CN111984834B - Self-checking acceptance method and system for reinforcement engineering, intelligent terminal and storage medium - Google Patents
Self-checking acceptance method and system for reinforcement engineering, intelligent terminal and storage medium Download PDFInfo
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Abstract
The application relates to a self-checking and accepting method, a system, an intelligent terminal and a storage medium for steel bar engineering, which relate to the field of steel bar checking and accepting and solve the problems of low efficiency and large error of manually checking steel bars, and comprise the following steps: receiving size data of the inspected reinforcing steel bars; determining inspection information of the steel bars; executing a computing function; and comparing the calculated final value with the setting data in the database. The application realizes the verification result of verification and the display of the steel bar structure diagram corresponding to the verification result, thereby being convenient for rapidly verifying whether the steel bar meets the construction requirement, reducing the steps of manual table lookup calculation, improving the verification efficiency, leading the steel bar verification process to be simpler and clearer and being convenient for tracing the steel bar quality problem.
Description
Technical Field
The application relates to the field of steel bar acceptance, in particular to a steel bar engineering self-inspection acceptance method, a system, an intelligent terminal and a storage medium.
Background
The reinforcing steel bar plays a very important role in the building construction, the bearing capacity of the components can be improved, the application range of the structure formed by the reinforcing steel bar and the concrete is very wide, meanwhile, in the building engineering, the quality detection of the used reinforcing steel bar and the concrete is necessary for each engineering link, before the reinforcing steel bar material enters the field, indexes such as variety, grade, specification, quantity of the reinforcing steel bar, connection mode of the stressed reinforcing steel bar, position and anchoring length of the stressed reinforcing steel bar are required to be checked, whether the reinforcing steel bar meets the requirements is determined according to drawing marks, specification requirements, finishing coefficient tables and formula calculation, the drawing rule and construction detail figures 16G 101-1-3 of the concrete structure construction diagram-plane integral expression method are formally implemented in the year of 2016 and 9 and only 16G101-1 are modified in 28 places through preliminary analysis and comparison, and certain challenges are brought to field construction and acceptance.
In practical application, before site construction, a reinforcing steel bar manager is familiar with a reinforcing steel bar construction diagram, knows the specific practice of each node in the diagram, then performs reinforcing steel bar blanking, and finally performs reinforcing steel bar binding installation, so that the manager is required to have higher familiarity to a reinforcing steel bar diagram set, and for personnel involved in reinforcing steel bar construction and acceptance, learning and understanding of a national standard diagram set have certain difficulty, and meanwhile, due to different understanding of individuals on the standard diagram set and the diagram set, certain deviation is unavoidable, so that the unnecessary contradiction manual inspection mode in the construction and acceptance process is easily influenced by human factors to cause data calculation errors, hidden danger is buried for later engineering quality, and the problems of large workload, long time consumption, inconvenience in tracing the problem source and the like exist.
Disclosure of Invention
In order to solve the defects of the traditional manual acceptance of the steel bars, the steel bar acceptance work is more efficient, intelligent and clear, and the acceptance efficiency and traceability are effectively improved, the application provides a steel bar engineering self-inspection acceptance method, a system, an intelligent terminal and a storage medium.
The first object of the present application is achieved by the following technical solutions:
the self-checking and accepting method for the steel bar engineering comprises the following steps:
a: receiving the steel bar size data, the steel bar inspection information and the steel bar inspection category sent by the detection equipment, analyzing the steel bar size data and obtaining the application range of the detected steel bar and the steel bar construction category, and skipping the corresponding data query plate;
b: executing a calculation function, and calculating a plurality of pieces of steel bar size data according to a set calculation formula to obtain a calculation final value;
c: and comparing the calculated final value with the set data in the database, and identifying and displaying the verification result and the related construction schematic diagram.
By adopting the technical scheme, the type, the application range and the size data of the detected steel bar are acquired, the corresponding type is selected, a data query page is entered, a plurality of detection types corresponding to the application range of the detected steel bar are selected, the acquired plurality of steel bar size data of the detected steel bar are calculated according to a set calculation formula, a calculation final value is obtained, the calculation final value and the set data are checked, and the check result of the check and a steel bar structure schematic diagram corresponding to the check result are displayed, so that whether the steel bar meets the construction requirement or not is conveniently and rapidly checked, the step of manual table lookup calculation is reduced, the detection efficiency is improved, the steel bar checking process is simpler and clearer, and meanwhile, the quality problem of the steel bar is convenient to trace.
Preferably, the step d includes:
b1: checking data, namely acquiring a plurality of pieces of input steel bar size data, and comparing and checking the plurality of pieces of steel bar size data with a data list in a checking category range in a database;
b2: and (3) calculating data, wherein the data accords with a data list set in the database, so as to obtain a calculation final value, and otherwise, outputting and displaying size data is insufficient to realize implementation of reminding information.
By adopting the technical scheme, the acquired multiple pieces of size data are compared with the data list in the corresponding detection range, the data list is circularly compared, when the fact that the multiple pieces of size data of the reinforcing steel bars are not in accordance with the preset data list is detected, the size data are output and displayed to realize the implementation reminding information, whether the size data of the reinforcing steel bars meet the requirements can be rapidly obtained, and when one piece of size data of the reinforcing steel bars which meet the requirements is matched, the calculation final value is calculated and output according to the data list.
Preferably, the step e includes:
c1: comparing the verification, and comparing the obtained calculation final value with the set value in the database to obtain a verification result;
c2: and the verification result shows that the construction schematic diagram corresponding to the verification result is matched, and the verification result and the construction schematic diagram are displayed through a floating window.
By adopting the technical scheme, the calculated final value is compared with the set value to obtain the verification result, and the verification result and the construction diagram are directly displayed, so that whether the reinforcing steel bar is suitable for the field to be applied or not can be conveniently and rapidly checked, and the construction diagram of the reinforcing steel bar application can be rapidly known.
Preferably, the inspection category includes a reinforcement application site, a reinforcement grade, an earthquake-resistant grade, and a concrete strength.
By adopting the technical scheme, the detection of the application part, the steel bar grade, the anti-seismic grade and the concrete strength of the steel bar is realized, and the data inspection is more comprehensive.
Preferably, the dimension data includes a reinforcement diameter d, and a column section height hc along the beam direction.
By adopting the technical scheme, the inspection of the diameter d of the steel bar and the height hc of the section of the column along the beam direction is realized, the inspection and comparison of the diameter of the steel bar of the inspected steel bar are realized, and whether the inspected steel bar meets the beam construction requirement or not is rapidly known.
The second object of the present application is achieved by the following technical solutions:
steel bar engineering self-checking accepting system, its characterized in that: comprising the following steps:
the inspection type selection module is preset with a plurality of inspection type options and is used for selecting the inspection type to which the inspected reinforcing steel bar belongs;
the steel bar size data input module is preset with a plurality of steel bar size data input boxes and is used for inputting and acquiring a plurality of pieces of steel bar size data of the detected steel bars;
the execution calculation module is preset with a calculation formula, and is used for calculating the acquired multiple-item steel bar size data according to the preset calculation formula and outputting a calculation final value;
and the final value calculation comparison module is preset with setting data, receives the final value calculation and compares the final value calculation with the setting data, and identifies and displays the corresponding verification result and the related construction schematic diagram.
By adopting the technical scheme, the type, the application range and the size data of the detected steel bar are acquired, the corresponding type is selected, a data query page is entered, a plurality of detection types corresponding to the application range of the detected steel bar are selected, the acquired plurality of steel bar size data of the detected steel bar are sequentially input, then calculation is carried out according to a set calculation formula to obtain a calculation final value, the calculation final value and the set data are checked, and the check result of the check and the steel bar structure diagram corresponding to the check result are displayed, so that whether the steel bar meets the construction requirement or not is conveniently and rapidly detected, the step of manual table lookup calculation is reduced, the detection efficiency is improved, the steel bar checking process is simpler and clearer, and meanwhile, the quality problem of the steel bar is convenient to trace.
The application further provides an intelligent terminal, which adopts the following technical scheme:
an intelligent terminal comprising a memory, a processor, and a computer program stored in the memory and executable on the processor, characterized in that: and the processor realizes the step of the self-checking and accepting method of the reinforcement engineering when executing the computer program.
The fourth object of the present application is to provide a computer readable storage medium, which adopts the following technical scheme:
a computer-readable storage medium storing a computer program, characterized in that: the computer program, when executed by the processor, realizes the steps of the self-checking and accepting method for the reinforcement engineering.
In summary, the present application includes at least one of the following beneficial technical effects:
1. the method has the advantages that the quick calculation and verification of the steel bar size data is realized, and the verification structure and the steel bar structure schematic diagram are displayed in real time, so that whether the steel bars meet the construction requirements or not can be conveniently and quickly checked, the extremely convenient and accurate data are provided for field personnel in the process of checking the steel bar installation, the complexity of checking a chart set is avoided, the verification efficiency is improved, the steel bar verification process is simpler and clearer, the influence of artificial subjective factors is eliminated, and the problem of tracing the steel bar quality is conveniently solved;
2. the method can display a reinforcing steel bar construction schematic diagram and a live-action photo, and further enlarge the entity effect in the processes of reinforcing steel bar installation, inspection, acceptance and the like.
Drawings
Fig. 1 is a flowchart of a self-checking and accepting method for reinforcement engineering according to a first embodiment of the present application;
fig. 2 is a flowchart showing the implementation of step d in the self-checking and accepting method for reinforcement engineering according to the embodiment of the application;
fig. 3 is a flowchart illustrating an implementation of step e in a self-checking and accepting method for reinforcement engineering according to an embodiment of the present application;
fig. 4 is a schematic block diagram of a self-checking and accepting system for reinforcement engineering in a second embodiment of the present application;
fig. 5 is a schematic block diagram of an execution calculation module in the self-checking and accepting system for reinforcement engineering in the second embodiment of the application;
fig. 6 is a schematic block diagram of a calculation final value comparison module in the self-checking and accepting system for reinforcement engineering according to the second embodiment of the present application.
Detailed Description
For the purpose of making the objects, technical solutions and advantages of the embodiments of the present application more apparent, the technical solutions of the embodiments of the present application will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present application, and it is apparent that the described embodiments are some embodiments of the present application, but not all embodiments of the present application. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application.
In addition, the term "and/or" herein is merely an association relationship describing an association object, and means that three relationships may exist, for example, a and/or B may mean: a exists alone, A and B exist together, and B exists alone. In this context, unless otherwise specified, the term "/" generally indicates that the associated object is an "or" relationship.
Example 1
Referring to fig. 1, one of the objects of the present application is to provide a self-checking and accepting method for reinforcement engineering, comprising the following steps:
a: measuring the size data of the detected steel bars, preliminarily planning the application range of the detected steel bars, determining the category of the steel bar structure of the current verification, selecting the corresponding steel bar structure category in a steel bar category column, and entering a data query page;
specifically, after the steel bar enters a field, a steel bar application drawing is acquired, field management staff compares whether a purchase order is consistent with the contrast of the steel bar entering the field, after the hardness condition and the corrosion condition are checked, the diameter of the steel bar is measured through measuring equipment, the acquired steel bar dimension data, the structural part to be applied by the checked steel bar and the corresponding category information are imported, and the steel bar category comprises independent foundation steel bar arrangement, strip foundation steel bar arrangement, raft foundation steel bar arrangement, beam steel bar arrangement, column steel bar arrangement, shear wall steel bar arrangement, plate steel bar arrangement and plate stair steel bar arrangement, and after the applied part of the checked steel bar is determined, the corresponding steel bar arrangement checking page is entered.
Determining inspection information of the steel bars, selecting a plurality of inspection categories corresponding to the steel bars to be inspected at present, wherein the inspection categories comprise a steel bar application part, a steel bar grade, an anti-seismic grade and concrete strength, the steel bar application part comprises an end support and a middle support, and the steel bar grade comprises a first grade, a second grade and a third grade. The application position, the steel bar grade, the earthquake-resistant grade and the concrete strength of the detected steel bar are limited, so that the data inspection is more accurate and comprehensive.
Inputting a plurality of pieces of steel bar size data of the detected steel bars in a corresponding data frame, wherein the size data comprise a steel bar diameter d and a height hc of a column section along the beam direction, the steel bar diameter d comprises a steel bar diameter at the upper part of the beam, a steel bar diameter at the lower part of the beam and a steel bar diameter of a support, and the size data also comprise a support protection layer thickness, so that the plurality of pieces of size data of the detected steel bars can be conveniently detected, and the environmental factors applied to the detection are pre-detected, so that whether the steel bars meet construction requirements or not can be rapidly detected;
b: performing a computing function, the computing function including verifying data and data computation, referring to fig. 2, the computing function including the steps of:
b1: checking data, namely acquiring a plurality of pieces of input steel bar size data, and comparing and checking the plurality of pieces of steel bar size data with a data list in a checking category range in a database;
b1: and (3) calculating data, namely calculating to obtain a calculation final value when the data is in accordance with a set data list in the database, otherwise, outputting and displaying size data which is insufficient for realizing implementation of reminding information, and setting a calculation program in software in advance, wherein the KL longitudinal reinforcement anchoring (table 1), KL longitudinal reinforcement lapping (table 2), KL side gluten and lacing wire structure (table 3) and hooping encryption (table 4) at a KL support are taken as examples of KL reinforcement structures, and are determined by factors in the following 4 tables.
Table 1 KL longitudinal rebar anchoring
Table 2 KL longitudinal rebar lap joint
Table 3 KL side gluten and lacing wire structure
TABLE 4 KL stirrup encryption at support
Specifically, the acquired pieces of size data are compared with the corresponding data list in the checking range, the data list is circularly compared, when the pieces of size data of the reinforcing steel bars are checked to be inconsistent with the preset data list, the size data are output and displayed to realize the implementation of reminding information, whether the size data of the reinforcing steel bars meet the requirements can be quickly known, and when one piece of size data of the reinforcing steel bars which meet the requirements is matched, the calculation final value is calculated and output according to the data list.
c: comparing the calculated final value with the set data in the database, identifying and displaying the verification result and the related construction diagram, referring to fig. 3, the comparing the calculated final value includes the following steps:
c1: comparing the verification, and comparing the obtained calculation final value with the set value in the database to obtain a verification result;
c2: the verification result is displayed, a construction schematic diagram corresponding to the verification result is matched, the verification result and the construction schematic diagram are displayed through the floating window, the verification result comprises good steel appearance, the nameplate is complete and effective, the size specification data meets the requirements, the construction schematic diagram is a CAD construction large-scale pattern of the steel bar applied to the corresponding part, and therefore whether the steel bar is suitable for the field to be applied or not can be conveniently and rapidly detected, and the construction schematic diagram of the steel bar application can be rapidly known.
Example two
The steel bar engineering self-checking and accepting system, referring to fig. 4, includes:
the inspection type selection module is preset with a plurality of inspection type options and is used for selecting the inspection type to which the inspected reinforcing steel bar belongs;
the steel bar size data input module is preset with a plurality of steel bar size data input boxes and is used for inputting and acquiring a plurality of pieces of steel bar size data of the detected steel bars;
an execution computation module, referring to fig. 5, the execution computation module including a verification data module and a data computation module;
the test data module is pre-provided with a plurality of data lists corresponding to the test type selection module and is used for acquiring a plurality of pieces of steel bar size data output by the steel bar size data input module and comparing and testing the data lists with the data lists in the corresponding test range;
and the data calculation module is used for calculating according to a calculation formula of the data list to obtain a calculation final value when the size data of the plurality of reinforcing steel bars are checked to be in conformity with one of the data lists, and outputting and displaying the size data which are insufficient for realizing the implementation of the reminding information when the size data of the plurality of reinforcing steel bars are checked to be in conformity with the preset data list in turn through the cyclic check.
And the final value calculation comparison module is preset with setting data, receives the final value calculation and compares the final value calculation with the setting data, and identifies and displays the corresponding verification result and the related construction schematic diagram.
Referring to fig. 6, the calculation final value comparison module includes a comparison verification module and a verification result display module.
The comparison verification module is preset with setting data, compares the acquired calculation final value with the setting data for verification, and outputs a verification result;
and the verification result display module is internally preset with a plurality of construction diagrams, and the construction diagrams corresponding to and matched with the obtained verification result are displayed through a floating window.
Obtaining the category, application range and size data of the detected steel bar, selecting the corresponding category, entering a data query page, selecting a plurality of detection categories corresponding to the application range of the detected steel bar, sequentially inputting the plurality of pieces of the size data of the detected steel bar, performing calculation according to a set calculation formula to obtain a calculation final value, checking the calculation final value and the set data, and displaying a checking result and a steel bar structure diagram corresponding to the checking result, thereby facilitating the rapid detection of whether the steel bar meets construction requirements, reducing the steps of manual table lookup calculation, improving the detection efficiency, enabling the steel bar checking process to be simpler and clearer, and facilitating the tracing of steel bar quality problems.
The implementation principle of the self-checking and accepting method, the system, the intelligent terminal and the storage medium for the reinforcement engineering in the embodiment of the application is as follows:
example III
An intelligent terminal comprising a memory, a processor, and a computer program stored in the memory and executable on the processor, characterized in that: and the processor executes the computer program to realize the self-checking and accepting method of the reinforcement engineering.
Example IV
A computer readable storage medium storing a computer program, characterized in that: the computer program when executed by the processor realizes the steps of the self-checking and accepting method for the reinforcement engineering.
Claims (6)
1. The self-checking and accepting method for the steel bar engineering is characterized by comprising the following steps:
a: receiving the steel bar size data, the steel bar inspection information and the steel bar inspection category sent by the detection equipment, analyzing the steel bar size data and obtaining the application range of the detected steel bar and the steel bar construction category, and skipping the corresponding data query plate;
b: executing a calculation function, and calculating a plurality of pieces of steel bar size data according to a set calculation formula to obtain a calculation final value, wherein the step b comprises the following steps: b1: checking data, namely acquiring a plurality of pieces of input steel bar size data, and comparing and checking the plurality of pieces of steel bar size data with a data list in a checking category range in a database;
b2: the data calculation is carried out, if the data calculation accords with a data list set in the database, a calculation final value is obtained by calculation, otherwise, the output and display of the size data is insufficient to realize the implementation of reminding information;
c: comparing the calculated final value with the set data in the database, and identifying and displaying the verification result and the related construction diagram, wherein the step c comprises the following steps: c1: comparing the verification, and comparing the obtained calculation final value with the set value in the database to obtain a verification result;
c2: and the verification result shows that the construction schematic diagram corresponding to the verification result is matched, and the verification result and the construction schematic diagram are displayed through a floating window.
2. The method of claim 1, wherein the inspection categories include reinforcement application site, reinforcement grade, earthquake-resistant grade, and concrete strength.
3. The method of claim 1, wherein the dimensional data includes a reinforcement diameter d, and a column section height hc in a beam direction.
4. Steel bar engineering self-checking accepting system, its characterized in that: comprising the following steps:
the inspection type selection module is preset with a plurality of inspection type options and is used for selecting the inspection type to which the inspected reinforcing steel bar belongs;
the steel bar size data input module is preset with a plurality of steel bar size data input boxes and is used for inputting and acquiring a plurality of pieces of steel bar size data of the detected steel bars;
the execution calculation module is preset with a calculation formula, and is used for calculating the acquired multiple pieces of steel bar size data according to the preset calculation formula and outputting a calculation final value, and the execution calculation module comprises:
the test data module is pre-provided with a plurality of data lists corresponding to the test type selection module and is used for acquiring a plurality of pieces of steel bar size data output by the steel bar size data input module and comparing and testing the data lists with the data lists in the corresponding test range;
the data calculation module is used for calculating according to a calculation formula of the data list to obtain a calculation final value when the size data of the plurality of reinforcing steel bars are checked to be in accordance with one of the data lists, and outputting and displaying the size data which are insufficient for implementing the reminding information when the size data of the plurality of reinforcing steel bars are checked to be in accordance with the preset data list in turn and the cycle check is performed;
the final value calculation comparison module is preset with setting data, receives the final value calculation and compares the final value calculation with the setting data, and identifies and displays a corresponding verification result and a related construction diagram, and comprises:
the comparison verification module is preset with setting data, compares the acquired calculation final value with the setting data for verification, and outputs a verification result;
and the verification result display module is internally preset with a plurality of construction diagrams, and the construction diagrams corresponding to and matched with the obtained verification result are displayed through a floating window.
5. An intelligent terminal comprising a memory, a processor, and a computer program stored in the memory and executable on the processor, characterized in that: the steps of the self-checking and accepting method for reinforcement engineering according to any one of claims 1 to 3 are realized when the processor executes the computer program.
6. A computer-readable storage medium storing a computer program, characterized in that: the computer program when executed by a processor performs the steps of the self-inspection and acceptance method for reinforcement works according to any one of claims 1 to 3.
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| US20100169361A1 (en) * | 2008-12-31 | 2010-07-01 | Ebay Inc. | Methods and apparatus for generating a data dictionary |
| CN203443517U (en) * | 2013-08-20 | 2014-02-19 | 国家电网公司 | Reinforced bar acceptance calculation rule |
| CN104266560A (en) * | 2014-09-02 | 2015-01-07 | 天津市建筑科学研究院有限公司 | Method and device for detecting automatically-collected dimensional deviation data of steel bars for concrete reinforcement |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20100169361A1 (en) * | 2008-12-31 | 2010-07-01 | Ebay Inc. | Methods and apparatus for generating a data dictionary |
| CN203443517U (en) * | 2013-08-20 | 2014-02-19 | 国家电网公司 | Reinforced bar acceptance calculation rule |
| CN104266560A (en) * | 2014-09-02 | 2015-01-07 | 天津市建筑科学研究院有限公司 | Method and device for detecting automatically-collected dimensional deviation data of steel bars for concrete reinforcement |
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