CN111882191B - Reinforcing steel bar sample turning method and system - Google Patents
Reinforcing steel bar sample turning method and system Download PDFInfo
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- CN111882191B CN111882191B CN202010703473.3A CN202010703473A CN111882191B CN 111882191 B CN111882191 B CN 111882191B CN 202010703473 A CN202010703473 A CN 202010703473A CN 111882191 B CN111882191 B CN 111882191B
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- 229910001294 Reinforcing steel Inorganic materials 0.000 title claims abstract description 58
- 238000000034 method Methods 0.000 title claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 78
- 239000010959 steel Substances 0.000 claims abstract description 78
- 238000010276 construction Methods 0.000 claims abstract description 28
- 238000005457 optimization Methods 0.000 claims abstract description 19
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- 238000013461 design Methods 0.000 claims description 21
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- 238000007639 printing Methods 0.000 claims description 3
- 238000005070 sampling Methods 0.000 claims 2
- 239000004567 concrete Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
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Abstract
The invention discloses a reinforcing steel bar sample turning method and a reinforcing steel bar sample turning system, which can be used for reinforcing steel bar sample turning in the municipal construction process, carry out reinforcing steel bar sample turning and blanking optimization and lengthening by inputting various data contents on graph paper into a system, carry out data display and summarization aiming at sample turning data and optimized lengthening data, and are convenient for project personnel to guide workers to carry out reinforcing steel bar processing and complete reinforcing steel bar data statistics. Therefore, the working efficiency of the steel bar sample turning personnel is practically improved, the cost of steel bar blanking is saved, the intelligent informatization level of the steel bar sample turning process is improved, and the cost reduction and the efficiency improvement of enterprises are realized.
Description
Technical Field
The invention relates to a reinforcing steel bar sample turning method and a reinforcing steel bar sample turning system, and belongs to the field of reinforcing steel bar sample turning in the municipal construction process.
Background
The reinforcing steel bar refers to steel for reinforced concrete and prestressed reinforced concrete, and in the field of building construction, the reinforcing steel bar is used as one of main building materials, and the control of the using amount of the reinforcing steel bar is a key point and a difficulty point for reducing construction cost and improving profit of construction units. The traditional reinforcing steel bar sample turning is carried out by a reinforcing steel bar sample turning worker with abundant experience according to a drawing, the current reinforcing steel bar sample turning software and a BIM three-dimensional reinforcing steel bar sample turning method are provided, and the following problems are existed in the current situation through the actual sample turning operation:
(1) the steel bar sample turning worker manually turns the sample, the workload is huge, the calculation rule is complicated, and errors are easy to occur;
(2) the number of experienced steel bar sample turning workers is less and less, and the traditional sample turning method has insufficient hands;
(3) the steel bar sample turning software is used for turning samples, most of the software is used for house building projects, the municipal engineering application is low, and the software is not easy to modify;
(4) the reinforcing steel bar sample turning method for three-dimensional modeling through the BIM technology carries out modeling in a three-dimensional model environment, the model aims at single engineering, the modeling cost is long, the applicability is poor, a construction material list is difficult to form, and the guiding significance to actual construction is not strong.
Therefore, research and development of a new reinforcing steel bar sample-turning method and a new reinforcing steel bar sample-turning system are urgently needed to further realize cost reduction and efficiency improvement for enterprises.
Disclosure of Invention
The technical problem to be solved by the invention is as follows: the existing reinforcing steel bar sample turning method is complex, poor in applicability, low in municipal engineering applicability and not easy to modify.
In order to solve the problems, the technical scheme of the invention is to provide a reinforcing steel bar sample turning method, which is characterized by comprising the following steps:
the method comprises the following steps that firstly, basic information is preset according to a design drawing at the initial stage of steel bar sample turning; building project names, classifying new ground walls and cast-in-place bored piles, and inputting basic information of the ground walls and the cast-in-place bored piles;
secondly, analyzing a design drawing, and inputting steel bar parameters according to prompt contents of a system; according to the selected different types of reinforcing steel bars, inputting parameters of the different types of reinforcing steel bars according to prompts to perform design information reinforcing steel bar sample copying;
thirdly, selecting parameters of the length to be fixed, the joint form and the joint staggered distance to perform construction information steel bar sample turning according to actual construction requirements of projects;
fourthly, automatically arranging and summarizing the steel bar sample turning content, generating a design material list diagram, a construction material list diagram and a field batching list according to the actual requirements of the project, and printing and exporting to guide the field feeding and construction of the project;
fifthly, after the second, third and fourth steps are repeatedly finished, a large amount of ground wall and cast-in-place pile sample-turning information is stored in the database, and the data content of the whole project ground wall or part of the ground wall is selected according to the actual construction progress of the project to form a blanking optimization scheme; selecting relevant parameters of adjusting the fixed length, lengthening or not and the waste length, clicking to calculate, and finishing the optimized data processing of the steel bar blanking by a built-in algorithm;
after the blanking optimization step is completed, selecting the length of the waste material and the option of whether to lengthen according to the actual requirements of the project, and clicking to calculate to complete the blanking lengthening data processing of the reinforcing steel bars;
and seventhly, classifying and counting reinforcing steel bar materials in the construction process of the ground wall and the cast-in-situ bored pile according to actual statistical requirements of the project to obtain statistical data of theoretical weight, total excess material weight, total weight and waste rate.
Preferably, the basic information of the ground wall in the first step comprises a ground wall number, a ground wall width, a wall thickness and a wall depth; the basic information of the cast-in-situ bored pile includes the number of the cast-in-situ bored pile, the diameter of the cast-in-situ bored pile, and the length of the cast-in-situ bored pile.
Preferably, the steel bar parameters in the second step include the number of steel bars, the length of the steel bars, the weight of the steel bars, the number of the steel bars, the grade of the steel bars, the diameter of the steel bars and the type of the steel bars.
Another technical solution of the present invention is to provide a reinforcing steel bar sample-turning system, which is characterized in that the reinforcing steel bar sample-turning method includes:
the basic information presetting module is used for newly building project names and presetting parameters according to different shapes of the ground wall;
the steel bar theoretical numerical calculation module is used for selecting the type of the steel bar to be newly built, and performing steel bar design information and construction information duplication on different steel bar parameters by a system built-in calculation method according to prompt input parameters;
the steel bar blanking optimization module is used for building a blanking optimization combination list according to user requirements, screening the part of the steel bar sample turning data with the length exceeding the fixed length, performing blanking optimization and outputting a blanking cutting mode and excess materials;
the steel bar blanking lengthening module is used for screening the lengths of the excess materials, selecting the steel bars with longer lengths, carrying out blanking lengthening on the steel bars, and outputting a lengthening method and the number of lengthened steel bars with original fixed length;
the reinforcing steel bar sample turning report and data statistics module comprises: outputting a report according to the actual requirements of a user, and displaying the reinforcing steel bar sample turning data required by project personnel from a design stage to a construction stage; and taking the project as a basic unit, selecting different blanking scheme data according to the user requirements for combination, outputting a steel bar blanking statistical value, and counting the actual construction materials.
Preferably, the reinforcing steel bar sample turning report and the report output by the data statistics module comprise a design material list report, a construction material list report and a field batching list report.
Preferably, the system is released at a WEB end after the development is completed, and the mobile end is supported to log in and check related information and export sample copying data in real time.
Compared with the prior art, the invention has the beneficial effects that:
the method can be used for reinforcing steel bar sample turning in the municipal construction process, and can be used for reinforcing steel bar sample turning, blanking optimization and lengthening by inputting various data contents on the graph paper into a system, and data display and summarization are performed aiming at the sample turning data and the optimized lengthening data, so that project personnel can conveniently guide workers to process reinforcing steel bars, and the statistics of reinforcing steel bar data is completed. Therefore, the working efficiency of the steel bar sample turning personnel is practically improved, the cost of steel bar blanking is saved, the intelligent informatization level of the steel bar sample turning process is improved, and the cost reduction and the efficiency improvement of enterprises are realized.
Drawings
Fig. 1 is a flow chart of a reinforcing steel bar sample-turning method of the invention.
FIG. 2 is a schematic view of a dosing unit on site;
fig. 3 is a schematic diagram of the blanking optimization and the blanking lengthening.
Detailed Description
In order to make the invention more comprehensible, preferred embodiments are described in detail below with reference to the accompanying drawings.
The invention finishes the method and the system for the steel bar sample turning through summarizing the steel bar sample turning experience and software development, thereby overcoming the defects of the prior art. The method specifically comprises the following steps:
basic information presetting module: and (5) building a project name and presetting parameters according to different shapes of the ground wall.
The steel bar theoretical numerical calculation module: and selecting the type of the steel bars to be newly built, and performing steel bar design information and construction information duplication on the contents such as the number of the steel bars, the length of the steel bars, the weight of the steel bars and the like by a system built-in calculation method according to prompt input parameters.
Reinforcing bar unloading optimizing module: according to the user requirements, a blanking optimization combination list is newly built, the part of the reinforcing steel bar sample turning data with the length exceeding the fixed length is screened, blanking optimization is carried out, and a blanking cutting mode and excess materials are output;
steel bar blanking extension module: and (4) screening the lengths of the excess materials in the blanking optimization step, selecting the reinforcing steel bars with longer lengths, carrying out blanking lengthening, outputting the lengthening method, lengthening the number of the reinforcing steel bars with the original length and the like.
The reinforcing steel bar sample turning report and data statistics module comprises: and outputting a design material list report, a construction material list report and a field batching list report according to the actual requirements of the user, and displaying the reinforcing steel bar sample turning data required by project personnel from the design stage to the construction stage. And taking the project as a basic unit, selecting different blanking scheme data according to the user requirements for combination, outputting a steel bar blanking statistical value, and counting the actual construction materials.
The reinforcing steel bar sample turning method is explained in detail with reference to the attached drawing 1, and comprises the following specific steps:
the first step is as follows: at the initial stage of steel bar sample turning, finishing presetting basic information according to a design drawing: the method comprises the steps of building a new project name, classifying a new ground wall and bored concrete piles, inputting ground wall numbers (bored concrete pile numbers), ground wall width numbers (pile numbers), wall thickness (pile diameter), wall depth (pile length) and other basic information.
The second step is that: analyzing a design drawing, and inputting basic information of the steel bar according to prompt contents of the system: steel bar number, steel bar grade, steel bar diameter and steel bar type; and inputting parameters of the different types of reinforcing steel bars according to the selected different types of reinforcing steel bars and prompting to copy the design information reinforcing steel bars.
The third step: and selecting parameters such as the length to be fixed, the joint form, the joint staggered distance and the like according to the actual construction requirements of the project to perform construction information steel bar sample turning.
The fourth step: and automatically arranging and summarizing the steel bar sample turning content, generating a design material list diagram, a construction material list diagram and a field batching list according to the actual requirements of the project, and supporting printing and exporting to guide the field feeding and construction of the project, as shown in figure 2.
The fifth step: after the second, third and fourth steps are repeatedly completed, a large amount of ground wall and cast-in-place pile sample turning information is stored in the database, and the data content of the whole project ground wall or part of the ground wall is selected according to the actual construction progress of the project to form a blanking optimization scheme; selecting relevant parameters such as adjusting the fixed length, lengthening or not, waste length and the like, clicking to calculate, and finishing optimized data processing of steel bar blanking by a built-in algorithm;
and a sixth step: after the blanking optimization step is completed, selecting options such as the length of the waste material and whether to lengthen according to the actual requirements of the project, and clicking to calculate to complete the data processing of the blanking lengthening of the reinforcing steel bar;
as shown in fig. 3, the specific operation methods of the blanking optimization and the blanking lengthening are shown in a table, and have guiding significance for the actual processing of the steel bars of the project.
The seventh step: according to the actual statistical requirements of the project, the reinforcing steel bar materials in the construction process of the ground wall and the cast-in-situ bored pile can be classified and counted to obtain the statistical data of theoretical weight, total excess material weight, total weight and waste material rate, and material management is convenient to perform on the project.
Eighth step: the system is released at a WEB end after the development is finished, and can support mobile terminals such as a computer, a mobile phone, an IPAD and the like to log in, check related information in real time, support the export of the sample copying data and facilitate the guidance of construction.
Claims (6)
1. A reinforcing steel bar sample turning method is characterized by comprising the following steps:
the method comprises the following steps that firstly, basic information is preset according to a design drawing at the initial stage of steel bar sample turning; building project names, classifying new ground walls and cast-in-place bored piles, and inputting basic information of the ground walls and the cast-in-place bored piles;
secondly, analyzing a design drawing, and inputting steel bar parameters according to prompt contents of a system; according to the selected different types of reinforcing steel bars, inputting parameters of the different types of reinforcing steel bars according to prompts to perform design information reinforcing steel bar sample copying;
thirdly, selecting parameters of the length to be fixed, the joint form and the joint staggered distance to perform construction information steel bar sample turning according to actual construction requirements of projects;
fourthly, automatically arranging and summarizing the steel bar sample turning content, generating a design material list diagram, a construction material list diagram and a field batching list according to the actual requirements of the project, and printing and exporting to guide the field feeding and construction of the project;
fifthly, after the second, third and fourth steps are repeatedly finished, a large amount of ground wall and cast-in-place pile sample-turning information is stored in the database, and the data content of the whole project ground wall or part of the ground wall is selected according to the actual construction progress of the project to form a blanking optimization scheme; selecting relevant parameters of adjusting the fixed length, lengthening or not and the waste length, clicking to calculate, and finishing the optimized data processing of the steel bar blanking by a built-in algorithm;
after the blanking optimization step is completed, selecting the length of the waste material and the option of whether to lengthen according to the actual requirements of the project, and clicking to calculate to complete the blanking lengthening data processing of the reinforcing steel bars;
and seventhly, classifying and counting reinforcing steel bar materials in the construction process of the ground wall and the cast-in-situ bored pile according to actual statistical requirements of the project to obtain statistical data of theoretical weight, total excess material weight, total weight and waste rate.
2. A reinforcing bar sampling method as claimed in claim 1, wherein: the basic information of the ground wall in the first step comprises a ground wall number, a ground wall width number, a wall thickness and a wall depth; the basic information of the cast-in-situ bored pile includes the number of the cast-in-situ bored pile, the diameter of the cast-in-situ bored pile, and the length of the cast-in-situ bored pile.
3. A reinforcing bar sampling method as claimed in claim 1, wherein: and the steel bar parameters in the second step comprise the number of steel bars, the length of the steel bars, the weight of the steel bars, the number of the steel bars, the grade of the steel bars, the diameter of the steel bars and the type of the steel bars.
4. A reinforcing bar doubling system, wherein the reinforcing bar doubling method according to any one of claims 1 to 3 is applied, and the reinforcing bar doubling method comprises the following steps:
the basic information presetting module is used for newly building project names and presetting parameters according to different shapes of the ground wall;
the steel bar theoretical numerical calculation module is used for selecting the type of the steel bar to be newly built, and performing steel bar design information and construction information duplication on different steel bar parameters by a system built-in calculation method according to prompt input parameters;
the steel bar blanking optimization module is used for building a blanking optimization combination list according to user requirements, screening the part of the steel bar sample turning data with the length exceeding the fixed length, performing blanking optimization and outputting a blanking cutting mode and excess materials;
the steel bar blanking lengthening module is used for screening the lengths of the excess materials, selecting the steel bars with longer lengths, carrying out blanking lengthening on the steel bars, and outputting a lengthening method and the number of lengthened steel bars with original fixed length;
the reinforcing steel bar sample turning report and data statistics module comprises: outputting a report according to the actual requirements of a user, and displaying the reinforcing steel bar sample turning data required by project personnel from a design stage to a construction stage; and taking the project as a basic unit, selecting different blanking scheme data according to the user requirements for combination, outputting a steel bar blanking statistical value, and counting the actual construction materials.
5. The rebar doubling system of claim 4, wherein: the reinforcing steel bar sample turning report and the report output by the data statistics module comprise a design material list report, a construction material list report and a field batching list report.
6. The rebar doubling system of claim 4, wherein: the system is released at a WEB end after the development is finished, and the mobile end is supported to log in and check related information and export sample copying data in real time.
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