the load of the hanging basket of the building hanging basket is improved.
The present application may be further configured in a preferred example to: after the adjusting the current basket load value of the construction basket according to the ideal load parameter to obtain basket load monitoring data for compensating the shaking amplitude parameter, and before the adjusting the current basket load value of the construction basket according to the ideal load parameter to obtain basket load monitoring data for compensating the shaking amplitude parameter, the method further comprises:
acquiring platform weight change data caused by construction displacement of constructors;
calculating a mobile shaking amplitude parameter corresponding to the platform weight change data;
according to the mobile shaking amplitude parameter, adjusting a single-side current ratio parameter of the suspension platform;
and adjusting the unilateral stretching force of the building hanging basket according to the unilateral current ratio parameter, and generating personnel movement monitoring data for compensating hanging basket shaking caused by personnel movement according to the unilateral stretching force.
Through adopting above-mentioned technical scheme, through the platform weight change data that constructor construction displacement brought, concrete construction position and suspension platform bearing change to constructor on suspension platform carry out real-time supervision, and the amplitude that suspension platform that produces when further calculating the platform weight change rocked, the amplitude of rocking that brings according to constructor removal, the unilateral electric current ratio to suspension platform is adjusted, help improving the bearing control accuracy to suspension platform through the independent regulation of unilateral electric current ratio, and adjust the unilateral tensile force of building hanging basket according to unilateral electric current ratio parameter, the hanging basket that the unilateral tensile force after making the regulation can compensate personnel and remove brought rocks, be convenient for monitor the personnel moving condition in the construction operation process, and improve the removal slope regulation and control degree of accuracy to the building hanging basket.
The present application may be further configured in a preferred example to: after calculating the hanging basket inclination angle data under the current wind speed according to the hanging basket wind load data and the hanging basket load data, and before carrying out inclination regression processing on the hanging platform of the building hanging basket according to the hanging basket inclination angle data, obtaining inclination monitoring data adaptive to the preset construction height, the method further comprises the following steps:
predicting the operation shaking risk of the building hanging basket according to the hanging basket inclination angle data to obtain shaking risk prediction results corresponding to the current wind load data and the current construction process;
and monitoring the operation progress of the current construction process according to the shaking risk prediction result to obtain progress monitoring data for monitoring the actual operation progress of the construction hanging basket in real time.
Through adopting above-mentioned technical scheme, rock the risk to the operation through hanging flower basket inclination data to make the construction hanging flower basket rock the risk prediction result and current wind load data and current construction technology corresponding, improve the accuracy of rock the risk prediction result, and according to rock the risk prediction result, the operation progress of current construction technology carries out real-time supervision, acquire the actual operation progress of construction hanging flower basket through progress monitor data, monitor risk coefficient index according to actual progress dynamic adjustment construction hanging flower basket, help rock the risk degree according to actual operation progress and carry out more accurate control to constructor's operation security, and carry out timely protection processing when taking place the construction risk with current construction technology looks uncomfortable, improve the construction security of construction hanging flower basket.
The second object of the present invention is achieved by the following technical solutions:
an intelligent monitoring system for a building basket, comprising:
the parameter acquisition module is used for acquiring a hanging basket state parameter of the building hanging basket at a preset operation position, wherein the hanging basket state parameter comprises hanging basket wind load data and hanging basket load data;
the data calculation module is used for calculating the inclination angle data of the hanging basket at the current wind speed according to the wind load data of the hanging basket and the load data of the hanging basket;
the data processing module is used for carrying out inclination regression processing on the suspension platform of the building hanging basket according to the hanging basket inclination angle data to obtain inclination monitoring data which are matched with a preset construction height;
and the parameter adjusting module is used for adjusting the clamping tension parameter of the safety rope of the building hanging basket when the inclination monitoring data reach a preset tipping threshold value, and generating a construction risk monitoring instruction for reducing the rollover sliding speed of constructors.
Through adopting above-mentioned technical scheme, because when carrying out the outer wall construction to super high-rise building through the construction hanging flower basket, the construction is rocked the risk and is correlated with super high-rise building's current wind speed condition, and constructor walk about or unexpected slip etc. can all cause the construction hanging flower basket to take place to incline, and then the mistake triggers the safety lock rope and carries out emergency locking to suspension platform, the control of construction hanging flower basket inaccurately influences normal construction progress easily, consequently, through the acquisition to the hanging flower basket state parameter of construction hanging flower basket, the risk of carrying out construction operation to construction hanging flower basket in the operation position of predetermineeing carries out the aassessment, and through the calculation to hanging flower basket inclination's under the current wind speed, monitor the construction hanging flower basket receives the rock influence of current wind load and hanging flower basket load, with current wind load bring in the monitor index of construction hanging flower basket, improve the control reference multiaspect, and through the slope to suspension platform's of messenger suspension platform remains all the time with predetermineeing the construction height looks adaptation, and when the slope monitoring data reaches the threshold value of predetermineeing, adjust the chucking tension parameter of safety rope, reduce constructor's slip speed through construction monitoring instruction, improve the slip speed to construction personnel's slip risk to the construction hanging flower basket, the accuracy of control of the construction hanging flower basket returns, the control of the monitoring of the construction hanging flower basket through the slope of the control of the monitoring of the hanging flower basket and the slope of the security of the suspension basket and the security monitoring of the suspension basket of the suspension platform and the security of the suspension platform and the security monitoring of the suspension of the hanging basket and the construction basket.
The third object of the present application is achieved by the following technical solutions:
a computer device comprising a memory, a processor and a computer program stored in the memory and executable on the processor, the processor implementing the steps of the intelligent monitoring method of a building basket as described above when the computer program is executed.
The fourth object of the present application is achieved by the following technical solutions:
a computer readable storage medium storing a computer program which when executed by a processor performs the steps of the intelligent monitoring method of a construction basket described above.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the construction method comprises the steps of evaluating the risk of construction operation of a construction hanging basket at a preset operation position by acquiring hanging basket state parameters of the construction hanging basket, monitoring the influence of shaking of a current wind load and a hanging basket load of the construction hanging basket by calculating the inclination angle of the hanging basket at the current wind speed, improving the monitoring reference multifaceted performance by taking the current wind load into the monitoring index of the construction hanging basket, enabling the suspension platform to be always matched with the preset construction height by means of inclination treatment of the suspension platform, reducing the inclination risk of the suspension platform, adjusting the clamping tension parameters of a safety rope when inclination monitoring data reach a preset tipping threshold value, reducing the rollover sliding speed of constructors by means of construction risk monitoring instructions, improving the safety monitoring accuracy of constructors, carrying out multidimensional monitoring on shaking risk of the construction hanging basket by means of inclination monitoring of the suspension platform and rollover sliding monitoring of constructors, and reducing the construction shaking risk of the hanging basket of the construction hanging basket by means of the suspension platform and rollover safety rope locking treatment of constructors, and further improving the monitoring accuracy of the construction hanging basket;
2. The method comprises the steps of judging the inclination direction of a suspension platform through acquisition of inclination direction data, acquiring current operation data which correspond to the inclination direction data and are in a current working state, respectively and accurately adjusting the single-side inclination angle of the suspension platform, enabling the single-side inclination angle adjustment data of the suspension platform to be matched with the inclination condition of the corresponding side through adjustment of the single-side current ratio of the suspension platform, controlling two ends of a selective adjustment platform to be in linkage and return to the horizontal line direction through current ratio data after coupling until the horizontal line of the suspension platform is parallel to a preset working height, and improving the inclination monitoring accuracy and the adjustment timeliness of a building hanging basket through inclination return processing of the suspension platform;
3. the anti-slip device has the advantages that constructors can be driven to correspondingly displace when the suspension platform is tipped over, so that the safety rope suspended on the constructors generates a suddenly-changed tension value, when the tension borne by the safety rope is abnormally increased, the reverse clamping tension parameter of the safety rope can be timely adjusted, the safety rope can be clamped under the influence of the suddenly-changed tension value, the constructors who roll over are reduced to slide continuously, the safety rope is controlled to roll reversely according to the reverse clamping tension parameter, the reverse rolling tension of the safety rope can compensate the tension generated by the suddenly-changed tension value, the roll-over sliding speed of the constructors is reduced, timely anti-slip treatment is carried out on the constructors who roll over through construction risk monitoring instructions, the casualties risk in the construction operation process is reduced, and the risk monitoring accuracy on the conditions of abnormal displacement or abnormal tension of the constructors is also improved.
Drawings
Fig. 1 is a flowchart of an implementation of an intelligent monitoring method for a construction basket according to an embodiment of the present application.
Fig. 2 is a flowchart of another implementation of step S10 of an intelligent monitoring method of a construction basket according to an embodiment of the present application.
Fig. 3 is a flowchart of another implementation of step S103 of an intelligent monitoring method of a construction basket according to an embodiment of the present application.
Fig. 4 is a flowchart of another implementation of step S20 of an intelligent monitoring method of a construction basket according to an embodiment of the present application.
Fig. 5 is a flowchart of another implementation of step S30 of an intelligent monitoring method of a construction basket according to an embodiment of the present application.
Fig. 6 is a flowchart of an implementation of step S40 of an intelligent monitoring method for a construction nacelle according to an embodiment of the present application.
Fig. 7 is a flowchart of another implementation of step S402 of an intelligent monitoring method of a construction basket according to an embodiment of the present application.
Fig. 8 is a block diagram of an intelligent monitoring system for a building basket according to an embodiment of the present application.
Fig. 9 is a schematic diagram of the internal structure of a computer device for implementing an intelligent monitoring method of a construction basket.
Detailed Description
The present application is described in further detail below with reference to the accompanying drawings.
In an embodiment, as shown in fig. 1, the application discloses an intelligent monitoring method for a construction hanging basket, which specifically includes the following steps:
S10: and acquiring a hanging basket state parameter of the building hanging basket at a preset working position, wherein the hanging basket state parameter comprises hanging basket wind load data and hanging basket load data.
Specifically, the descending height of the building hanging basket is obtained through a preset monitoring mechanism, the building hanging basket is controlled to be kept stable until the building hanging basket reaches a preset operation position, wind load data of the hanging basket are obtained through wind speed measurement, and load data of the hanging basket are obtained through weight measurement of a suspension platform.
In an embodiment, in order to better monitor the shaking condition of the building hanging basket and timely perform timely missing compensation on the bearing balancing weight, as shown in fig. 2, after obtaining the hanging basket state parameter, the method further includes:
s101: and acquiring the shaking amplitude parameter of the building hanging basket according to the hanging basket wind load data and the hanging basket load data.
Specifically, according to wind load data of the hanging basket at the current wind speed, calculating the maximum shaking distance of the hanging platform from the horizontal position, acquiring the regression shaking distance of the hanging platform from the horizontal position under the influence of the load data of the hanging basket, and taking the primary maximum shaking distance and the primary regression shaking distance of the hanging platform as a period to obtain shaking amplitude parameters of the building hanging basket.
S102: and calculating an ideal load parameter of the suspension platform according to the shaking amplitude parameter, and adjusting a balancing weight missing value of the building hanging basket according to the ideal load parameter.
Specifically, load weight data corresponding to the shaking driving force is calculated according to the shaking amplitude parameter and is used as an ideal load parameter of the suspension platform, wherein the ideal load parameter is a load value which enables the suspension platform to be relatively stable under the current wind load of the hanging basket, and the current balancing weight missing value of the building hanging basket is adjusted according to the balancing weight bearing value corresponding to the ideal load parameter.
S103: and adjusting the current basket load value of the construction basket according to the ideal load parameter to obtain basket load monitoring data for compensating the shaking amplitude parameter.
Specifically, the current hanging basket load value of the building hanging basket is adjusted according to the ideal load parameter, such as increasing the load weight of the current hanging basket until the load value meets the requirement of the ideal load parameter, such as calculating the load difference between the current hanging basket load value and the ideal load parameter, and the self weight of the hanging platform is increased according to the calculated load difference, such as adding a load block corresponding to the load difference on the hanging platform, and the shaking amplitude of the hanging basket is compensated through self weight increment of the hanging platform, so as to obtain the hanging basket load monitoring data of the building hanging basket.
In an embodiment, in order to more accurately adjust the double-sided load-bearing tension of the suspension platform, as shown in fig. 3, after adjusting the current basket load value of the construction basket according to the ideal load parameter to obtain basket load monitoring data for compensating the sway amplitude parameter, and before adjusting the current basket load value of the construction basket according to the ideal load parameter to obtain basket load monitoring data for compensating the sway amplitude parameter, the method further includes:
s1031: and acquiring platform weight change data caused by construction displacement of constructors.
Specifically, through setting up in the weight monitoring facilities of a plurality of monitoring points of hanging platform, obtain the platform weight change data that the constructor produced when constructing on hanging platform and move the corresponding construction displacement, if constructor moves to the opposite side from hanging platform and carries out the construction, then the platform weight of all monitoring points on constructor moving the orbit all can change to obtain the platform weight change data that constructor's construction displacement corresponds.
S1032: and calculating a movement shaking amplitude parameter corresponding to the platform weight change data.
Specifically, according to the platform weight change data, the mobile shaking amplitude parameters of construction personnel in the construction process from one side to the other side are calculated, the mobile shaking amplitude parameters comprise primary forward movement shaking generated by personnel movement and reverse regression shaking corresponding to the forward movement shaking, and the primary forward movement shaking and the primary reverse regression shaking are taken as the mobile shaking amplitude parameters.
S1033: and adjusting a single-side current ratio parameter of the suspension platform according to the mobile shaking amplitude parameter.
Specifically, the unilateral current ratio parameter of the suspension platform is obtained according to the moving shaking amplitude data, and the unilateral current ratio value of the suspension platform is increased or decreased according to the moving shaking amplitude, so that the current ratio parameter of the windward side is adapted to the stress condition, and the current ratio parameter of the leeward side is adapted to the platform weight change data, so that the unilateral current ratio parameter is adjusted.
S1034: and adjusting the unilateral stretching force of the building hanging basket according to the unilateral current ratio parameter, and generating personnel movement monitoring data for compensating the hanging basket shaking caused by personnel movement according to the unilateral stretching force.
Specifically, according to the unilateral current ratio parameter, unilateral stretching force of the building hanging basket is independently adjusted, for example, unilateral stretching force on the windward side is increased, unilateral stretching force on the leeward side is reduced, and the like, and hanging basket shaking caused by personnel movement is compensated according to the adjusted unilateral stretching force, so that personnel movement monitoring data are obtained.
S104: and adjusting the missing weight of the current hanging basket balancing weight of the construction hanging basket according to the missing value of the balancing weight to obtain balancing weight monitoring data matched with the hanging basket load monitoring data.
Specifically, according to the missing value of the balancing weight matched with the ideal load parameter, the missing weight of the current hanging basket balancing weight of the construction hanging basket is adjusted, if the corresponding balancing weight is added, the weight of the current hanging basket mating block meets the operation requirement of the ideal load parameter, and accordingly the balancing weight monitoring data matched with the hanging basket monitoring data are obtained.
S20: and calculating the inclination angle data of the hanging basket under the current wind speed according to the wind load data and the load data of the hanging basket.
Specifically, according to wind load data of a hanging basket, an impulse force parameter borne by a windward side of a hanging platform is obtained, a load gravity parameter corresponding to load data of the hanging basket is obtained, the bearing direction of the load gravity parameter in the embodiment is perpendicular to the ground direction, the current wind speed corresponding to the current working height is obtained through wind speed measurement, the wind load data of the hanging basket is calculated by combining a wind load calculation formula, a cosine value of the impulse force parameter is obtained according to a change difference value of the bearing area of the windward side, and the impulse force parameter and the load gravity parameter are calculated through a cosine function formula, so that the inclination angle data of the hanging basket under the current wind speed is obtained.
In an embodiment, in order to better accurately evaluate the current shaking risk and predict whether the current real-time operation progress can be performed normally, as shown in fig. 4, after calculating the basket inclination angle data at the current wind speed according to the basket wind load data and the basket load data, and before performing inclination regression processing on the suspension platform of the building basket according to the basket inclination angle data to obtain inclination monitoring data adapted to the preset construction height, the method further includes:
S201: and predicting the shaking risk of the construction hanging basket in operation according to the hanging basket inclination angle data to obtain shaking risk prediction results corresponding to the current wind load data and the current construction process.
Specifically, according to the hanging basket inclination angle data, the operation shaking risk of the construction hanging basket is predicted, if the hanging basket inclination angle is larger, the risk that the construction hanging basket is tilted under the action of the current wind load is indicated to be larger, namely, the operation shaking risk of construction workers on a suspension platform is also larger, when the hanging basket inclination angle is smaller, the probability that the construction hanging basket is kept relatively stable under the action of the current wind load is indicated to be larger, the construction platform which is smoother is more convenient for the construction workers to operate, the actual construction risk of the current construction process is combined to serve as a prediction reference index, and the risk coefficient of each construction process is different, so that a corresponding shaking risk prediction result is obtained.
S202: and monitoring the operation progress of the current construction process according to the shaking risk prediction result to obtain progress monitoring data for monitoring the actual operation progress of the building hanging basket in real time.
Specifically, according to the shaking risk prediction result, the operation progress of the current construction process is monitored, including the monitoring from the beginning of the construction of a worker to the end of the construction, for example, the operation progress is judged according to the outer wall painting area, the operation progress is judged according to the installation number of the outer wall decoration objects, so that the actual operation progress of the construction hanging basket is monitored in real time, for example, the construction progress is judged by acquiring an actual construction image through a preset shooting device, and thus progress monitoring data is obtained.
S30: and carrying out inclination regression processing on the suspension platform of the building hanging basket according to the hanging basket inclination angle data to obtain inclination monitoring data which are adaptive to the preset construction height.
Specifically, as shown in fig. 5, step S30 specifically includes the following steps:
s301: and acquiring inclination azimuth data of the suspension platform and current operation data in the current working state.
Specifically, the inclination azimuth data of the suspension platform is obtained according to the horizontal monitoring equipment preset on the suspension platform, the inclination azimuth data comprise an inclination angle and an inclination direction, the current use condition under the current operation state is obtained through the preset current sensor, and the current operation data under the current operation state are obtained according to the current use difference at the two ends of the suspension platform.
S302: and according to the inclination azimuth data, current ratio adjustment processing is carried out on the current operation data, so that single-side inclination angle adjustment data for respectively carrying out linkage adjustment on two ends of the suspension platform are obtained.
Specifically, current ratio adjustment processing is performed on the current operation data according to the inclination azimuth data, for example, the stretching current ratio of the suspension platform at the low end side is increased, or the stretching current ratio of the suspension platform at the high end side is reduced, so that horizontal line regression processing is performed on both ends of the suspension platform in a linkage manner at the same time until the horizontal line of the suspension platform is parallel to a preset construction height, and single-side inclination angle adjustment data of the building hanging basket is obtained.
S303: and carrying out horizontal line regression processing on the single-side inclination angle of the suspension platform according to the single-side inclination angle adjustment data to obtain inclination angle monitoring data for adjusting the suspension platform to a horizontal state.
Specifically, the single-side inclination angle of the suspension platform is independently adjusted according to the single-side inclination angle adjustment data, the suspension platform is controlled to rotate towards the corresponding inclination angle according to the single-side inclination angle adjustment data until the suspension platform is adjusted to be in a horizontal state, and the inclination angle of the suspension platform is timely monitored through inclination angle monitoring data.
S40: when the inclination monitoring data reach a preset tipping threshold value, clamping tension parameters of a safety rope of the construction hanging basket are adjusted, and a construction risk monitoring instruction for reducing the rollover sliding speed of constructors is generated.
Specifically, as shown in fig. 6, step S40 specifically includes the following steps:
s401: and obtaining a sudden change tension value generated by movement of constructors when the suspension platform is overturned.
Specifically, when the suspension platform turns on one's side, or constructors stand unstably and accidentally slip from the suspension platform, the safety rope tied on the constructors can receive sudden tension generated by sudden displacement of the constructors, and measurement is performed through tension monitoring equipment preset on the safety rope, so that the sudden tension value generated by movement of the constructors is obtained.
S402: and adjusting the reverse clamping tension parameter of the safety rope according to the abrupt tension value.
Specifically, the current clamping tension of the safety rope is obtained according to the abrupt change tension value, and the reverse clamping tension value of the safety rope is adjusted to be corresponding to the abrupt change tension value on the basis of the current clamping tension, if the sum of the current clamping tension and the abrupt change tension value is used as a reverse clamping tension parameter.
In an embodiment, since a certain reaction time is required for adjusting the reverse clamping tension parameter of the safety rope, and the constructor will continue to slide in the corresponding reaction time, so that an error may occur between the reverse clamping tension parameter and the tension parameter that causes the constructor to stop, so, in order to improve the fit between the reverse clamping tension parameter and the clamping tension required by the actual constructor, as shown in fig. 7, after the reverse clamping tension parameter of the safety rope is adjusted according to the abrupt tension value, and after the safety rope is controlled to perform reverse rolling treatment according to the reverse clamping tension parameter, before the construction risk monitoring instruction for controlling the rollover sliding rate of the constructor is generated, the method further includes:
S4021: and acquiring working height data of the building hanging basket and the ground and personnel weightlessness weight data when the platform is tipped.
Specifically, according to the height position of the construction hanging basket sliding to the preset construction position, according to the total building height of the building and the sliding height of the construction hanging basket, the operation height data of the construction hanging basket and the ground are calculated, the risk of construction operation is judged according to the operation height data, and according to the personnel weightlessness weight data when the suspension platform is turned over, the personnel weightlessness weight data is obtained according to the difference value between the platform load data when the suspension platform is turned over and the platform load data when the suspension platform is normally constructed, wherein the personnel weightlessness data comprises weight changes of a plurality of constructors on the suspension platform.
S4022: and calculating the clamping adjustment time of the reverse clamping tension parameter according to the operation height data and the personnel weightlessness weight data.
Specifically, according to the operation height data and the personnel weightlessness weight data, the clamping adjustment time of the reverse clamping tension parameter is calculated, for example, the descending time required by constructors to reach the operation height data is calculated according to the personnel weightlessness weight data, the descending time is used as the maximum adjustment threshold of the clamping adjustment time, the reaction time required by the safety rope to mobilize the clamping device to mobilize the parameters is obtained, and the clamping adjustment time is the time required by the reverse clamping tension to pull and keep the constructors stable.
S4023: and calculating personnel sliding distance data of the tipping personnel and sliding acceleration parameters corresponding to the personnel sliding distance data according to the personnel weightlessness weight data and the clamping adjustment time.
Specifically, according to the personnel weightlessness weight data and the corresponding clamping adjustment time, the personnel sliding distance of the tipping personnel is calculated, for example, the personnel sliding distance of the tipping personnel in the clamping adjustment time is calculated according to the clamping adjustment time and the gravity acceleration, the personnel sliding acceleration during rollover is calculated according to the personnel sliding distance, for example, the cosine value of the gravity acceleration under the personnel weightlessness weight is calculated according to the platform inclination angle, and the cosine value of the gravity acceleration is used as the corresponding sliding acceleration.
S4024: and carrying out parameter optimization processing on the reverse clamping tension parameters according to the slip acceleration parameters to obtain slip risk monitoring instructions for compensating the personnel slip distance data.
Specifically, parameter optimization processing is performed on the reverse clamping tension parameter according to the slip acceleration parameter, for example, the accelerated slip displacement in the parameter adjustment time of the safety rope is calculated according to the slip acceleration parameter, the reverse clamping tension parameter is adjusted in advance according to the accelerated slip displacement, the adjusted reverse clamping tension parameter can timely clamp a constructor when the constructor slips to an accelerated slip displacement position, the slip risk caused by the fact that the slip distance of the constructor continues to slip is reduced, and therefore a slip risk monitoring instruction for monitoring the slip wind direction of the safety rope is obtained.
S403: and controlling the safety rope to perform reverse rolling treatment according to the reverse clamping tension parameters, and generating a construction risk monitoring instruction for controlling the side turning sliding speed of constructors.
Specifically, according to reverse chucking pulling force parameter control safety rope reverse rotation, if adjust safety rope's reverse rotation's pulling force for reverse chucking pulling force parameter, wherein, reverse roll is for keeping away from the direction of constructor one side to keep away from the safety rope and roll, through construction risk monitoring instruction, at constructor slip in-process of turning on one's side, reduce constructor slip speed of turning on one's side through the reverse roll of safety rope.
It should be understood that the sequence number of each step in the foregoing embodiment does not mean that the execution sequence of each process should be determined by the function and the internal logic of each process, and should not limit the implementation process of the embodiment of the present application in any way.
In an embodiment, an intelligent monitoring system for a building basket is provided, where the intelligent monitoring system for a building basket corresponds to the intelligent monitoring method for a building basket in the foregoing embodiment one by one. As shown in fig. 8, the intelligent monitoring system of the construction hanging basket comprises a parameter acquisition module, a data calculation module, a data processing module and a parameter adjustment module. The functional modules are described in detail as follows:
The parameter acquisition module is used for acquiring the hanging basket state parameters of the building hanging basket at the preset operation position, wherein the hanging basket state parameters comprise hanging basket wind load data and hanging basket load data.
And the data calculation module is used for calculating the inclination angle data of the hanging basket under the current wind speed according to the wind load data and the load data of the hanging basket.
And the data processing module is used for carrying out inclination regression processing on the suspension platform of the construction hanging basket according to the hanging basket inclination angle data to obtain inclination monitoring data which is adaptive to the preset construction height.
And the parameter adjusting module is used for adjusting clamping tension parameters of the safety rope of the building hanging basket when the inclination monitoring data reach a preset tipping threshold value, and generating a construction risk monitoring instruction for reducing the rollover sliding speed of constructors.
Preferably, the data processing module specifically includes:
and the platform data acquisition sub-module is used for acquiring the inclination azimuth data of the suspension platform and the current operation data in the current operation state.
And the current ratio adjusting sub-module is used for carrying out current ratio adjusting processing on the current operation data according to the inclination azimuth data to obtain single-side inclination angle adjusting data for respectively carrying out linkage adjustment on the two ends of the suspension platform.
And the horizontal line regression sub-module is used for carrying out horizontal line regression processing on the single-side inclination angle of the suspension platform according to the single-side inclination angle adjustment data to obtain inclination angle monitoring data for adjusting the suspension platform to a horizontal state.
Preferably, the parameter adjusting module specifically includes:
and the tension value acquisition sub-module is used for acquiring a sudden tension value generated by movement of constructors when the suspension platform is overturned.
And the clamping tension adjusting sub-module is used for adjusting the reverse clamping tension parameter of the safety rope according to the abrupt tension value.
And the reverse rolling processing sub-module is used for controlling the safety rope to carry out reverse rolling processing according to the reverse clamping tension parameter, and generating a construction risk monitoring instruction for controlling the side turning sliding speed of constructors.
Preferably, after the reverse clamping tension parameter of the safety rope is adjusted according to the abrupt tension value, and before the safety rope is controlled to be reversely rolled according to the reverse clamping tension parameter to generate a construction risk monitoring instruction for controlling the rollover sliding speed of constructors, the method further comprises the following steps:
and the operation weightlessness data acquisition sub-module is used for acquiring operation height data of the construction hanging basket and the ground and personnel weightlessness weight data when the platform is tipped.
And the clamping adjustment time calculation sub-module is used for calculating the clamping adjustment time of the reverse clamping tension parameter according to the operation height data and the personnel weightlessness weight data.
And the slippage data calculation sub-module is used for calculating personnel slippage distance data of the tipping personnel and slippage acceleration parameters corresponding to the personnel slippage distance data according to the personnel weightlessness weight data and the clamping adjustment time.
And the parameter optimization sub-module is used for carrying out parameter optimization processing on the reverse clamping tension parameter according to the slip acceleration parameter to obtain a slip risk monitoring instruction for compensating the personnel slip distance data.
Preferably, after obtaining the nacelle status parameter of the building nacelle reaching the working position and before calculating the nacelle inclination angle data at the current wind speed according to the nacelle wind load data and the nacelle load data, the method further comprises:
and the shaking amplitude data acquisition sub-module is used for acquiring shaking amplitude parameters of the building hanging basket according to the hanging basket wind load data and the hanging basket load data.
And the load data calculation sub-module is used for calculating ideal load parameters of the suspension platform according to the shaking amplitude parameters and adjusting the balancing weight missing value of the building hanging basket according to the ideal load parameters.
And the load adjusting sub-module is used for adjusting the current hanging basket load value of the construction hanging basket according to the ideal load parameter to obtain hanging basket load monitoring data for compensating the shaking amplitude parameter.
And the balancing weight adjusting submodule is used for adjusting the current hanging basket balancing weight missing weight of the construction hanging basket according to the balancing weight missing value to obtain balancing weight monitoring data matched with the hanging basket load monitoring data.
Preferably, after adjusting the current basket load value of the construction basket according to the ideal load parameter to obtain basket load monitoring data for compensating the shaking amplitude parameter, and before adjusting the current basket load value of the construction basket according to the ideal load parameter to obtain basket load monitoring data for compensating the shaking amplitude parameter, the method further comprises:
and the change data acquisition sub-module is used for acquiring the platform weight change data caused by the construction displacement of constructors.
And the parameter calculation sub-module is used for calculating the movement shaking amplitude parameter corresponding to the platform weight change data.
And the single-side parameter adjusting sub-module is used for adjusting the single-side current ratio parameter of the suspension platform according to the mobile shaking amplitude parameter.
And the unilateral tension adjusting sub-module is used for adjusting unilateral tension of the building hanging basket according to unilateral current ratio parameters and generating personnel movement monitoring data for compensating hanging basket shaking caused by personnel movement according to the unilateral tension.
Preferably, after calculating the basket inclination angle data under the current wind speed according to the basket wind load data and the basket load data, and before carrying out inclination regression processing on the suspension platform of the building basket according to the basket inclination angle data, obtaining inclination monitoring data adapted to the preset construction height, the method further comprises:
and the risk prediction sub-module is used for predicting the shaking risk of the construction hanging basket according to the hanging basket inclination angle data to obtain shaking risk prediction results corresponding to the current wind load data and the current construction process.
And the progress monitoring sub-module is used for monitoring the operation progress of the current construction process according to the shaking risk prediction result to obtain progress monitoring data for monitoring the actual operation progress of the construction hanging basket in real time.
The specific limitation of the intelligent monitoring system for the construction hanging basket can be referred to the limitation of the intelligent monitoring method for the construction hanging basket hereinabove, and the description thereof is omitted herein. The modules in the intelligent monitoring system of the building hanging basket can be fully or partially realized by software, hardware and a combination thereof. The above modules may be embedded in hardware or may be independent of a processor in the computer device, or may be stored in software in a memory in the computer device, so that the processor may call and execute operations corresponding to the above modules.
In one embodiment, a computer device is provided, which may be a server, and the internal structure of which may be as shown in fig. 9. The computer device includes a processor, a memory, a network interface, and a database connected by a system bus. Wherein the processor of the computer device is configured to provide computing and control capabilities. The memory of the computer device includes a non-volatile storage medium and an internal memory. The non-volatile storage medium stores an operating system, computer programs, and a database. The internal memory provides an environment for the operation of the operating system and computer programs in the non-volatile storage media. The database of the computer device is used for storing construction monitoring data of the construction hanging basket. The network interface of the computer device is used for communicating with an external terminal through a network connection. The computer program, when executed by the processor, implements a method for intelligent monitoring of a construction basket.
In one embodiment, a computer readable storage medium is provided having a computer program stored thereon, which when executed by a processor, implements the steps of a method for intelligent monitoring of a construction gondola.
Those skilled in the art will appreciate that implementing all or part of the above described methods may be accomplished by way of a computer program stored on a non-transitory computer readable storage medium, which when executed, may comprise the steps of the embodiments of the methods described above. Any reference to memory, storage, database, or other medium used in the various embodiments provided herein may include non-volatile and/or volatile memory. The nonvolatile memory can include Read Only Memory (ROM), programmable ROM (PROM), electrically Programmable ROM (EPROM), electrically Erasable Programmable ROM (EEPROM), or flash memory. Volatile memory can include Random Access Memory (RAM) or external cache memory. By way of illustration and not limitation, RAM is available in a variety of forms such as Static RAM (SRAM), dynamic RAM (DRAM), synchronous DRAM (SDRAM), double Data Rate SDRAM (DDRSDRAM), enhanced SDRAM (ESDRAM), synchronous Link DRAM (SLDRAM), memory bus direct RAM (RDRAM), direct memory bus dynamic RAM (DRDRAM), and memory bus dynamic RAM (RDRAM), among others.
It will be apparent to those skilled in the art that, for convenience and brevity of description, only the above-described division of the functional units and modules is illustrated, and in practical application, the above-described functional distribution may be performed by different functional units and modules according to needs, i.e. the internal structure of the apparatus is divided into different functional units or modules to perform all or part of the above-described functions.
The above embodiments are only for illustrating the technical solution of the present application, and are not limiting; although the present application has been described in detail with reference to the foregoing embodiments, it should be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit and scope of the technical solutions of the embodiments of the present application, and are intended to be included in the scope of the present application.
Claims (10)
1. An intelligent monitoring method for a building hanging basket is characterized by comprising the following steps:
acquiring a hanging basket state parameter of a building hanging basket at a preset operation position, wherein the hanging basket state parameter comprises hanging basket wind load data and hanging basket load data;
Calculating the inclination angle data of the hanging basket under the current wind speed according to the wind load data of the hanging basket and the load data of the hanging basket;
according to the hanging basket inclination angle data, carrying out inclination regression processing on a hanging platform of the building hanging basket to obtain inclination monitoring data which are adaptive to a preset construction height;
when the inclination monitoring data reach a preset tipping threshold value, the clamping tension parameters of the safety rope of the building hanging basket are adjusted, and a construction risk monitoring instruction for reducing the rollover sliding speed of constructors is generated.
2. The intelligent monitoring method of the construction hanging basket according to claim 1, wherein the performing inclination regression processing on the hanging platform of the construction hanging basket according to the hanging basket inclination angle data to obtain inclination monitoring data adapted to a preset construction height specifically comprises:
acquiring inclination azimuth data of the suspension platform and current operation data in a current operation state;
according to the inclination azimuth data, current ratio adjustment processing is carried out on the current operation data to obtain single-side inclination angle adjustment data for respectively carrying out linkage adjustment on two ends of the suspension platform;
And carrying out horizontal line regression processing on the single-side inclination angle of the suspension platform according to the single-side inclination angle adjustment data to obtain inclination angle monitoring data for adjusting the suspension platform to a horizontal state.
3. The intelligent monitoring method of a construction basket according to claim 1, wherein when the inclination monitoring data reach a preset tipping threshold value, adjusting a clamping tension parameter of a safety rope of the construction basket, and generating a construction risk monitoring instruction for reducing a rollover sliding speed of a constructor, specifically comprising:
obtaining a sudden change tension value generated by movement of constructors when the suspension platform is tipped;
according to the abrupt change tension value, adjusting the reverse clamping tension parameter of the safety rope;
and controlling the safety rope to perform reverse rolling treatment according to the reverse clamping tension parameters, and generating a construction risk monitoring instruction for controlling the side turning sliding speed of constructors.
4. A method of intelligent monitoring of a construction gondola according to claim 3, wherein after said adjusting the reverse clamping tension parameter of the safety rope according to the abrupt tension value and before controlling the safety rope to perform reverse scrolling according to the reverse clamping tension parameter, generating a construction risk monitoring instruction for controlling a rollover sliding rate of a constructor, the method further comprises:
Acquiring working height data of the building hanging basket and the ground and personnel weightlessness weight data when the platform is tipped;
according to the working height data and the personnel weightlessness weight data, calculating the clamping adjustment time of the reverse clamping tension parameter;
according to the personnel weightlessness weight data and the clamping adjustment time, calculating personnel sliding distance data of the tipping personnel and sliding acceleration parameters corresponding to the personnel sliding distance data;
and carrying out parameter optimization processing on the reverse clamping tension parameter according to the sliding acceleration parameter to obtain a sliding risk monitoring instruction for compensating the personnel sliding distance data.
5. The intelligent monitoring method of a construction basket according to claim 1, further comprising, after the acquiring of basket status parameters of the construction basket at the working position and before calculating basket inclination angle data at the current wind speed from the basket wind load data and the basket load data:
according to the wind load data of the hanging basket and the load data of the hanging basket, the shaking amplitude parameter of the building hanging basket is obtained;
calculating an ideal load parameter of the suspension platform according to the shaking amplitude parameter, and adjusting a balancing weight missing value of the building hanging basket according to the ideal load parameter;
Adjusting the current hanging basket load value of the building hanging basket according to the ideal load parameter to obtain hanging basket load monitoring data for compensating the shaking amplitude parameter;
and adjusting the missing weight of the current hanging basket balancing weight of the building hanging basket according to the missing value of the balancing weight to obtain balancing weight monitoring data matched with the hanging basket load monitoring data.
6. The intelligent monitoring method of a construction basket according to claim 5, wherein after the adjusting the current basket load value of the construction basket according to the ideal load parameter to obtain basket load monitoring data for compensating the sway amplitude parameter, and before the adjusting the current basket load value of the construction basket according to the ideal load parameter to obtain basket load monitoring data for compensating the sway amplitude parameter, further comprising:
acquiring platform weight change data caused by construction displacement of constructors;
calculating a mobile shaking amplitude parameter corresponding to the platform weight change data;
according to the mobile shaking amplitude parameter, adjusting a single-side current ratio parameter of the suspension platform;
And adjusting the unilateral stretching force of the building hanging basket according to the unilateral current ratio parameter, and generating personnel movement monitoring data for compensating hanging basket shaking caused by personnel movement according to the unilateral stretching force.
7. The intelligent monitoring method of a building basket according to claim 1, wherein after calculating basket inclination angle data at a current wind speed according to the basket wind load data and the basket load data, and before performing inclination regression processing on a suspension platform of the building basket according to the basket inclination angle data, obtaining inclination monitoring data adapted to a preset construction height, the intelligent monitoring method further comprises:
predicting the operation shaking risk of the building hanging basket according to the hanging basket inclination angle data to obtain shaking risk prediction results corresponding to the current wind load data and the current construction process;
and monitoring the operation progress of the current construction process according to the shaking risk prediction result to obtain progress monitoring data for monitoring the actual operation progress of the construction hanging basket in real time.
8. An intelligent monitoring system of building hanging flower basket, characterized by comprising:
The parameter acquisition module is used for acquiring a hanging basket state parameter of the building hanging basket at a preset operation position, wherein the hanging basket state parameter comprises hanging basket wind load data and hanging basket load data;
the data calculation module is used for calculating the inclination angle data of the hanging basket at the current wind speed according to the wind load data of the hanging basket and the load data of the hanging basket;
the data processing module is used for carrying out inclination regression processing on the suspension platform of the building hanging basket according to the hanging basket inclination angle data to obtain inclination monitoring data which are matched with a preset construction height;
and the parameter adjusting module is used for adjusting the clamping tension parameter of the safety rope of the building hanging basket when the inclination monitoring data reach a preset tipping threshold value, and generating a construction risk monitoring instruction for reducing the rollover sliding speed of constructors.
9. A computer device comprising a memory, a processor and a computer program stored in the memory and executable on the processor, characterized in that the processor, when executing the computer program, carries out the steps of the intelligent monitoring method of a construction basket according to any one of claims 1 to 7.
10. A computer readable storage medium storing a computer program, characterized in that the computer program when executed by a processor implements the steps of the intelligent monitoring method of a construction basket according to any one of claims 1 to 7.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN117436712A (en) * | 2023-12-21 | 2024-01-23 | 山东铁鹰建设工程有限公司 | Real-time monitoring method and system for operation risk of construction hanging basket |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN117436712A (en) * | 2023-12-21 | 2024-01-23 | 山东铁鹰建设工程有限公司 | Real-time monitoring method and system for operation risk of construction hanging basket |
| CN117436712B (en) * | 2023-12-21 | 2024-04-12 | 山东铁鹰建设工程有限公司 | Real-time monitoring method and system for operation risk of construction hanging basket |
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