CN112035906B - Diversified slag flushing ditch inlet electric calculation combined modeling refinement adjustment method - Google Patents
Diversified slag flushing ditch inlet electric calculation combined modeling refinement adjustment method Download PDFInfo
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- 239000002893 slag Substances 0.000 title claims abstract description 138
- 238000011010 flushing procedure Methods 0.000 title claims abstract description 94
- 238000004364 calculation method Methods 0.000 title claims abstract description 47
- 238000000034 method Methods 0.000 title claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 79
- 239000010959 steel Substances 0.000 claims abstract description 79
- 238000009826 distribution Methods 0.000 claims abstract description 22
- 238000013461 design Methods 0.000 claims abstract description 20
- 238000009749 continuous casting Methods 0.000 claims description 20
- 238000007670 refining Methods 0.000 claims description 4
- 238000010586 diagram Methods 0.000 description 24
- 238000004873 anchoring Methods 0.000 description 11
- 238000010276 construction Methods 0.000 description 8
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- 238000004590 computer program Methods 0.000 description 7
- 230000008859 change Effects 0.000 description 4
- 238000011161 development Methods 0.000 description 4
- 238000012545 processing Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000003860 storage Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 238000001816 cooling Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
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- 101150098638 RNASE1 gene Proteins 0.000 description 1
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- G06F—ELECTRIC DIGITAL DATA PROCESSING
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- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
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Abstract
The invention provides a diversified slag flushing ditch inlet electric calculation combined modeling refinement adjustment method, which comprises the following steps: dividing and defining the primitives of the inlet section of the diversified slag flushing ditch; fine adjustment is carried out on the stressed steel bars at the middle and bottom parts of the primitives at the inlet section of the diversified slag flushing ditch; according to the section structure form of the design drawing, each component on the inlet section graphic element of the diversified slag flushing ditch is respectively adjusted; and carrying out fine combination adjustment on the top stress steel bars of the slopes, the top stress steel bars of all the components and the distribution bars on the inner sides of the foundations in the multiple slag flushing ditch inlet section graphic elements. According to the invention, through distinguishing the primitives of the inlet section of the diversified slag flushing channel, and carrying out fine adjustment combined modeling on each component on the primitives of the inlet section of the diversified slag flushing channel after setting and adjusting the bottom stress steel bars in the primitives of the inlet section of the diversified slag flushing channel, the arrangement and adjustment of the top steel bars are respectively carried out according to different components, so that the combined modeling of the electric primitives of a plurality of overlapped module shapes is completed.
Description
Technical Field
The invention relates to the technical field of underground civil engineering, in particular to an electric calculation combined modeling fine adjustment method for inlets of a diversified slag flushing ditch.
Background
In the present stage, no investment estimation, approximation, budget and settlement are closely related to the 'engineering quantity', no engineering cost exists separately from the 'engineering quantity', and therefore, great importance is paid to basic calculation quantity work extremely important in engineering cost management for determining and controlling the engineering cost. Under the age background of the strong development of BIM technology application, the fusion of traditional engineering cost and BIM technology is a trend, and is also a necessary condition for making engineering refinement calculation. Various BIM modeling calculation software in the current market is in a state of hundreds of flowers and rings, and is mainly developed and optimized for house construction engineering. In addition, the BIM modeling calculation software of the current metallurgical industry engineering, municipal engineering and the like is insufficient in development of the functions of the BIM modeling software of the professional engineering and cannot meet the actual use requirements of engineering participants due to the fact that software technology development problems or software engineers do not know relevant professional engineering specifications and rules deeply and the like. In order to solve the problems, the purpose of refining calculation is achieved by combining the functions of existing software with a professional atlas, drawing specifications and a flexible collusion combined modeling method, and the market use requirement is met.
The basic body structure of the rectangular slab continuous casting equipment foundation inlet section equipment is extremely complex, a plurality of module bodies are overlapped to form the rectangular slab continuous casting equipment foundation inlet section equipment foundation body structure, the electric calculation modeling of the concrete structure volume faces a great challenge, and the electric calculation mode default specification of the steel bar electric calculation software is only aimed at the raft structure form of civil buildings. The design and specification requirements of the inlet section of the basic slag flushing ditch of the rectangular slab continuous casting equipment in the complex multi-component structure form can not be met. The rectangular slab continuous casting equipment foundation entrance section equipment foundation can only finish the calculation of the engineering quantity in a complicated manual calculation mode, the lower calculation mode brings great difficulty to the construction cost budgeting personnel, the working progress is greatly influenced, meanwhile, calculation is easy to miss or repeat, unnecessary engineering quantity and material loss are caused to the engineering, inconvenience is brought to the follow-up pre-settlement work, and the complicated manual calculation mode can not meet the requirements of building markets and fine management.
Disclosure of Invention
In view of the above, the invention provides a diversified slag runner inlet electric calculation combined modeling refinement adjustment method, which aims to solve the problem that the engineering calculation is difficult and inaccurate due to the fact that the basic body structure of the conventional rectangular slab continuous casting equipment basic diversified slag runner inlet is extremely complex and a plurality of module bodies are overlapped.
The invention provides a diversified slag flushing ditch inlet electric calculation combined modeling refinement adjustment method, which comprises the following steps: dividing and defining a diversified slag flushing ditch inlet section graphic element in a basic graphic element of rectangular slab continuous casting equipment; fine adjustment is carried out on the stressed steel bars at the bottom of the picture elements at the inlet section of the diversified slag flushing ditch; according to the section structure form of the design drawing, each component on the inlet section graphic element of the diversified slag flushing ditch is respectively adjusted; and carrying out fine combination adjustment on the top stress steel bars of the slopes, the top stress steel bars of all the components and the distribution bars on the inner sides of the foundations in the diversified slag flushing ditch inlet section graphic elements.
Further, the method for finely adjusting the electric calculation combination modeling of the inlet of the diversified slag flushing channel divides and defines the inlet section primitive of the diversified slag flushing channel in the basic primitive of the rectangular slab continuous casting equipment, and specifically comprises the following steps: drawing the primitive of the entrance section of the diversified slag flushing ditch and editing the primitive; drawing the primitive at the entrance of the diversified slag flushing channel at one side of the primitive at the entrance section of the diversified slag flushing channel, and editing the primitive.
Further, the method for finely adjusting the bottom stress steel bar in the primitive of the inlet section of the diversified slag runner by adopting the electric calculation combination modeling specifically comprises the following steps: adjusting the bottom elevation of the slope structure and the top elevation of the slope structure in the primitives of the inlet section of the diversified slag flushing ditch to set; and arranging and adjusting the bottom stress steel bars in the multiple slag flushing ditch inlet section graphic elements.
Further, according to the diversified slag flushing ditch inlet electric calculation combined modeling refined adjustment method, the transverse bottom stress steel bars arranged on the diversified slag flushing ditch inlet section graphical elements penetrate through the graphical elements at the diversified slag flushing ditch inlet.
Further, the method for finely adjusting the electric calculation combination modeling of the inlet of the diversified slag flushing channel comprises the following steps of before drawing the inlet section graphic element of the diversified slag flushing channel when dividing and defining the inlet section graphic element of the diversified slag flushing channel in the basic graphic element of the rectangular slab continuous casting equipment: defining and dividing the graphic elements to be finely adjusted in the rectangular slab continuous casting equipment foundation so as to distinguish the graphic elements of the inlet sections of the diversified slag flushing grooves.
Further, the method for electrically modeling and finely adjusting the inlet of the diversified slag flushing channel comprises the steps of respectively adjusting each component on the primitives of the inlet section of the diversified slag flushing channel, and specifically comprises the following steps: modifying the thickness of the primitive of the inlet section of the diversified slag flushing channel, and adjusting the top slope of the primitive of the inlet section of the diversified slag flushing channel; and respectively creating, drawing and editing and adjusting bottom slopes on different components of the inlet of the diversified slag flushing channel according to the section structural form of the design drawing so as to enable the bottoms of the components to be overlapped with the bottoms of the primitives of the inlet section of the diversified slag flushing channel.
Further, the method for performing the refined combination adjustment of the electric calculation combination modeling on the entrance of the diversified slag flushing channel, wherein the method for performing the refined combination adjustment on the top stress steel bars of the slope, the top stress steel bars of each component and the inner side distribution steel bars of the foundation in the primitives of the entrance section of the diversified slag flushing channel specifically comprises the following steps: arranging stressed steel bars at the top of a slope in the graphic elements of the entrance section of the diversified slag flushing ditch; respectively arranging top stress steel bars for corresponding graphic elements of each component of the inlet of the diversified slag flushing ditch; newly building a foundation inner side distribution rib member and editing the attribute of the foundation inner side distribution rib member; and drawing a basic inner side distribution rib primitive at the periphery of each component corresponding to the primitive at the inlet of the diversified slag flushing ditch.
Further, the method for the electric calculation combined modeling fine adjustment of the diversified slag flushing ditch inlets utilizes wall modules to build foundation inner side distributing rib members.
Further, the method for modeling and fine adjustment of the diversified slag flushing ditch inlet electric calculation combination further comprises the following steps: and summarizing and calculating bottom stress steel bars in the diversified slag runner inlet section graphic elements, top stress steel bars and/or inner side distribution steel bars of a foundation in the diversified slag runner inlet section graphic elements, and locking the steel bars subjected to summarizing and calculating.
Further, in the method for modeling and fine adjustment of the diversified slag flushing ditch inlet electric calculation combination, all the steps are carried out in a BIM model.
The modeling method is innovated by combining the continuous exploration test thinking and the software calculation mode and applying the existing functions of the software, and sets and adjusts the bottom stress steel bars in the multiple slag runner inlet section primitives, then carries out the fine adjustment combined modeling on each component on the multiple slag runner inlet section primitives, so that the subsequent arrangement and adjustment of the top steel bars are carried out according to different components, the combined modeling of the electric control primitives of a plurality of overlapped module shapes in the multiple slag runner inlet is completed, the manual calculation mode is thoroughly subverted, the engineering quantity calculation period is shortened, the electric calculation quality and accuracy are improved, the engineering quantity and material loss are avoided, a firm foundation is laid for the work of the quantity in the later stage of progress report, meanwhile, modeling thought is provided for the development of the software, and BIM technical support basis is provided for the construction fine management.
Drawings
Various other advantages and benefits will become apparent to those of ordinary skill in the art upon reading the following detailed description of the preferred embodiments. The drawings are only for purposes of illustrating the preferred embodiments and are not to be construed as limiting the invention. Also, like reference numerals are used to designate like parts throughout the figures. In the drawings:
FIG. 1 is a flow chart of a method for modeling and refining adjustment of a diversified slag flushing ditch inlet electric calculation combination provided by an embodiment of the invention;
fig. 2 is a schematic structural view of a rectangular slab continuous casting equipment foundation according to an embodiment of the present invention;
FIG. 3 is a schematic diagram of a multi-component slag runner entry segment primitive provided in an embodiment of the present invention;
FIG. 4 is a graphical element attribute editing diagram of a diversified slag runner entry segment provided by an embodiment of the present invention;
FIG. 5 is a schematic diagram of a graphical element at the entrance of a diversified slag flushing channel provided by an embodiment of the present invention;
FIG. 6 is a graphical element attribute editing diagram at the entrance of a diversified slag flushing ditch provided by an embodiment of the invention;
FIG. 7 is a graphical element attribute editing diagram at the entrance of a diversified slag flushing ditch provided by an embodiment of the invention;
fig. 8 is a diagram of a bottom foundation stressed steel bar according to an embodiment of the present invention, which is self-anchored and bent to the top of the foundation along with the slope change of the section;
fig. 9 is a diagram of a self-anchoring length of a foundation stressed steel bar at the bottom of a connection part of a graphic element according to an embodiment of the present invention;
FIG. 10 is a diagram of a second attribute editing of a primitive of an entry segment of a multi-component slag runner provided by an embodiment of the present invention;
FIG. 11 is a schematic diagram of a multi-stage slag runner entry segment primitive top ramp configuration provided by an embodiment of the present invention;
FIG. 12 is a diagram of attribute editing of primitive-1 on FB-3 provided by an embodiment of the present invention;
FIG. 13 is a diagram of attribute editing of primitive-2 on FB-3 provided by an embodiment of the present invention;
FIG. 14 is a diagram of primitive-1 on FB-3 provided in an embodiment of the present invention;
FIG. 15 is a schematic diagram of the overlapping of primitive-1 on FB-3 and the bottom ramp of FB-3 according to an embodiment of the present invention;
FIG. 16 is a diagram of primitive-2 on FB-3 provided in an embodiment of the present invention;
FIG. 17 is a schematic diagram of the overlapping of primitive-2 on FB-3 and the bottom ramp of FB-3 according to an embodiment of the present invention;
FIG. 18 is a cross-sectional anchoring view of a stressed reinforcing bar at the top of a FB-3 ramp provided by an embodiment of the present invention;
FIG. 19 is a diagram of a top stressed rebar on a primitive-1 on FB-3 according to an embodiment of the present invention;
FIG. 20 is a diagram of a top stressed rebar on a primitive-2 on FB-3 according to an embodiment of the present invention;
FIG. 21 is a diagram of the inside distribution bars of the foundation on FB-3 according to an embodiment of the present invention.
Detailed Description
Exemplary embodiments of the present disclosure will be described in more detail below with reference to the accompanying drawings. While exemplary embodiments of the present disclosure are shown in the drawings, it should be understood that the present disclosure may be embodied in various forms and should not be limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and will fully convey the scope of the disclosure to those skilled in the art. It should be noted that, without conflict, the embodiments of the present invention and features of the embodiments may be combined with each other. The invention will be described in detail below with reference to the drawings in connection with embodiments.
Referring to fig. 1, a flow chart of a method for modeling and fine adjustment of a diversified slag runner inlet electric calculation combination provided by an embodiment of the invention is shown. As shown, the adjustment method includes the steps of:
and a dividing step S1, namely dividing and defining the inlet section primitives of the diversified slag flushing grooves in the basic primitives of the rectangular slab continuous casting equipment.
Specifically, BIM software is utilized to establish, draw and edit the primitives of the entrance section of the diversified slag flushing ditch.
And step S2, carrying out fine adjustment on the stressed steel bars at the bottom of the picture elements at the inlet section of the diversified slag flushing channel.
Specifically, according to the design drawing, the bottom stress steel bar is adjusted, and the anchoring length and the setting of the anchoring length are carried out.
And a graphic element adjusting step S3, wherein each component on the graphic element of the inlet section of the diversified slag flushing ditch is respectively adjusted according to the section structure form of the design drawing.
Specifically, according to the section structure form of the design drawing, each component in the inlet section primitive of the diversified slag runner can be subjected to classified modeling so as to establish, draw and edit and adjust the properties of each corresponding component.
And S4, adjusting the internal reinforcing steel bars, namely performing fine combined adjustment on the top stress reinforcing steel bars of the slopes, the top stress reinforcing steel bars of all the components and the inner side distribution bars of the foundation in the multiple slag flushing ditch inlet section graphic elements.
Firstly, arranging stressed steel bars at the top of a slope for the primitives of the inlet section of the diversified slag flushing ditch; and then, according to the classification of the components in the step S3 of primitive adjustment, arranging and drawing the top stress steel bars for various components of the primitive of the inlet section of the diversified slag flushing ditch, and forming basic inner distribution rib primitives on basic inner distribution ribs of the components of the primitive periphery of the various components of the primitive of the inlet section of the diversified slag flushing ditch.
And S5, summarizing and calculating bottom stress steel bars in the diversified slag runner inlet section graphic elements, top stress steel bars and/or inner side distribution steel bars of the foundation in the diversified slag runner inlet section graphic elements, and locking the steel bars subjected to summarizing and calculating.
Specifically, one or more single items can be summarized and calculated, namely, the manual calculation mode under the past is thoroughly overturned, the engineering calculation period is shortened, the electric calculation quality is improved, and the requirement of the current situation construction on fine management is met; in order to avoid that the steel bar in the previous primitive moves after one primitive is calculated, the steel bar is locked after the one primitive is calculated, so that the movement of the steel bar is avoided, and the accuracy of the calculation is ensured. Before the calculation step S5, the reinforcement bar can be locked after the step of stressing the reinforcement bar, so as to avoid the displacement of the reinforcement bar arranged in the subsequent setting and adjusting step. The summary calculation of each reinforcing bar may be performed directly after the reinforcing bar step, or may be performed after the reinforcing bars are arranged in each step, which is not limited in this embodiment.
It should be noted that each step of the adjustment method is performed by operating on the BIM model to perform modeling and summary calculation by the BIM software.
In this embodiment, dividing and defining the diversified slag runner inlet segment primitives in the basic primitives of the rectangular slab continuous casting apparatus, that is, the dividing step S1 specifically includes:
and S11, defining and dividing the primitives to be finely adjusted in the rectangular slab continuous casting equipment foundation so as to distinguish the primitives at the inlet sections of the diversified slag flushing grooves. Specifically, defining and dividing the primitives to be finely adjusted in the rectangular slab continuous casting cooling bed equipment foundation by using BIM software so as to obtain multiple sections by dividing and naming the multiple sections respectively so as to distinguish the primitives at the inlet sections of the diversified slag flushing ditches; in this embodiment, as shown in fig. 2, the primitives to be finely adjusted in the rectangular slab continuous casting cooling bed equipment foundation are segmented into large-package rotary table segment primitives, outer arc tangent segment primitives, and slag runner inlet segment primitives, namely, diversified slag runner inlet segment primitives, slag runner transition segment primitives and continuous casting equipment foundation segment primitives.
And S12, drawing slope graphic elements in the entrance section graphic elements of the diversified slag flushing grooves and editing the slope graphic elements. Specifically, firstly, defining a slope structural element to be adjusted at the inlet of a diversified slag flushing ditch, namely drawing a third plate member definition, wherein the slope structural element is named as FB-3 as shown in fig. 3; then, according to the section structure in the design drawing, the temporary attribute of FB-3 is edited as shown in FIG. 4, namely, the attribute of the name FB-3, the thickness 4100mm, the top elevation 0mm, the bottom elevation-4100 mm and the like is edited for the primitive of the entrance section of the diversified slag flushing ditch according to the design drawing.
And S13, drawing a corresponding structure on the left side of the slope structure in the primitive of the inlet section of the diversified slag flushing channel and editing the corresponding structure. Specifically, according to a design drawing, defining a structural element on the left side of a slope structure in a diversified slag runner inlet section primitive, namely FB-4 is shown in FIG. 5, so as to ensure the anchoring connection integrity of stressed steel bars at the bottom of the diversified slag runner inlet section, namely drawing a fourth plate member definition; then, according to the sectional structure of the entrance of the diversified slag flushing channel in the design drawing, the attribute of FB-4 is edited as shown in FIG. 6, namely, according to the design drawing, the attribute of the name FB-4, the thickness of 3900mm, the top elevation of 0mm, the bottom elevation of-3900 mm and the like is edited for the primitives of the entrance of the diversified slag flushing channel.
In this embodiment, the fine adjustment is performed on the bottom stress steel bar in the primitive of the inlet section of the diversified slag runner, that is, the step S2 of adjusting the stress steel bar specifically includes:
and S21, adjusting and setting the bottom elevation of the slope structure and the top elevation of the slope structure in the primitives of the inlet section of the diversified slag flushing channel. Specifically, according to the design drawing, the FB-3 primitive in the dividing step S1 is adjusted, the elevation of the top and bottom of the slope is set, namely, the setting of the ascending slope is carried out; in this embodiment, the bottom elevation of the slope structure of the primitive at the entrance section of the diversified slag flushing ditch is-4100 mm to-5000 mm, the top elevation is 0.00mm to-900 mm, and after the slope structure is set, see fig. 7, that is, the top elevations of the left side and the right side in the third plate member primitive, namely, the FB-3 primitive, are respectively 0.00mm and 900mm, and the bottom elevation is respectively-4100 mm to-5000 mm, and of course, other values can be set according to the drawing, and the embodiment is not limited.
And S22, arranging and adjusting the bottom stress steel bars in the picture elements of the inlet section of the diversified slag flushing channel. Specifically, firstly, arranging and adjusting bottom stress steel bars c16@200 in the FB-3 graphic element after slope data are set, setting a height difference variable cross section anchoring length LaE, adjusting and setting a longitudinal bottom stress steel bar bending node to bend and anchor to the top of a foundation along with the change of a cross section by adjusting a transverse longitudinal bottom stress steel bar, setting a transverse bottom stress steel bar penetrating through the FB-4 graphic element to form a standard anchoring length LaE, so as to finish fine adjustment, enabling the bottom stress steel bar to automatically anchor and bend to the top of the foundation along with the change of the cross section, and enabling the bottom stress steel bar to automatically anchor and bend to the top of the foundation along with the change of the cross section, wherein the length LaE of the bottom stress steel bar at the joint of the bottom stress steel bar and the FB-4 graphic element is shown in fig. 9, so as to reduce budget and binding difference and provide accurate construction basis for binding and turning.
In this embodiment, the primitive adjustment step S3 specifically includes:
in the substep S31, the thickness of the primitive of the inlet section of the diversified slag runner is modified, and the top slope of the primitive of the inlet section of the diversified slag runner is adjusted. Specifically, first, the FB-3 temporary attribute thickness value 4100mm is modified to 600mm, see FIG. 10; then, according to the construction form of the design drawing, setting and adjusting the FB-3 top slope: -3500mm to-4400 mm, namely adjusting the height position of FB-3 to enable the top heights of the left side and the right side to be-3500 mm and-4400 mm respectively.
And S32, respectively creating, drawing and editing and adjusting bottom slopes on different components of the inlet of the diversified slag flushing channel according to the sectional structure form of the design drawing so as to enable the bottoms of the components to be overlapped with the primitives of the inlet section of the diversified slag flushing channel. Specifically, first, two base members are newly built: the graphic element-1 on the FB-3 and the graphic element-2 on the FB-3 are subjected to attribute editing according to the section structure form of the design drawing, as shown in fig. 12 and 13, namely the thickness, the top elevation and the bottom elevation of the graphic element-1 component on the FB-3 are 2500mm, -2.5m and-5 m respectively, and the thickness, the top elevation and the bottom elevation of the graphic element-2 component on the FB-3 are 3550mm, -1.45m and-5 m respectively; then, drawing a component of the element-1 on the FB-3, looking at a graph 14, editing and adjusting the bottom slope of the element-1 on the FB-3 according to the slope form after the slope of the top of the FB-3 in the substep S31, namely, the slope form in FIG. 11, so that the bottom slopes of the element-1 on the FB-3 are overlapped, looking at the graph 15, and the section connecting the top stress steel bars can form standard anchoring when meeting the section, namely, when the top stress steel bars are arranged, the top stress steel bars can be arranged in a self-anchoring manner along with the outer wall of the element-1 on the FB-3, so that the arrangement of the element-1 on the FB-3 and the element-2 on the FB-3 is the basic operation of the steel bar arrangement in the internal steel bar adjustment step S4; finally, drawing the element-2 component on the FB-3 as shown in fig. 16, and editing and adjusting the bottom slope of the element-2 on the FB-3 according to the slope form after the slope at the top of the FB-3 in the substep S31, namely the slope form in fig. 11, so that the bottom slopes of the elements-2 and FB-3 on the FB-3 are overlapped as shown in fig. 17, and the section connection top stress steel bar can form standard anchoring when meeting the section. In this embodiment, the classification is performed according to the cross-sectional structural form of the design drawing, especially the thickness difference of various components, so as to establish different components, and further adjust different components, so as to realize the combination between insufficient components and the multiple slag runner inlet section primitives to form the complete multiple slag runner inlet section primitive.
Therefore, the graphic primitive adjusting step S3 respectively performs module combination adjustment according to the graphic primitive shape structure so as to meet the design and specification requirements of the top stress steel bar anchoring connection structure form.
In this embodiment, the fine combination adjustment is performed on the inner side distribution ribs of the foundation in the primitives of the inlet section of the diversified slag runner, that is, the inner reinforcement adjustment step S4 specifically includes:
and S41, arranging stressed steel bars at the top of the slope in the picture elements of the inlet section of the diversified slag flushing channel. Specifically, the slope top stressed steel bar c16@200 in the arrangement FB-3 is shown in FIG. 18.
And S42, respectively arranging the top stress steel bars for the corresponding graphic elements of each component of the inlet of the diversified slag flushing channel. Specifically, the top stress steel bars c16@200 on the graphic element-1 on the FB-3 are arranged as shown in fig. 19, the top stress steel bars c16@200 on the graphic element-2 on the FB-3 are arranged as shown in fig. 20, and the cross section of each graphic element top stress steel bar is matched with the cross section of each graphic element.
In a substep S43, a foundation inner side distribution bar member is newly built and its properties are edited. Specifically, the new construction member: the inside of the foundation distributes the ribs-1 and edits the properties.
And S44, drawing a basic inner side distribution rib primitive at the periphery of each member corresponding to the primitive at the inlet of the diversified slag flushing channel. Specifically, the inner side distributing rib-1 primitive is drawn on the periphery of the primitive-1 on the FB-3 and the primitive-2 on the FB-3, see 21.
In summary, the method for performing the combination modeling and the refinement adjustment of the diversified slag runner entrance electric calculation is flexibly applied by combining the continuous exploration test thinking and the software calculation mode and applying the existing functions of the software, the modeling method is innovated, the method for performing the combination modeling of the refinement adjustment of each component on the diversified slag runner entrance segment graphical element after the bottom stress steel bars in the diversified slag runner entrance segment graphical element are set and adjusted is performed, so that the subsequent arrangement and adjustment of the top steel bars are performed according to different components, the combination modeling of the electric calculation graphical elements of a plurality of overlapped module shapes in the diversified slag runner entrance is completed, the manual calculation mode is thoroughly subverted, the engineering quantity calculation period is shortened, the electric calculation quality is improved, the engineering quantity and the material loss are avoided, a firm foundation is laid for the work of the quantity in the later stage of the progress report, meanwhile, the modeling thought is provided for the software development, and the BIM technical support basis is provided for the construction refinement management platform.
It should be noted that, in the description of the present invention, terms such as "upper," "lower," "left," "right," "inner," "outer," and the like indicate directions or positional relationships based on the directions or positional relationships shown in the drawings, which are merely for convenience of description, and do not indicate or imply that the apparatus or elements must have a specific orientation, be constructed and operated in a specific orientation, and thus should not be construed as limiting the present invention.
Furthermore, it should be noted that, in the description of the present invention, unless explicitly specified and limited otherwise, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be directly connected or indirectly connected through an intermediate medium, and can be communication between two elements. The specific meaning of the above terms in the present invention can be understood by those skilled in the art according to the specific circumstances.
It will be apparent to those skilled in the art that embodiments of the present application may be provided as a method, system, or computer program product. Accordingly, the present application may take the form of an entirely hardware embodiment, an entirely software embodiment, or an embodiment combining software and hardware aspects. Furthermore, the present application may take the form of a computer program product embodied on one or more computer-usable storage media (including, but not limited to, disk storage, CD-ROM, optical storage, and the like) having computer-usable program code embodied therein.
The present application is described with reference to flowchart illustrations and/or block diagrams of methods, apparatus (systems) and computer program products according to embodiments of the application. It will be understood that each flow and/or block of the flowchart illustrations and/or block diagrams, and combinations of flows and/or blocks in the flowchart illustrations and/or block diagrams, can be implemented by computer program instructions. These computer program instructions may be provided to a processor of a general purpose computer, special purpose computer, embedded processor, or other programmable data processing apparatus to produce a machine, such that the instructions, which execute via the processor of the computer or other programmable data processing apparatus, create means for implementing the functions specified in the flowchart flow or flows and/or block diagram block or blocks.
These computer program instructions may also be stored in a computer-readable memory that can direct a computer or other programmable data processing apparatus to function in a particular manner, such that the instructions stored in the computer-readable memory produce an article of manufacture including instruction means which implement the function specified in the flowchart flow or flows and/or block diagram block or blocks.
These computer program instructions may also be loaded onto a computer or other programmable data processing apparatus to cause a series of operational steps to be performed on the computer or other programmable apparatus to produce a computer implemented process such that the instructions which execute on the computer or other programmable apparatus provide steps for implementing the functions specified in the flowchart flow or flows and/or block diagram block or blocks.
Finally, it should be noted that: the above embodiments are only for illustrating the technical aspects of the present invention and not for limiting the same, and although the present invention has been described in detail with reference to the above embodiments, it should be understood by those of ordinary skill in the art that: modifications and equivalents may be made to the specific embodiments of the invention without departing from the spirit and scope of the invention, which is intended to be covered by the claims.
Claims (7)
1. The method for finely adjusting the electric calculation combined modeling of the inlets of the diversified slag flushing ditches is characterized by comprising the following steps of:
dividing and defining a diversified slag flushing ditch inlet section graphic element in a basic graphic element of rectangular slab continuous casting equipment;
fine adjustment is carried out on the stressed steel bars at the bottom of the picture elements at the inlet section of the diversified slag flushing ditch;
according to the section structure form of the design drawing, each component on the inlet section graphic element of the diversified slag flushing ditch is respectively adjusted;
fine combination adjustment is carried out on the slope top stress steel bars, the top stress steel bars of each component and the foundation inner side distribution steel bars in the diversified slag flushing ditch inlet section graphic element;
dividing and defining a diversified slag flushing ditch inlet section graphic element in a basic graphic element of rectangular slab continuous casting equipment, and specifically comprising the following steps:
drawing a slope structure in the primitive of the entrance section of the diversified slag flushing ditch and editing the slope structure;
drawing a corresponding structure on the left side of a slope structure in the primitive of the entrance section of the diversified slag flushing ditch, and editing the corresponding structure;
carrying out fine adjustment on the stressed steel bars at the bottom of the picture elements at the inlet section of the diversified slag flushing ditch, and specifically comprising the following steps:
adjusting the bottom elevation of the slope structure and the top elevation of the slope structure in the primitives of the inlet section of the diversified slag flushing ditch to set;
arranging and adjusting the bottom stress steel bars in the primitives of the entrance section of the diversified slag flushing ditch;
the method for carrying out fine combination adjustment on the slope top stress steel bars, the top stress steel bars of each component and the foundation inner side distribution steel bars in the diversified slag runner inlet section graphic element specifically comprises the following steps:
arranging stressed steel bars at the top of a slope in the graphic elements of the entrance section of the diversified slag flushing ditch;
respectively arranging top stress steel bars for corresponding graphic elements of each component of the inlet of the diversified slag flushing ditch;
newly building a foundation inner side distribution rib member and editing the attribute of the foundation inner side distribution rib member;
and drawing a basic inner side distribution rib primitive at the periphery of each component corresponding to the primitive at the inlet of the diversified slag flushing ditch.
2. The diversified slag runner inlet electric calculation combined modeling refinement adjustment method according to claim 1 is characterized in that,
and transverse bottom stress steel bars arranged on the primitives at the inlet section of the diversified slag flushing channel penetrate through the primitives at the inlet of the diversified slag flushing channel.
3. The method for the refined adjustment of the electric calculation combination modeling of the inlets of the diversified slag runner according to claim 1, wherein when dividing and defining the primitives of the inlet sections of the diversified slag runner in the basic primitives of the rectangular slab continuous casting equipment, the method comprises the following steps before drawing the primitives of the inlet sections of the diversified slag runner:
defining and dividing the graphic elements to be finely adjusted in the rectangular slab continuous casting equipment foundation so as to distinguish the graphic elements of the inlet sections of the diversified slag flushing grooves.
4. A method for modeling and refining a combination of multiple slag runner inlets according to any one of claims 1 to 3, wherein each component on the multiple slag runner inlet segment primitives is adjusted separately, specifically including:
modifying the thickness of the primitive of the inlet section of the diversified slag flushing channel, and adjusting the top slope of the primitive of the inlet section of the diversified slag flushing channel;
and respectively creating, drawing and editing and adjusting bottom slopes on different components of the inlet of the diversified slag flushing channel according to the section structural form of the design drawing so as to enable the bottoms of the components to be overlapped with the bottoms of the primitives of the inlet section of the diversified slag flushing channel.
5. The diversified slag runner inlet electric calculation combined modeling refinement adjustment method according to claim 4 is characterized in that,
and newly building a foundation inner side distribution rib member by using the wall body module.
6. The method for modeling refinement adjustment of a multiple slag runner inlet electrical calculation combination according to any one of claims 1 to 3, further comprising:
and summarizing and calculating bottom stress steel bars in the diversified slag runner inlet section graphic elements, top stress steel bars and/or inner side distribution steel bars of a foundation in the diversified slag runner inlet section graphic elements, and locking the steel bars subjected to summarizing and calculating.
7. The method for modeling and refining the diversified slag runner inlets according to any one of claims 1 to 3, wherein,
each of the steps is performed in BIM software.
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| CN112464356B (en) * | 2020-12-18 | 2023-04-25 | 中国二十冶集团有限公司 | Modeling method and system for equipment foundation special-shaped bottom plate based on BIM |
| CN114309568A (en) * | 2021-12-01 | 2022-04-12 | 上海二十冶建设有限公司 | Slab continuous casting ladle turret base body construction process |
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