CN115599786A - Automatic control system and method for measuring, calculating and checking for engineering measurement - Google Patents

Abstract

The application provides a survey and calculate automatic control system of check-out for engineering survey, characterized by: the data query module is used for querying data records stored in a database, and the problems of complex measurement process and long period of the traditional engineering are solved.

Description

Automatic control system and method for measuring, calculating and checking for engineering measurement

Technical Field

The invention relates to the field of engineering measurement, in particular to a system and a method for automatically controlling measurement, calculation and check of engineering measurement.

Background

The traditional engineering measurement is mainly divided into topographic survey, construction layout, quality supervision and inspection, deformation monitoring and the like, and meanwhile, the problems of low automation degree, low working efficiency, long rechecking period, influence on construction progress and the like are faced. Due to the fact that the site condition is complex, a lot of data cannot be directly solved, and in addition, the measuring and signing process is long, the construction progress is seriously influenced. Therefore, the research of the measurement and the matching calculation method suitable for different application scenes can realize the on-site direct calculation of the result, can directly carry out electronic visa on the site to guide the on-site construction, and can timely transmit the result to a rear measurement system to directly send a report, which is very important.

Disclosure of Invention

The invention provides a measuring, calculating and label checking automatic control system and method for engineering measurement, and solves the problems of complicated flow and long period of the traditional engineering measurement.

In order to solve the technical problems, the technical scheme adopted by the invention is as follows: a calculate and examine a label automated control system for engineering survey, characterized by: the data query system comprises a data input module, a data output module, a data calculation module and a data query management module group, wherein the data calculation module is used for calculating data of a server side and user terminal equipment, and the data query module is used for querying data records stored in a database.

In the preferred scheme, the server is arranged at the cloud end, the database is arranged in the server, and the data records comprise design data, construction lofting data and measurement data.

In a preferred scheme, the system input module supports the entry and reading of files with various data formats.

In a preferred scheme, the data input module is internally provided with a local coordinate system uploading function and a coordinate system conversion program.

The method comprises the steps of a process method, project design, measurement lofting data entry, and storage in a background system server after auditing;

the design coordinate values are converted into construction lofting coordinate values, and the construction lofting coordinate values are encrypted and stored to the cloud and distributed to local terminal equipment;

setting lofting precision, a threshold value and a data generation table;

carrying out data acquisition and lofting according to design data, automatically calculating and checking whether lofting data exceeds the limit or not according to the pre-set engineering precision requirement, and if the lofting data exceeds the limit, lofting again until the measured data meets the precision requirement;

auditing and rechecking the measurement and calculation results;

and the measurement data and the electronic signature transmission are automatically uploaded to a server and filed.

In the preferred scheme, the server is provided with client software, and a system user divides the function identities according to different responsibilities and enters different management pages according to different identity accounts.

The method comprises a data entry supplementary method;

when the part design data is recorded in advance, a measurement instructor and an owner are required to record the part design data respectively, and when the part design coordinate data points are too many, a plurality of coordinate points can be imported in batches in an excel form importing mode;

after the input is finished, submitting the data to a system server, after receiving the data of the two parties, firstly comparing whether the data of the two parties are consistent, and if not, feeding back the data to the two parties through the system;

if the data input by the two parties are consistent, the system automatically prompts a measurement instructor and an owner that the input data is approved and stored in a system server.

In the preferable scheme, if the data input by the two parties are consistent, the data are submitted to a technical auditor for auditing, the auditor can select manual checking, the design data can be input into the system in an excel form mode, the system is automatically matched for auditing, and the system automatically prompts a measurement instructor and an owner to input the data for auditing after the auditing.

In a preferred scheme, the method comprises a coordinate system conversion supplement method:

checking a currently selected coordinate system, changing and replacing the coordinate system according to project requirements, or uploading and applying a local coordinate system, wherein the uploaded data coordinate system is consistent with a system coordinate system;

if the coordinate system selected by the system changes, the uploaded data file needs to be deleted from the cloud end, converted into the corresponding coordinate system and then uploaded again;

the part design coordinate data is automatically converted by taking the conversion parameters in the selected coordinate system as the reference, and the part design coordinate data does not need to be repeatedly uploaded after being updated.

The preferable scheme comprises a measurement result auditing and supplementing method:

the system records and updates the lofting process to the server, and a measurement instructor and a project manager check the engineering lofting progress and the coordinates of lofting point positions in real time;

the system automatically submits the lofting data obtained by observation of the surveyor to a measurement instructor for checking, and the measurement instructor submits the lofting data to a technical auditor for checking after the lofting data is confirmed to be correct;

after receiving the coordinates to be audited, the technical auditor needs to input the point coordinates calculated by the technical auditor, if the coordinate difference value input by the technical auditor and the measurement instructor accords with the project precision, the system automatically prompts that the audit is successful, if the coordinate difference value input by the technical auditor and the measurement instructor exceeds the project precision limit difference, the system prompts that the audit is not passed, the measurement instructor end displays that the audit is failed, prompts the measurement instructor to check the point coordinates, and submits the audit again;

continuously storing the coordinates input by the technical auditor, and automatically finishing the audit by the system if the design precision is met after the measurement instructor submits the audit again;

and the communication between the two parties is clear, and if the technical auditor inputs the point coordinates incorrectly, the technical auditor inputs the point coordinates again and audits the point coordinates.

The beneficial effects of the invention are as follows: the integration of measurement, calculation and label checking can be realized, the measurement efficiency is greatly improved, the measurement supervision process is shortened, the controllable engineering measurement quality, the traceability of data and the multi-party sharing of one-time measurement are realized, and the engineering measurement personnel dare not to counterfeit and can not counterfeit, thereby realizing the purpose of the integrated quality control of the engineering measurement; the electronic visa can be directly carried out on site to guide site construction, and can be timely transmitted to a rear measurement system to directly give a report, so that the flow time is greatly saved; the automation degree is high, the construction progress can not be influenced, the manpower and financial resources can be effectively saved, and the controllability and reliability of the field construction quality can be ensured.

Drawings

The invention is further illustrated by the following figures and examples.

FIG. 1 is a schematic diagram of the system of the present invention.

FIG. 2 is a schematic process flow diagram of the present invention.

Detailed Description

Example 1:

as shown in FIG. 1, the system mainly comprises a data input module, a data output module, a data resolving module and a data query management module.

The data input module mainly realizes the functions of design data input in a conventional format, measurement lofting data format, coordinate system conversion and the like. Meanwhile, a secondary development port is arranged to meet the input requirement of special format data; the data output module mainly realizes measurement lofting data output, measurement calculation various table report output and the like; the data resolving module mainly realizes the data resolving function of the server and the user terminal equipment; the data query module mainly realizes design data query, construction lofting data query, measurement result report query and the like.

Example 2:

as shown in fig. 2:

(1) System users can be divided into system administrators, project administrators, technical auditors, measurement instructors and surveyors according to different responsibilities. The system administrator is mainly responsible for creating, editing and locking user accounts; the project manager is mainly responsible for creating projects and setting precision requirements of project design and lofting data, can check all data information of the projects at any time, including lofting records, line positions and the like, and supervises the overall quality of the projects; the technical auditor is mainly responsible for auditing the data submitted by the measurement instructor with reference to the precision requirement of the project; the measurement instructor is mainly responsible for entry of project design data, recheck of lofting data, distribution of operation to the instructor according to a plan, guidance of work such as site construction lofting and the like; and the surveyor is mainly responsible for lofting the design coordinate points according to the distributed operation and submitting lofting records.

(1) When logging in a system administrator account, entering an employee management interface, creating an employee account through a 'newly added' option, binding a mobile phone number and a mailbox, wherein the employees cannot be repeated, the default password is 123456789, and a subsequent user can apply for a modification password to the system administrator account or modify the system personal information interface; a system administrator can lock a user account, and a user cannot log in after locking.

(2) When logging in a project manager account, selecting a new project on a project management interface, and defining information such as a project name and a main responsible person. Wherein, the project name should have the identification meaning to avoid mixing the dish; the technical auditor may be the project manager himself, but cannot be empty; the measurement instructor, as the main responsible person for the measurement service, cannot be empty either; the surveyor may choose more or not make specific designation.

(3) The project manager can set corresponding design precision for different parts according to specific projects, and the design precision serves as a basis for rechecking data of a technical auditor and a measurement instructor, and defaults that the horizontal precision is +/-2 mm and the elevation precision is +/-5 mm.

(2) The system input module supports the input and reading of files with various data formats. Data entry such as project design, measurement lofting and the like is stored in a background system server after being checked, and all users of the project can perform online query and local download, so that sharing of multiple parties is realized. Project managers and measurement instructors can delete and re-enter the entered data, but users have no editing right on the data content.

(1) When the part design data is recorded in advance, a measurement instructor and an owner are required to record the part design data respectively, and when the part design coordinate data points are too many, a plurality of coordinate points can be imported in batches in an excel form importing mode; after the input is finished, submitting the data to a system server, after receiving the data of the two parties, firstly comparing whether the data of the two parties are consistent, if not, feeding back the data to the two parties through the system, namely 'data verification fails, please check the input data, and re-inputting'; if the data input by the two parties are consistent, submitting the data to a technical auditor for auditing, wherein the auditor can select manual checking, or input the design data into the system by importing an excel form mode, and the system is automatically matched for auditing; and after the audit is passed, the system automatically prompts a measurement instructor and an owner to enter data, and the data are approved and stored in a system server.

(2) The checked design data is not generally modified, and when the adjustment is required, a measurement instructor, an owner and a technical auditor need to confirm together, report the checking of a project manager, and perform corresponding modification after the checking is passed; for the design data which is uploaded but not checked, the uploading party can delete and upload again freely.

(3) The data input module is internally provided with a local coordinate system uploading function and a coordinate system conversion program, a measurement instructor can autonomously select and convert design coordinate values into construction lofting coordinate values at a system terminal according to project requirements, the construction lofting coordinate values are encrypted and stored after being subjected to three-party recheck, the measurement instructor can set manual or automatically distribute the stored construction lofting data to a measurer terminal device by a system, and the measurer has no editing permission.

(1) After logging in the system, the measurement instructor can view the currently selected coordinate system, change and replace the coordinate system according to project requirements, and upload and apply the local coordinate system.

(2) The subsequent uploaded route and CAD graphic file need to be consistent with the coordinate system used by the system, namely the data coordinate system needs to be ensured to be consistent with the system coordinate system before uploading; if the coordinate system selected by the system changes, the uploaded route and the CAD graphic file need to be deleted from the cloud, converted into the corresponding coordinate system and then uploaded again.

(3) The part design coordinate data is automatically converted by taking the conversion parameters in the selected coordinate system as the reference, and the part design coordinate data is repeatedly uploaded without being updated.

(4) After a surveyor lofts according to design data, data acquisition equipment (a total station, a satellite receiving terminal and the like) can automatically transmit lofting data to surveyor terminal equipment in a Bluetooth mode, and after a data resolving module embedded in the terminal equipment receives the data, automatically calculating and checking whether the lofting data exceeds the limit or not according to the project precision requirement set in the early stage; if the error exceeds the limit, the error exceeding limit can be automatically popped up at the terminal equipment, the character sample is requested to be observed again, and a measurer is prompted to perform sample setting again until the measured data meets the precision requirement.

(5) For a measurement environment with a communication network, after the field construction lofting process is finished, a surveyor terminal system automatically sends original observation data and a measurement table generated according to setting to a measurement instructor for rechecking, the measurement instructor submits the data to a technical auditor for auditing after rechecking is correct, and the system stores the lofting data to a server after the data is qualified for auditing. The supervision, the owner and other related responsible persons can realize on-site paperless signature confirmation through the screen electronic signature function of the terminal equipment in the on-site area, can also carry out paperless signature confirmation through the terminal equipment in the off-site area, and feeds back confirmation information to the on-site area through a communication network, so that the on-site next work can be conveniently carried out.

(1) The system can record and update the lofting process to the server, and measurement instructors, project managers and the like can check information such as project lofting progress, lofting point position coordinates and the like in real time.

(2) The system automatically submits the lofting data obtained by observation of the surveyor to a measurement instructor for checking, and the measurement instructor has no modification permission; after the error is confirmed, the measurement instructor submits the measurement instruction to a technical auditor for auditing;

(3) after receiving the coordinates to be checked, the technical auditor does not display the specific coordinates of the points according to the principle of multi-party rechecking. The technical auditor needs to input the point coordinates calculated by the technical auditor, and if the difference value of the coordinates input by the technical auditor and the measurement instructor accords with the project precision, the system can automatically prompt that the audit is successful; if the coordinate difference value of the double-input exceeds the project precision limit difference, the examination and verification can be prompted to fail, the measurement instructor end can display the examination and verification failure, and the measurement instructor is prompted to check the point coordinates and resubmit the examination and verification; and coordinates input by a technical auditor are always stored, and the system automatically finishes auditing if the design precision is met after the measurement instructor submits the auditing again. Through clear communication between the two parties, if the technical auditor inputs a mistake, the technical auditor can input the point coordinates again and conduct auditing.

(6) If the measuring environment is not provided with a communication network, after the field construction lofting process is finished, relevant responsible persons such as a supervisor, an owner and the like can carry out one-key recheck on the observation data through a data resolving module of a measuring person terminal device on the field and can also compare the observed data with the coordinates of own observation calculation, and after the observation data are correct, paperless signature confirmation is realized through the terminal device, the construction plan is promoted, and the influence of the construction measurement work approval process on the field construction progress is reduced to the minimum.

(7) After the processes of field measurement, acceptance, signature and the like are finished, the terminal equipment of a measurer automatically checks and judges the condition of the network signal, when the data transmission condition is met, the terminal equipment automatically uploads the information such as the observation data, the electronic signature and the like stored in the terminal to a background server, and the information is filed and stored after rechecking by a measurement instructor and auditing by a technical auditor, so that background data management, inquiry, measurement report printing and the like are facilitated.

(8) When the background terminal receives the filing information, the filing information is automatically stored in the server terminal according to the classification of parts by default, and users who register the project can check related information of lofting data through a system query module, such as lofting time, lofting coordinate precision, lofting progress, measurement report downloading and printing and the like, but have no editing authority.

(9) After the observation data are stored in the background server, the system can also realize that the observation data are sent to designated management personnel in various forms such as short messages and professional reports according to the importance settings of different construction lofting parts for timely supervision and checking, and progress inquiry, quality control and the like are facilitated.

The above-described embodiments are merely preferred embodiments of the present invention, and should not be construed as limiting the present invention, and the scope of the present invention is defined by the claims, and equivalents including technical features described in the claims. I.e., equivalent alterations and modifications within the scope hereof, are also intended to be within the scope of the invention.

Claims (10)

1. A calculate and examine a label automated control system for engineering survey, characterized by: the data query system comprises a data input module, a data output module, a data calculation module and a data query management module group, wherein the data calculation module is used for calculating data of a server side and user terminal equipment, and the data query module is used for querying data records stored in a database.

2. The automatic control system for measurement, calculation and label checking of engineering measurement as claimed in claim 1, wherein: the server is arranged at the cloud end, the database is arranged in the server, and the data records comprise design data, construction lofting data and measurement data.

3. The automatic control system for measurement, calculation and label checking of engineering measurement as claimed in claim 1, wherein: the system input module supports the input and reading of files with various data formats.

4. The automatic control system for measurement, calculation and label checking of engineering measurement as claimed in claim 1, wherein: the data input module is internally provided with a local coordinate system uploading function and a coordinate system conversion program.

5. The process method of the automatic control system for measuring, calculating and checking of engineering measurement as claimed in claim 1, wherein:

project design, measurement lofting data entry, and storage in a background system server after auditing;

converting the design coordinate value into a construction lofting coordinate value, encrypting and storing the construction lofting coordinate value to a cloud end and distributing the construction lofting coordinate value to local terminal equipment;

setting lofting precision, a threshold value and a data generation table;

carrying out data acquisition and lofting according to design data, automatically calculating and checking whether lofting data exceeds the limit or not according to the pre-set engineering precision requirement, and if the lofting data exceeds the limit, lofting again until the measurement data meets the precision requirement;

auditing and rechecking the measurement and calculation results;

and the measurement data and the electronic signature transmission are automatically uploaded to a server and filed.

6. The process method of the automatic control system for measuring, calculating and checking the engineering measurement as claimed in claim 5, wherein the process method comprises the following steps:

the server is provided with client software, and system users divide function identities according to different responsibilities and enter different management pages according to different identity accounts.

7. The process of the measurement, calculation and label checking automation control system for engineering measurement as claimed in claim 6, wherein:

the method comprises a data entry supplementary method;

when the part design data is input in advance, a measurement instructor and an owner need to input the part design data respectively, and when the part design coordinate data points are too many, a plurality of coordinate points can be imported in batches in an excel table importing mode;

after the input is finished, submitting the data to a system server, after receiving the data of the two parties, firstly comparing whether the data of the two parties are consistent, and if not, feeding back the data to the two parties through the system;

if the data input by the two parties are consistent, the system automatically prompts a measurement instructor and an owner that the input data is approved and stored in a system server.

8. The process of the measurement, calculation and label checking automation control system for engineering measurement as claimed in claim 7, wherein:

if the data input by the two parties are consistent, submitting the data to a technical auditor for auditing, wherein the auditor can select manual checking, or inputting the design data into the system by importing the design data into an excel form mode, the system is automatically matched for auditing, and after the auditing, the system automatically prompts a measurement instructor and an owner to input the data for auditing.

9. The process method of the automatic control system for measuring, calculating and checking of engineering measurement as claimed in claim 6, wherein: the method comprises a coordinate system conversion supplement method:

checking a currently selected coordinate system, changing and replacing the coordinate system according to project requirements, or uploading and applying a local coordinate system, wherein the uploaded data coordinate system is consistent with a system coordinate system;

if the coordinate system selected by the system changes, the uploaded data files need to be deleted from the cloud, converted to the corresponding coordinate system and then uploaded again;

the part design coordinate data is automatically converted by taking the conversion parameters in the selected coordinate system as the reference, and the part design coordinate data is not required to be updated and then repeatedly uploaded.

10. The process of the measurement, calculation and label checking automation control system for engineering measurement as claimed in claim 6, wherein: the method comprises a calculation result auditing and supplementing method:

the system records and updates the lofting process to the server, and a measurement instructor and a project manager check the engineering lofting progress and the coordinates of lofting point positions in real time;

the system automatically submits the lofting data obtained by observation of the surveyor to a measurement instructor for checking, and the measurement instructor submits the lofting data to a technical auditor for checking after the lofting data is confirmed to be correct;

after receiving the coordinates to be audited, the technical auditor needs to input the point coordinates calculated by the technical auditor, if the coordinate difference value input by the technical auditor and the measurement instructor accords with the project precision, the system automatically prompts that the audit is successful, if the coordinate difference value input by the technical auditor and the measurement instructor exceeds the project precision limit difference, the system prompts that the audit is not passed, the measurement instructor end displays that the audit is failed, prompts the measurement instructor to check the point coordinates, and submits the audit again;

continuously storing the coordinates input by the technical auditor, and automatically finishing the audit by the system if the design precision is met after the measurement instructor submits the audit again;

and the communication between the two parties is clear, and if the technical auditor inputs the point coordinates incorrectly, the technical auditor inputs the point coordinates again and audits the point coordinates.

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