CN115203810A - CM three-dimensional high-strength composite foundation settlement prediction method and system - Google Patents
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Abstract
The application relates to a CM three-dimensional high-strength composite foundation settlement prediction method and a system, which comprises the steps of inputting a plurality of settlement data into a uniformity judgment model when receiving the settlement data which is input by a construction terminal and corresponds to a plurality of observation points of a certain building; the uniformity judgment model calculates the corresponding average difference of the settleability based on a plurality of the settleability data; comparing the average difference of the settlement degrees with a preset average difference threshold value to obtain a comparison result, wherein the comparison result comprises that the average difference of the settlement degrees is greater than or equal to the average difference threshold value and the average difference of the settlement degrees is less than the average difference threshold value; and sending the comparison result to the monitoring terminal. This application has the homogeneity that supplementary staff's analysis judgement building subsided, improves the effect that the building degree of settlement surveyd efficiency.
Description
Technical Field
The application relates to the technical field of building construction, in particular to a CM three-dimensional high-strength composite foundation settlement prediction method and system.
Background
The CM three-dimensional high-strength composite foundation technology is a novel high-strength composite foundation treatment technology which is summarized after research and analysis are carried out on the force transmission characteristic, the stress analysis, the cushion effect and the bearing capacity of the existing composite foundation at home and abroad on the basis of the research theory and practice of the existing composite foundation at home and abroad.
For the settlement test of the CM three-dimensional composite foundation, in the building construction process, workers need to arrange observation points of settlement at positions which can reflect the settlement change of the building most, arrange reference points around the building, and periodically adopt a precision level meter to observe each observation point and each reference point so as to observe the settlement change in the building construction process; the settlement data is obtained, and workers analyze the settlement uniformity based on the settlement data of each observation point and further determine the construction direction, but the data obtained by each observation is various, the workers need to spend time for analyzing and judging the settlement uniformity, and the defect of low observation efficiency of the settlement of the building exists, so that the improvement is needed.
Disclosure of Invention
In order to assist workers in analyzing and judging the uniformity of building settlement and improve the observation efficiency of the building settlement, the application provides a CM three-dimensional high-strength composite foundation settlement prediction method and system.
The above object of the present invention is achieved by the following technical solutions:
a CM three-dimensional high-strength composite foundation settlement prediction method comprises the following steps:
when receiving settlement data which are input by a construction terminal and correspond to a plurality of observation points of a certain building respectively, inputting the settlement data into a uniformity judgment model;
the uniformity judgment model calculates the corresponding average difference of the settleability based on the plurality of the settleability data;
comparing the average difference of the settlement degrees with a preset average difference threshold value to obtain a comparison result, wherein the comparison result comprises that the average difference of the settlement degrees is greater than or equal to the average difference threshold value and the average difference of the settlement degrees is less than the average difference threshold value;
and sending the comparison result to the monitoring terminal.
By adopting the technical scheme, when a detector finishes measuring the settlement data of a plurality of observation points of a certain building, the construction terminal inputs the settlement data of the corresponding observation points, and further sends the settlement data to the uniformity judgment model to calculate the average difference between the settlement data, wherein the average difference of the settlement can reflect the uniformity of the settlement of the building, namely the smaller the average difference of the settlement is, the more uniform the settlement of the building is proved, if the average difference of the settlement is greater than the average difference threshold value, the poorer the settlement uniformity of the building is proved, and the uniformity model generates a comparison result and sends the comparison result to the monitoring terminal, so that the monitoring personnel corresponding to the monitoring terminal can know the uniformity of the settlement of the building, thereby realizing the analysis and judgment of the uniformity of the settlement of the building by auxiliary workers and improving the observation efficiency of the settlement of the building.
In a preferred example of the present application, after the step of calculating the average difference in the degree of sedimentation based on the plurality of data of the degree of sedimentation by the uniformity determination model, the following steps are performed:
mapping the average difference of the settlement degrees obtained by each calculation to a preset settlement degree linear graph for reflecting the change of the average difference of the settlement degrees along with the time;
endowing the average difference of the settleability larger than or equal to the average difference threshold value with a special mark, and mapping the mark to a related coordinate in a linear diagram of the settleability;
sending the sedimentation degree linear graph to a monitoring terminal;
and when a coordinate viewing instruction from the monitoring terminal is received, sending a plurality of settlement degree data corresponding to the average difference of the settlement degrees associated with the coordinates to the monitoring terminal.
By adopting the technical scheme, the settlement linear graph reflecting the change of the average difference of the settlement along with the time is sent to the monitoring terminal, the change of the settlement uniformity of the building in the construction process can be known, the average difference of the settlement greater than or equal to the average difference threshold value is given to the mark to be mapped to the coordinate of the settlement linear graph, the monitoring personnel at the monitoring terminal can conveniently recognize the construction nodes with poor settlement, when the monitoring personnel send a coordinate viewing instruction through the monitoring terminal, a plurality of settlement data corresponding to the average difference of the settlement associated with the coordinate can be viewed, the information of the observation point with large settlement can be further known, and the monitoring personnel can conveniently know the settlement condition of the building.
In a preferred example of the present application, after the step of sending the comparison result to the monitoring terminal, the following steps are performed:
if the comparison result is that the average difference of the settleability is larger than or equal to the average difference threshold value, acquiring a plurality of settleability data corresponding to the average difference of the settleability, and calculating the average value of the settleability of the plurality of settleability data;
screening out the settlement data with the largest difference value with the average value of the settlement as the over-standard settlement data;
and sending the exceeding settlement degree data and the position information of the observation point corresponding to the exceeding settlement degree data to the monitoring terminal.
By adopting the technical scheme, the difference value calculation is carried out on the plurality of settlement degree data and the settlement degree average value, the observation point of the settlement degree data with the largest deviation settlement degree average value can be obtained, then the observation point with the largest influence on the uniformity of the settlement degree can be found, the data with the over-standard settlement degree is further sent to the monitoring terminal, the monitoring personnel can know the settlement severity of the observation point, and the monitoring personnel can monitor the observation point which needs to be taken anti-settlement measures.
In a preferred example, after the step of sending both the over-standard settlement degree data and the position information of the observation point corresponding to the over-standard settlement degree data to the monitoring terminal, the following steps are executed:
when the received overproof settlement degree data correspond to the position information of the observation point, inputting the position information into a preset observation point overproof record table;
counting the recording times of the position information of each observation point;
and sending the overproof record list and the position information with the highest record frequency to the monitoring terminal.
By adopting the technical scheme, because the times that the settlement degree of each observation point of the building exceeds the standard are recorded in the exceeding standard record table, the monitoring terminal can know the observation points with the settlement degree exceeding the standard in the construction process through the exceeding standard record table of the observation points, so that the observation points are proved to have higher settlement, monitoring personnel can arrange the construction sequence of anti-settlement measures, and the positions with higher settlement are preferably constructed.
In a preferred example, after the step of sending the exceeding settlement degree data and the position information of the observation point corresponding to the exceeding settlement degree data to the monitoring terminal, the following steps are executed: when a data sharing instruction sent by a monitoring terminal is received, acquiring the average difference of the settleability and the standard exceeding settleability of an observation point to be shared and the construction terminal participating in sharing from the data sharing instruction;
generating a confirmation request based on the average difference of the settleability to be shared and the over-standard settleability data, and sending the confirmation request to the construction terminals participating in sharing, wherein the construction terminals participating in sharing comprise construction terminals for inputting a plurality of settleability data corresponding to the average difference of the settleability to be shared;
and when receiving a confirmation message for feeding back the early warning confirmation request from the construction terminal, sending the confirmation message to the monitoring terminal.
By adopting the technical scheme, if the monitoring terminal needs to confirm the average difference of the birth river and the over-standard settlement data, the data sharing instruction is sent out, the average difference of the settlement and the over-standard settlement data are sent to the construction terminal which measures the settlement data corresponding to the average difference of the settlement, so that the accuracy of the confirmation data is requested to the measurer at the construction terminal, when the confirmation message sent by the measurer through the construction terminal is received, the measurer is proved to confirm the input settlement data, and the confirmation message is sent to the monitoring terminal, so that the measurement of the settlement data is more rigorous, and the calculated average difference of the settlement is more accurate.
In a preferred example, after the step of generating the confirmation request based on the average difference of the settlement degrees to be shared and the standard-exceeding settlement degree data and sending the confirmation request to the construction terminals participating in the sharing, the following steps are further performed: when a data modification instruction from a construction terminal is received, sending a plurality of ports for inputting the settlement data to the construction terminal, wherein each port corresponds to an observation point;
when the settlement data re-input by the construction terminal are received, sending the settlement data to the uniformity judgment model to output the average difference of the settlement;
and generating an updating message based on the output average difference of the settlement degrees and the re-input data of the settlement degrees, and sending the updating message to the monitoring terminal.
By adopting the technical scheme, when the construction terminal receives the confirmation request, if the settlement of the observation point is measured again, if the settlement data is found to have errors, the settlement data is input again through the plurality of ports of the construction terminal after being corrected, the average difference of the settlement data is recalculated, an update message is generated based on the reentered settlement data and the recalculated average difference of the settlement and sent to the monitoring terminal, the timely correction and calibration of the settlement data information between the monitoring personnel and the measuring personnel are realized, and the output of the average difference of the settlement is more accurate.
The second objective of the present invention is achieved by the following technical solutions:
a CM three-dimensional high-strength composite foundation settlement prediction system comprises:
the settlement data acquisition module is used for inputting a plurality of settlement data into the uniformity judgment model when the settlement data corresponding to a plurality of observation points of a certain building input by the construction terminal are received;
the average difference calculation module is used for calculating the corresponding average difference of the settlement degree based on the plurality of settlement degree data by the uniformity judgment model;
the average difference comparison module is used for comparing the average difference of the settlement degrees with a preset average difference threshold value to obtain a comparison result, wherein the comparison result comprises that the average difference of the settlement degrees is greater than or equal to the average difference threshold value and the average difference of the settlement degrees is less than the average difference threshold value;
and the result sending module is used for sending the comparison result to the monitoring terminal.
By adopting the technical scheme, when a detector finishes measuring the settlement data of a plurality of observation points of a certain building, the construction terminal inputs the settlement data of the corresponding observation points, and further sends the settlement data to the uniformity judgment model to calculate the average difference between the settlement data, wherein the average difference of the settlement can reflect the uniformity of the settlement of the building, namely the smaller the average difference of the settlement is, the more uniform the settlement of the building is proved, if the average difference of the settlement is greater than the average difference threshold value, the poorer the settlement uniformity of the building is proved, and the uniformity model generates a comparison result and sends the comparison result to the monitoring terminal, so that the monitoring personnel corresponding to the monitoring terminal can know the uniformity of the settlement of the building, thereby realizing the analysis and judgment of the uniformity of the settlement of the building by auxiliary workers and improving the observation efficiency of the settlement of the building.
Optionally, the method further includes:
the average difference mapping module is used for mapping the average difference of the settlement degrees obtained by each calculation to a preset settlement degree linear graph for reflecting the change of the average difference of the settlement degrees along with time;
the marking module is used for endowing the average difference of the sedimentation degree which is greater than or equal to the average difference threshold value with a special mark and mapping the mark to a coordinate associated with the sedimentation degree linear graph;
the linear graph sending module is used for sending the sedimentation degree linear graph to the monitoring terminal;
and when a coordinate viewing instruction from the monitoring terminal is received, sending a plurality of settlement degree data corresponding to the average difference of the settlement degrees associated with the coordinates to the monitoring terminal.
In summary, the present application includes at least one of the following beneficial technical effects:
1. if the average difference of the settlement degrees is larger than the average difference threshold value, the settlement uniformity of the building is proved to be poor, the uniformity model generates a comparison result and sends the comparison result to the monitoring terminal, so that monitoring personnel corresponding to the monitoring terminal can know the uniformity of the settlement of the building, the analysis and judgment of the uniformity of the settlement of the building by auxiliary workers are realized, and the observation efficiency of the settlement degree of the building is improved;
2. when a monitoring person sends a coordinate viewing instruction through the monitoring terminal, a plurality of settlement data corresponding to the average settlement difference associated with the coordinates can be viewed, and further information of an observation point with larger settlement can be obtained, so that the monitoring person can conveniently obtain the settlement condition of the building;
3. the method comprises the steps that difference value calculation is carried out on a plurality of settlement data and a settlement average value, an observation point of the settlement data with the largest deviation settlement average value can be obtained, an observation point with the largest influence on the uniformity of the settlement can be found, and the data with the over-standard settlement degree are further sent to a monitoring terminal, so that monitoring personnel can know the settlement severity of the observation point conveniently, and can monitor the observation point needing anti-settlement measures conveniently;
4. the monitoring terminal can know the observation points with the settlement degrees exceeding the standard in the construction process through the observation point exceeding standard record table, the observation points are proved to have higher settleability, the monitoring personnel can arrange the construction sequence of anti-settlement measures, and the positions with higher settleability are constructed preferentially.
Drawings
FIG. 1 is a flowchart of an implementation of an embodiment of a CM three-dimensional high-strength composite foundation settlement prediction method according to the present application;
FIG. 2 is a flowchart of another implementation of an embodiment of a CM three-dimensional high-strength composite foundation settlement prediction method according to the present application;
FIG. 3 is a flowchart illustrating another implementation of an embodiment of a CM three-dimensional high-strength composite foundation settlement prediction method according to the present application;
FIG. 4 is a flowchart illustrating another implementation of an embodiment of a CM three-dimensional high-strength composite foundation settlement prediction method according to the present application;
FIG. 5 is a flowchart of another implementation of an embodiment of a CM three-dimensional high-strength composite foundation settlement prediction method according to the present application;
fig. 6 is a schematic block diagram of a CM three-dimensional high-strength composite foundation settlement prediction system according to the present application.
Detailed Description
The present application is described in further detail below with reference to figures 1-6.
In an embodiment, as shown in fig. 1, the present application discloses a CM three-dimensional high-strength composite foundation settlement prediction method, which specifically includes the following steps:
s10: when receiving settlement data which are input by a construction terminal and correspond to a plurality of observation points of a certain building respectively, inputting the settlement data into a uniformity judgment model;
in this embodiment, the construction terminal refers to a PC terminal or an intelligent mobile terminal bound to the identity of a measurer or a measurement group responsible for measuring the settlement of each observation point of the building. The observation points are settlement observation points preset at the periphery of the building by measuring personnel, and each building is provided with two or more observation points in the construction process.
The settlement data refers to the concrete settlement obtained by measuring the settlement of an observation point by using a total station, and the unit is mm.
The uniformity judgment model is a trained operation model used for calculating the average difference of a plurality of input settlement data.
Specifically, when the settlement data of a plurality of observation points of a certain building, which are input by a measurer through a construction terminal, are received, the settlement data are input to the uniformity judgment module.
Because the number of observation points of each building is different, before a measurer inputs the settlement degree data, the measurer needs to screen building identification to be input, and further sends a plurality of ports corresponding to the number of the observation points of the building to the construction terminal, the measurer inputs the settlement degree data through the plurality of ports of the construction terminal, and after the settlement degree data are input, the settlement degree data of the plurality of ports are sent to the uniformity judgment model.
S20: the uniformity judgment model calculates the corresponding average difference of the settleability based on the plurality of the settleability data;
in this embodiment, the uniformity determination model is preset with a mean difference calculation formula: the average difference of the settleability = (∑ | x-x '|)/n, wherein x is the input settleability data, x' is the average of a plurality of settleability data, and n is the number of the input settleability data.
Specifically, after the uniformity judgment model receives a plurality of settlement data, the average difference of the settlement is calculated based on a preset average difference calculation formula.
S30: comparing the average difference of the settlement degrees with a preset average difference threshold value to obtain a comparison result, wherein the comparison result comprises that the average difference of the settlement degrees is greater than or equal to the average difference threshold value and the average difference of the settlement degrees is less than the average difference threshold value;
in this embodiment, the average difference threshold is established according to an industry standard file, and in other embodiments, the average difference threshold may be determined by a measurer by using a model test.
Specifically, after the uniformity judgment model calculates and obtains the average difference of the settlement degree, the average difference of the settlement degree is compared with a preset average difference threshold value to obtain a comparison result, wherein the comparison result comprises that the average difference of the settlement degree is greater than or equal to the average difference threshold value and the average difference of the settlement degree is less than the average difference threshold value, and if the average difference of the settlement degree is greater than or equal to the average difference threshold value, the settlement uniformity of the building is proved to be poor, and an improvement measure of the settlement uniformity is required; and if the average difference of the settlement degrees is smaller than the average difference threshold value, the uniformity of the settlement of the building is within an acceptable range, and the uniformity is not required to be improved.
S40: and sending the comparison result to the monitoring terminal.
In this embodiment, the monitoring terminal refers to a PC terminal or an intelligent mobile terminal bound to the identity of a monitoring person responsible for the building construction supervision.
Specifically, the comparison result is sent to a PC terminal or an intelligent mobile terminal bound with the identity of the monitoring personnel in a text mode.
In one embodiment, referring to fig. 2, after step S20, the following steps are performed:
s21: mapping the average difference of the settlement degrees obtained by each calculation to a preset settlement degree linear graph for reflecting the change of the average difference of the settlement degrees along with the time;
s22: endowing the average difference of the settleability larger than or equal to the average difference threshold value with a special mark, and mapping the mark to a related coordinate in a linear diagram of the settleability;
s23: sending the sedimentation degree linear graph to a monitoring terminal;
s24: and when a coordinate viewing instruction from the monitoring terminal is received, sending a plurality of settlement data corresponding to the average difference of the settlement associated with the coordinate to the monitoring terminal.
In this embodiment, the linear sedimentation degree map includes an x axis and a y axis, the x axis represents a time node at which construction is completed in each construction stage of the building, the y axis represents a measurement observation point and an average sedimentation degree difference obtained through calculation, and the special mark is used for distinguishing a coordinate where the average sedimentation degree difference smaller than an average difference threshold value on the linear sedimentation degree map is located, such as a color mark, a text mark, and the like.
Checking an instruction, for example, a monitoring person clicks a coordinate of a certain average difference of the settlement degree on the settlement degree linear graph through a monitoring terminal; and after clicking triggering, sending a plurality of settlement data corresponding to the average difference of the settlement to the monitoring terminal, and sending observation point positions corresponding to the settlement data.
Specifically, after the calculation of the average difference of the settleability is completed, corresponding coordinate points are mapped in the linear graph of the settleability according to real-time information when the calculation of the average difference of the settleability is completed and the size of the average difference of the settleability, and then all the coordinate points on the linear graph of the settleability are connected. And further sending the settlement linear graph to a monitoring terminal, wherein monitoring personnel at the monitoring terminal can know the settlement uniformity change of the building in the construction process through the settlement linear graph so as to conveniently control the settlement prevention of the monitoring personnel in the building construction.
And the monitoring personnel click the coordinates of the sedimentation degree linear graph in the monitoring terminal interface to check all the sedimentation degree data corresponding to a certain sedimentation degree average difference.
In one embodiment, referring to fig. 3, after step S40, the following steps are performed:
s41: if the comparison result is that the average difference of the settleability is larger than or equal to the average difference threshold value, acquiring a plurality of settleability data corresponding to the average difference of the settleability, and calculating the average value of the settleability of the plurality of settleability data;
s42: screening out the settlement data with the largest difference value with the average value of the settlement as the over-standard settlement data;
s43: and sending the exceeding settlement degree data and the position information of the observation point corresponding to the exceeding settlement degree data to the monitoring terminal.
In this embodiment, the settlement data having the largest difference from the average value of the settleability, i.e., the observation point that mainly affects the uniformity of the settlement at this time, needs to be focused and analyzed by the monitoring personnel.
Specifically, if the comparison result is that the average sedimentation difference is greater than or equal to the average sedimentation difference threshold, a plurality of sedimentation data corresponding to the average sedimentation difference are obtained, the average value of the plurality of sedimentation data is further calculated, difference calculation is performed on each sedimentation data and the average sedimentation value, the absolute value is obtained as the result of the difference calculation, the sedimentation data with the largest difference value with the average sedimentation value is screened out, and the sedimentation data and the position information of the corresponding observation point are sent to the monitoring terminal, so that the monitoring terminal can know the observation point which is most deviated from the average sedimentation value in the test.
In one embodiment, referring to fig. 4, after step S43, the following steps are performed:
s44: when the received overproof settlement degree data correspond to the position information of the observation point, inputting the position information into a preset observation point overproof record table;
s45: counting the recording times of the position information of each observation point;
s46: and sending the overproof record list and the position information with the highest record frequency to the monitoring terminal.
In the embodiment, the exceeding-standard recording sheet can record the condition that the settlement degree of each observation point exceeds the standard, if the number of times that the settlement degree of a certain observation point exceeds the standard is more, the settlement-preventing construction is proved to be emphasized on the foundation of the observation position, and if the settlement degree of a certain observation point exceeds the standard more frequently, the settlement-preventing construction is required to be preferentially carried out on the foundation.
Specifically, when the exceeding-standard settlement degree data are generated every time, the exceeding-standard settlement degree data are recorded uniformly, the times of the exceeding-standard settlement degree data of each observation point of each building are recorded, and time information when the settlement degree exceeds the standard and position information of the observation point when the exceeding-standard condition occurs are recorded at the same time; and sending the overproof record list and the position information of the observation point with the highest record frequency to a monitoring terminal so that monitoring personnel can analyze the condition that the settlement of the observation point exceeds the standard.
In an embodiment, referring to fig. 5, after step S43, the following steps are further performed:
s431: when a data sharing instruction sent by a monitoring terminal is received, acquiring the average difference of the settleability and the standard exceeding settleability of an observation point to be shared and the construction terminal participating in sharing from the data sharing instruction;
s432: generating a confirmation request based on the average difference of the settleability to be shared and the over-standard settleability data, and sending the confirmation request to the construction terminals participating in sharing, wherein the construction terminals participating in sharing comprise construction terminals for inputting a plurality of settleability data corresponding to the average difference of the settleability to be shared;
s433: and when receiving a confirmation message for feeding back the early warning confirmation request from the construction terminal, sending the confirmation message to the monitoring terminal.
In this embodiment, the monitoring terminal may self-define and bind one or more construction terminals, the shared instruction is an instruction which is sent by the monitoring terminal and used for sharing the average settlement difference of a certain observation point, the over-standard settlement data and the several settlement data corresponding to the average settlement difference, and the observation instruction includes position information of the observation point to be shared and time information when the several settlement data are input.
The confirmation request comprises a confirmation area which is used for being displayed on the construction terminal interface, and the measurement personnel can generate a confirmation message by clicking the confirmation area through the construction terminal interface. The confirmation message is a text message, for example, "the measurement data is error-free", and the confirmation message also includes the identity information of the measuring personnel bound with the construction terminal.
Specifically, when monitoring personnel need to carry out settlement average difference, exceeding settlement data and settlement data
In one embodiment, after step S432, the following steps are performed:
s4321: when a data modification instruction from a construction terminal is received, sending a plurality of ports for inputting the settlement data to the construction terminal, wherein each port corresponds to an observation point;
s4322: when the settlement data re-input by the construction terminal are received, sending the settlement data to the uniformity judgment model to output a settlement average difference;
s4323: and generating an updating message based on the output average difference of the settlement degrees and the newly input settlement degree data, and sending the updating message to the monitoring terminal.
In this embodiment, the data modification instruction refers to a request message sent by a measurer through a construction terminal to request for modifying the settlement data; the data modification instruction includes building identification information of the settlement data to be modified, for example, building identification numbers, and since the number and the position of the observation point corresponding to each building are different, the ports corresponding to the number and the position of the observation point can be obtained only by inputting the corresponding building identification information.
Specifically, when a data modification instruction from a construction terminal is received, acquiring identification information of a building of which the settlement degree data is to be modified from the data modification instruction; based on the position information and the number of the observation points of the building, ports with the number equal to that of the observation points are sent to the construction terminal; and further inputting newly measured settlement data into the ports by a measurer, sending a plurality of newly input settlement data to the uniformity judgment model after the input of all the ports is completed, recalculating and outputting the average difference of the settlement, and further recalculating whether the over-standard settlement data exists or not.
And if the overproof settlement degree data does not appear, generating an updating message based on the newly generated average difference of the settlement degrees and the newly input settlement degree data, and sending the updating message to the monitoring terminal.
It should be understood that, the sequence numbers of the steps in the foregoing embodiments do not imply an execution sequence, and the execution sequence of each process should be determined by functions and internal logic of the process, and should not constitute any limitation to the implementation process of the embodiments of the present application.
In an embodiment, a CM three-dimensional high-strength composite foundation settlement prediction system is provided, which corresponds to the CM three-dimensional high-strength composite foundation settlement prediction method in the above embodiments. As shown in fig. 6, the CM three-dimensional high-strength composite foundation settlement prediction system includes:
the settlement data acquisition module is used for inputting a plurality of settlement data into the uniformity judgment model when the settlement data corresponding to a plurality of observation points of a certain building input by the construction terminal are received;
the average difference calculation module is used for calculating the corresponding average difference of the settleability based on the plurality of the settleability data by the uniformity judgment model;
the average difference comparison module is used for comparing the average difference of the settlement degrees with a preset average difference threshold value to obtain a comparison result, wherein the comparison result comprises that the average difference of the settlement degrees is greater than or equal to the average difference threshold value and the average difference of the settlement degrees is less than the average difference threshold value;
and the result sending module is used for sending the comparison result to the monitoring terminal.
Optionally, the method further includes:
the average difference mapping module is used for mapping the average difference of the settlement degrees obtained by each calculation to a preset settlement degree linear graph for reflecting the change of the average difference of the settlement degrees along with time;
the marking module is used for endowing the average difference of the sedimentation degree which is greater than or equal to the average difference threshold value with a special mark and mapping the mark to a coordinate associated with the sedimentation degree linear graph;
the linear graph sending module is used for sending the sedimentation degree linear graph to the monitoring terminal;
and when a coordinate viewing instruction from the monitoring terminal is received, sending a plurality of settlement degree data corresponding to the average difference of the settlement degrees associated with the coordinates to the monitoring terminal.
Optionally, the method further includes:
the average value calculation module is used for acquiring a plurality of settlement data corresponding to the average difference of the settlement if the average difference of the settlement is greater than or equal to the average difference threshold value as a comparison result, and calculating the average value of the settlement of the plurality of settlement data;
the exceeding settlement acquiring module is used for screening out the settlement data with the largest difference value with the average value of the settlement as the exceeding settlement data;
and the position information sending module is used for sending the exceeding settlement degree data and the position information of the observation point corresponding to the exceeding settlement degree data to the monitoring terminal.
Optionally, the method further includes:
the record table module is used for inputting the position information into a preset observation point exceeding record table when the received exceeding settlement degree data corresponds to the position information of the observation point;
the frequency counting module is used for counting the recording frequency of the position information of each observation point;
and the highest-frequency position information sending module is used for sending the overproof record list and the position information with the highest record frequency to the monitoring terminal.
Optionally, the method further includes:
the sharing sending module is used for acquiring the average settlement difference and the exceeding settlement data of the observation point to be shared and the construction terminals participating in sharing from the data sharing instruction when receiving the data sharing instruction sent by the monitoring terminal;
the confirmation request module is used for generating a confirmation request based on the average difference of the settleability to be shared and the over-standard settleability data, and sending the confirmation request to the construction terminals participating in sharing, wherein the construction terminals participating in sharing comprise the construction terminals for inputting the plurality of the settleability data corresponding to the average difference of the settleability to be shared;
and the confirmation module is used for sending the confirmation message to the monitoring terminal when receiving the confirmation message which is from the construction terminal and used for feeding back the early warning confirmation request.
Optionally, the method further includes:
the system comprises a modification request module, a data modification module and a data modification module, wherein the modification request module is used for sending a plurality of ports for inputting the settlement data to a construction terminal when receiving a data modification instruction from the construction terminal, and each port corresponds to an observation point;
the modification calculation module is used for sending a plurality of settlement data to the uniformity judgment model to output a settlement average difference when the settlement data re-input by the construction terminal is received;
and the updating module is used for generating an updating message based on the output average difference of the settlement degrees and the re-input data of the settlement degrees and sending the updating message to the monitoring terminal.
For specific limitations of the CM three-dimensional high-strength composite foundation settlement prediction system, refer to the above limitations on the CM three-dimensional high-strength composite foundation settlement prediction method, which are not described herein again. All modules in the CM three-dimensional high-strength composite foundation settlement prediction system can be completely or partially realized through software, hardware and a combination thereof. The modules can be embedded in a hardware form or independent of a processor in the computer device, and can also be stored in a memory in the computer device in a software form, so that the processor can call and execute operations corresponding to the modules.
The above-mentioned embodiments are only used for illustrating the technical solutions of the present application, and not for limiting the same; 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 solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not substantially depart from the spirit and scope of the embodiments of the present application and are intended to be included within the scope of the present application.
Claims (8)
1. A CM three-dimensional high-strength composite foundation settlement prediction method is characterized by comprising the following steps: the method comprises the following steps:
when receiving settlement data which are input by a construction terminal and correspond to a plurality of observation points of a certain building respectively, inputting the settlement data into a uniformity judgment model;
the uniformity judgment model calculates the corresponding average difference of the settleability based on the plurality of the settleability data;
comparing the average difference of the settlement degrees with a preset average difference threshold value to obtain a comparison result, wherein the comparison result comprises that the average difference of the settlement degrees is greater than or equal to the average difference threshold value and the average difference of the settlement degrees is less than the average difference threshold value;
and sending the comparison result to the monitoring terminal.
2. The CM three-dimensional high-strength composite foundation settlement prediction method of claim 1, characterized in that: after the step of calculating the average difference of the settleability by the uniformity judgment model based on the plurality of the settleability data, the following steps are executed:
mapping the average difference of the settlement degrees obtained by each calculation to a preset settlement degree linear graph for reflecting the change of the average difference of the settlement degrees along with the time;
endowing the average difference of the settleability larger than or equal to the average difference threshold value with a special mark, and mapping the mark to a related coordinate in a linear diagram of the settleability;
sending the sedimentation degree linear graph to a monitoring terminal;
and when a coordinate viewing instruction from the monitoring terminal is received, sending a plurality of settlement data corresponding to the average difference of the settlement associated with the coordinate to the monitoring terminal.
3. The CM three-dimensional high-strength composite foundation settlement prediction method of claim 1, characterized in that: after the step of sending the comparison result to the monitoring terminal, the following steps are executed:
if the comparison result is that the average difference of the settleability is larger than or equal to the average difference threshold value, acquiring a plurality of settleability data corresponding to the average difference of the settleability, and calculating the average value of the settleability of the plurality of settleability data;
screening out the settlement data with the maximum difference value with the average value of the settlement as the over-standard settlement data;
and sending the exceeding settlement degree data and the position information of the observation point corresponding to the exceeding settlement degree data to the monitoring terminal.
4. The CM three-dimensional high-strength composite foundation settlement prediction method of claim 3, characterized in that: after the step of sending the standard exceeding settlement degree data and the position information of the observation point corresponding to the standard exceeding settlement degree data to the monitoring terminal, the following steps are executed:
when the received overproof settlement degree data correspond to the position information of the observation point, inputting the position information into a preset overproof recording table of the observation point;
counting the recording times of the position information of each observation point;
and sending the overproof record list and the position information with the highest recording frequency to the monitoring terminal.
5. The CM three-dimensional high-strength composite foundation settlement prediction method of claim 3, characterized in that: after the step of sending the standard exceeding settlement degree data and the position information of the observation point corresponding to the standard exceeding settlement degree data to the monitoring terminal, the following steps are executed: when a data sharing instruction sent by a monitoring terminal is received, acquiring the average difference of the settleability and the standard exceeding settleability of an observation point to be shared and the construction terminal participating in sharing from the data sharing instruction;
generating a confirmation request based on the average difference of the settleability to be shared and the over-standard settleability data, and sending the confirmation request to the construction terminals participating in sharing, wherein the construction terminals participating in sharing comprise construction terminals for inputting a plurality of settleability data corresponding to the average difference of the settleability to be shared;
and when receiving a confirmation message for feeding back the early warning confirmation request from the construction terminal, sending the confirmation message to the monitoring terminal.
6. The CM three-dimensional high-strength composite foundation settlement prediction method of claim 5, characterized in that: after the step of generating a confirmation request based on the average difference of the settlement degrees to be shared and the over-standard settlement degree data and sending the confirmation request to the construction terminals participating in sharing, the following steps are also executed: when a data modification instruction from a construction terminal is received, sending a plurality of ports for inputting the settlement data to the construction terminal, wherein each port corresponds to an observation point;
when the settlement data re-input by the construction terminal are received, sending the settlement data to the uniformity judgment model to output a settlement average difference;
and generating an updating message based on the output average difference of the settlement degrees and the re-input data of the settlement degrees, and sending the updating message to the monitoring terminal.
7. The utility model provides a CM three-dimensional high-strength composite ground subsides prediction system which characterized in that includes:
the settlement data acquisition module is used for inputting a plurality of settlement data into the uniformity judgment model when the settlement data corresponding to a plurality of observation points of a certain building, which are input by the construction terminal, are received;
the average difference calculation module is used for calculating the corresponding average difference of the settlement degree based on the plurality of settlement degree data by the uniformity judgment model;
the average difference comparison module is used for comparing the average difference of the settlement degrees with a preset average difference threshold value to obtain a comparison result, wherein the comparison result comprises that the average difference of the settlement degrees is greater than or equal to the average difference threshold value, and the average difference of the settlement degrees is smaller than the average difference threshold value;
and the result sending module is used for sending the comparison result to the monitoring terminal.
8. The CM three-dimensional high-strength composite foundation settlement prediction method of claim 7, further comprising:
the average difference mapping module is used for mapping the average difference of the settlement degrees obtained by each calculation to a preset settlement degree linear graph for reflecting the change of the average difference of the settlement degrees along with time;
the marking module is used for endowing the average difference of the sedimentation degree which is greater than or equal to the average difference threshold value with a special mark and mapping the mark to a coordinate associated with the sedimentation degree linear graph;
the linear graph sending module is used for sending the sedimentation degree linear graph to the monitoring terminal;
and when a coordinate viewing instruction from the monitoring terminal is received, sending a plurality of settlement data corresponding to the average difference of the settlement associated with the coordinate to the monitoring terminal.
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| CN202211020259.3A CN115203810A (en) | 2022-08-24 | 2022-08-24 | CM three-dimensional high-strength composite foundation settlement prediction method and system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116989742A (en) * | 2023-09-26 | 2023-11-03 | 中国建筑第六工程局有限公司 | Method and device for judging non-uniform settlement of building based on RS technology |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116989742A (en) * | 2023-09-26 | 2023-11-03 | 中国建筑第六工程局有限公司 | Method and device for judging non-uniform settlement of building based on RS technology |
| CN116989742B (en) * | 2023-09-26 | 2023-12-05 | 中国建筑第六工程局有限公司 | Method and device for judging non-uniform settlement of building based on RS technology |
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Application publication date: 20221018 |