An irregular concrete modeling method and readable storage medium

Abstract

The application discloses an irregular concrete modeling method and a readable storage medium, and comprises the following steps: S1, splitting horizontal layer sections, according to actual project conditions, dividing the layer elevation of the irregular concrete raft foundation, and according to the elevation, dividing the horizontal layer sections, so as to ensure that the horizontal section of a single horizontal layer section remains consistent; S2, establishing a horizontal layer section model, establishing the section of a certain horizontal layer section, and extending to the corresponding thickness horizontal layer section, completing the establishment of the structure model of the corresponding horizontal layer section, and repeating the operation of step S2 to complete the establishment of the model of all horizontal layer sections; S3, integrating the model, integrating the model of each horizontal layer section into a complete model according to the elevation sequence, so as to perform subsequent calculation and analysis; and S4, layered viewing, performing temperature calculation and analysis on the complete model obtained in step S3, and after the calculation is completed, selecting an arbitrary horizontal layer section according to requirements to perform viewing, so as to understand the analysis result of the interior of the irregular concrete.

Description

TECHNICAL FIELD

[0001] The application belongs to the technical field of concrete construction, and particularly relates to an irregular concrete modeling method and a readable storage medium. BACKGROUND

[0002] In actual engineering, the foundation of high-rise and super high-rise buildings is mass concrete raft, and due to the diversity of building functions, a certain number of elevator shafts and sump pits and other lowered plate regions are present in the mass concrete raft, resulting in irregular overall shape of the raft and large thickness in some regions. The mass concrete construction standard GB50496-2018, the Building Construction Calculation Manual published by China Building Industry Press in July 2007 and the conventional modeling analysis method cannot clearly obtain the internal calculation data of irregular large-thickness concrete, and cannot provide strong help for actual construction.

[0003] In order to better understand the internal temperature change of large-thickness irregular mass concrete, so as to facilitate subsequent reasonable and effective temperature measurement point layout and maintenance, the application provides a method for establishing a large-thickness irregular mass concrete model, which provides a model basis for understanding the temperature change of each part of the large-thickness irregular concrete raft. SUMMARY

[0004] The application aims to make up for the shortage of data in existing specifications and manuals and the roughness of conventional modeling methods, and provides an irregular concrete modeling method and a readable storage medium, which solves the problem of inaccurate temperature control of large-thickness irregular mass concrete.

[0005] In one aspect, the application achieves the above-mentioned purpose through the following technical solutions:

[0006] An irregular concrete modeling method, which comprises the following steps:

[0007] S1: Splitting horizontal sections, according to the actual project conditions, dividing the elevations of each layer of the irregular concrete raft foundation, and according to the elevations, dividing the horizontal sections to ensure that the horizontal sections of a single horizontal section remain consistent;

[0008] S2: Establishing a horizontal section model, establishing the cross section of a certain horizontal section, and extending to the corresponding thickness horizontal section, completing the establishment of the corresponding horizontal section structure model, and repeating the step S2 operation to complete the establishment of the model of all horizontal sections;

[0009] S3: Integrating the model, integrating the models of each horizontal section into a complete model according to the elevation sequence, so as to perform subsequent calculation and analysis;

[0010] S4: hierarchical view, temperature calculation analysis is performed on the complete model obtained in step S3, and after the calculation is completed, any horizontal layer is selected for viewing according to the requirements to understand the analysis results inside the irregular concrete.

[0011] According to a preferred embodiment, step S1 comprises: according to the drawings, the elevations of the external structure of the irregular mass concrete raft slab, the elevations of the internal elevator shaft sump or pit-in-pit structure are sorted out, the horizontal layers are divided layer by layer according to the elevation sequence, and it is ensured that the horizontal section of a single horizontal layer remains consistent.

[0012] According to a preferred embodiment, step S1 further comprises: when the thickness of a certain horizontal layer exceeds the high threshold value, the corresponding horizontal layer is divided into multiple.

[0013] According to a preferred embodiment, step S2 comprises: modeling layer by layer according to the horizontal layers that have been divided;

[0014] Each layer first draws the cross-sectional shape at the starting elevation position of the horizontal layer, and then extends it to the ending elevation position, that is, the structural model of the horizontal layer is established.

[0015] According to a preferred embodiment, step S3 further comprises: during the integration of the models of the horizontal layers into a complete model, it is checked whether there is repetition and omission, and after the check is correct, the model can be used for subsequent calculation and analysis.

[0016] According to a preferred embodiment, step S4 further comprises: providing data support for the on-site temperature measurement point layout and concrete curing through the analysis results inside the irregular concrete.

[0017] In another aspect, the present application also discloses:

[0018] A computer readable storage medium having a computer program stored thereon, wherein the computer program is executed by a processor to implement the foregoing irregular concrete modeling method.

[0019] The foregoing main scheme of the present application and each further selected scheme thereof can be freely combined to form multiple schemes, all of which are the schemes that can be adopted and claimed by the present application. Those skilled in the art can understand that there are multiple combinations according to the existing technology and common knowledge after understanding the scheme of the present application, all of which are the technical schemes claimed by the present application, and are not listed here.

[0020] The beneficial effects of the present application are:

[0021] Through the irregular concrete modeling method of the present application, the problem of inaccurate temperature grasping of large-thickness irregular mass concrete is solved. BRIEF DESCRIPTION OF DRAWINGS

[0022] Figure 1is a flow chart of the irregular concrete modeling method of the present application;

[0023] Figure 2 is a viewing effect schematic diagram of the irregular concrete model of different horizontal segments of the present application. DETAILED DESCRIPTION

[0024] The embodiments of the present application will be described in detail with specific reference being made to certain embodiments thereof but it is to be understood that no limitation of the present application is intended or is to be inferred. Other advantages and effi cts of the present application will become apparent to those skilled in the art upon a reading of the following specification and a study of the drawings. The following detailed description of the application is intended to be taken in connection with the accompanying drawings, of which: the same reference numerals in different drawings represent the same elements, and in which:

[0025] It should be noted that like reference numerals and letters refer to like items in the several views of the drawings, and as such definitions further elaborated upon in one view or figure need not be further defined and elaborated upon in a subsequent view or figure.

[0026] Embodiment 1

[0027] Reference Figure 1 As shown in the figure, an irregular concrete modeling method is shown, which comprises the following steps.

[0028] Step S1: split the horizontal segments, according to the actual project, divide the elevation of each layer of the irregular concrete raft foundation, and according to the elevation, divide the horizontal segments, and ensure that the horizontal section of a single horizontal segment remains consistent.

[0029] Preferably, step S1 comprises: according to the drawing, clarify the external structure elevation of the irregular mass concrete raft, the elevation of the internal elevator shaft sump or pit-in-pit structure, divide the horizontal segments layer by layer according to the elevation sequence, and ensure that the horizontal section of a single horizontal segment remains consistent.

[0030] Further, step S1 further comprises: when the thickness of a certain horizontal segment exceeds the high threshold value, the corresponding horizontal segment is divided into multiple.

[0031] Step S2: establish the horizontal segment model, establish the section of a certain horizontal segment, and extend to the corresponding thickness horizontal segment, complete the establishment of the structure model of the corresponding horizontal segment, and repeat the operation of step S2 to complete the establishment of the model of all horizontal segments.

[0032] Preferably, step S2 comprises: modeling layer by layer according to the already divided horizontal segments; draw the section shape at the starting elevation position of the current horizontal segment, and extend it to the end elevation position, that is, establish the structure model of the current horizontal segment.

[0033] Step S3: integrating the models of each horizontal layer segment into a complete model according to the elevation sequence to perform subsequent calculation and analysis.

[0034] Preferably, step S3 further comprises: checking whether there is repetition and omission during the process of integrating the models of each horizontal layer segment into a complete model, and after checking no error, the complete model can be used for subsequent calculation and analysis.

[0035] Step S4: hierarchical viewing, performing temperature calculation and analysis on the complete model obtained in step S3, and after the calculation is completed, selecting any horizontal layer segment according to the requirement to view and understand the analysis results inside the irregular concrete.

[0036] Preferably, step S4 further comprises: providing data support for the on-site temperature measuring point layout and concrete curing through the analysis results inside the irregular concrete, as shown in FIG. 5. Figure 2

[0037] Embodiment 2

[0038] On the basis of embodiment 1, the present embodiment further discloses a computer readable storage medium, which stores a computer program, and the computer program is executed by a processor to realize the irregular concrete modeling method disclosed in the foregoing embodiment 1.

[0039] In the description of the present application, it should be further explained that, unless otherwise explicitly specified and limited, the terms "arrangement", "installation", "connection", "connection" should be understood broadly, for example, it can be fixedly connected, or it can be detachably connected, or integrally connected; it can be mechanically connected, or it can be electrically connected; it can be directly connected, or it can be indirectly connected through an intermediate medium, or it can be the communication inside two elements. For ordinary skilled in the art, the specific meaning of the above terms in the present application can be understood according to the specific circumstances.

[0040] In addition, the present application points out that, in the present application, if the specific structures, connection relationships, position relationships, power source relationships, etc. are not specifically written, the structures, connection relationships, position relationships, power source relationships, etc. involved in the present application are all known by the skilled in the art on the basis of the prior art without creative labor.

[0041] ​In the description of the present invention, it should be noted that the terms "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," and "outer" and the like indicate positions or locations based on the positions shown in the accompanying drawings, or the positions or locations in which the inventive product is typically placed when in use. These terms are intended solely to facilitate the description of the present invention and to simplify the description, and are not intended to indicate or imply that the devices or components referred to must have a specific orientation, be constructed, or operate in a specific orientation. Therefore, they should not be construed as limitations on the present invention. Furthermore, the terms "first," "second," and "third," etc., are used solely to distinguish descriptions and should not be construed as indicating or implying relative importance.

[0042] Furthermore, terms such as "horizontal," "vertical," and "overhanging" do not necessarily imply that a component must be absolutely horizontal or overhanging, but rather that it can be slightly tilted. For example, "horizontal" simply means that its direction is more horizontal than "vertical," and does not mean that the structure must be completely horizontal, but rather that it can be slightly tilted.

[0043] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention should be included in the scope of protection of the present invention.

Claims

1. A method for modeling irregular concrete, characterized in that: The irregular concrete modeling method comprises the following steps: S1: Split the horizontal layer segments. According to the actual project situation, divide the elevation of each layer of the irregular concrete raft foundation, and divide the horizontal layer segments according to the elevation to ensure that the horizontal cross-section of each horizontal layer segment remains consistent; S2: Establish a horizontal segment model, establish a cross section of a horizontal segment, and expand it to the corresponding thickness horizontal segment to complete the establishment of the corresponding horizontal segment structure model. Repeat step S2 to complete the establishment of the model of all horizontal segments; Step S2 includes: modeling layer by layer according to the divided horizontal layers; For each layer, the cross-section shape is first drawn at the starting elevation of the horizontal layer segment, and then extended to the final elevation, thus establishing the structural model of the horizontal layer segment. S3: Integrate the model, integrating the models of each horizontal layer into a complete model according to the elevation order for subsequent calculation and analysis; S4: Layered viewing: perform temperature calculation and analysis on the complete model obtained in step S3. After the calculation is completed, select any horizontal layer segment to view as needed to understand the analysis results inside the irregular concrete.

2. The irregular concrete modeling method according to claim 1, wherein: Step S1 includes: clarifying the external structural elevation of the irregular large-volume concrete raft slab and the elevation of the internal elevator shaft sump or pit-in-pit structure according to the drawings, dividing the horizontal layers layer by layer according to the elevation sequence, and ensuring that the horizontal cross-section of a single horizontal layer remains consistent.

3. The irregular concrete modeling method according to claim 1, wherein: Step S1 further includes: when the thickness of a certain horizontal layer segment exceeds a high threshold, dividing the corresponding horizontal layer segment into multiple segments.

4. The irregular concrete modeling method according to claim 1, wherein: Step S3 also includes: in the process of integrating the models of each horizontal layer into a complete model, checking whether there are duplications and omissions, and after checking that there are no errors, using this model as the subsequent calculation and analysis.

5. The irregular concrete modeling method according to claim 1, wherein: Step S4 also includes: providing data support for the layout of on-site temperature measurement points and concrete curing through the analysis results inside the irregular concrete.

6. A computer-readable storage medium having a computer program stored thereon, characterized in that: When the computer program is executed by a processor, the method according to any one of claims 1 to 5 is implemented.

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