CN112059133B - Combined adjusting method for foundation slag runner transition section of rectangular slab continuous casting equipment - Google Patents
Combined adjusting method for foundation slag runner transition section of rectangular slab continuous casting equipment Download PDFInfo
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- CN112059133B CN112059133B CN202010692794.8A CN202010692794A CN112059133B CN 112059133 B CN112059133 B CN 112059133B CN 202010692794 A CN202010692794 A CN 202010692794A CN 112059133 B CN112059133 B CN 112059133B
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Abstract
The invention provides a combination adjusting method for a foundation slag runner transition section of rectangular slab continuous casting equipment, which comprises the following steps: dividing and defining the primitive of the slag runner transition section in the basic primitive of the rectangular slab continuous casting equipment; performing fine adjustment on the bottom stressed steel bar primitive of the two-way inclined slag sluicing groove foundation through the auxiliary primitive, performing fine adjustment on the bottom baseboard primitive of the two-way inclined slag sluicing groove foundation, performing sectional combination adjustment on the side wall primitive of the two-way inclined slag sluicing groove according to software limitation, and performing setting adjustment on the top external wall steel bar primitive of the foundation; and summarizing and calculating the stressed steel bar primitives at the bottom of the bidirectional inclined slag sluicing channel foundation, horizontal steel bars in the primitives of the side wall of the bidirectional inclined slag sluicing channel and/or steel bars in the primitives of the steel bars of the top outer wall of the foundation, and locking. The invention combines the continuous exploration test thinking with the software calculation mode and flexibly applies the prior software function to complete the basic electric calculation combined modeling and electric calculation primitive combined modeling of the rectangular slab continuous casting cooling bed equipment.
Description
Technical Field
The invention relates to the technical field of civil engineering construction, in particular to a combined adjustment method for a foundation slag runner transition section of rectangular slab continuous casting equipment.
Background
The socialist market economy develops today, and the engineering cost industry is more and more emphasized, which is reflected in the aspects of social economy and life, namely the engineering cost is the unprecedented concern of government investment projects, enterprise investment projects, external capital projects, personal investment projects and engineering contractors. At present, no matter investment estimation, approximate calculation, budget and settlement are closely related to the engineering quantity, and no engineering cost exists independently of the engineering quantity, so that strong attention needs to be paid to basic calculation work which is extremely important in engineering cost management to determine and control the engineering cost. Under the era background of the vigorous development of the application of the BIM technology, the fusion of the traditional engineering cost and the BIM technology is a great trend and is also a necessary condition for making the fine engineering calculation. Various BIM modeling calculation amount software in the current market is in a hundred-flower buzz state, and is mainly developed and optimized for building construction engineering. In addition, due to the fact that the BIM modeling computation amount software of the current metallurgical industrial engineering, municipal engineering and the like has software technology development problems or software engineers do not deeply know relevant professional engineering specifications and rules and the like, the development of the functions of the professional engineering BIM modeling software is not thorough, and the actual use requirements of engineering participants cannot be met. Aiming at the problems, the purpose of refining the calculation amount 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 requirements are met.
The basic body structure of the equipment at the transition section of the slag sluiceway of the rectangular slab continuous casting equipment foundation is complex, and the stressed steel bars at the bottom of the slag sluiceway are bent to penetrate through the two side walls and anchored into the upper foundation LaE.
The side wall of the slag sluiceway modeled by the electric calculation cannot be completed by using a wall module, the wall module and the foundation slab module are two different modules, the anchoring connection forms of the stressed steel bars have different connection forms and standard requirements, the software function limitation cannot meet the requirement of the reinforcement form of the foundation slag sluiceway transition section of the rectangular slab continuous casting equipment, the inclined plate foundation slag sluiceway, the rectangular side wall and the special-shaped area foundation module (limited by the existing functions of the software) cannot complete the engineering quantity calculation by the electric calculation, the engineering quantity calculation can only be completed by using a complicated manual calculation mode, great difficulty is brought to a cost budgeter, the work progress is greatly influenced, meanwhile, the manual calculation mode under the condition of calculation omission or repeated calculation is easy, and unnecessary engineering quantity and material loss are caused to the engineering. Inconvenience is brought to subsequent pre-settlement work, and the requirements of building market and fine management cannot be met according to the current situation requiring a complicated manual calculation mode.
Disclosure of Invention
In view of the above, the invention provides a combination adjustment method for a foundation slag runner transition section of rectangular slab continuous casting equipment, and aims to solve the problem that the engineering quantity calculation difficulty is large and inaccurate because the engineering quantity calculation can only be carried out on the foundation slag runner transition section of the existing rectangular slab continuous casting equipment in a manual calculation mode.
The invention provides a combination adjusting method for a foundation slag runner transition section of rectangular slab continuous casting equipment, which comprises the following steps: dividing and defining the primitive of the slag runner transition section in the basic primitive of the rectangular slab continuous casting equipment; performing fine adjustment on the bottom stressed steel bar primitive of the two-way inclined slag sluicing groove foundation through the auxiliary primitive, performing fine adjustment on the bottom baseboard primitive of the two-way inclined slag sluicing groove foundation in a segmented manner, performing segmented combined adjustment on the side wall primitive of the two-way inclined slag sluicing groove according to software limitation, and performing setting adjustment on the top external wall steel bar primitive of the foundation; and summarizing and calculating the primitives of the stressed steel bars at the bottom of the bidirectional inclined slag sluicing channel foundation, the horizontal steel bars in the primitives of the side wall of the bidirectional inclined slag sluicing channel and/or the steel bars in the primitives of the steel bars of the outer wall at the top of the foundation, and locking the steel bars subjected to summarizing and calculating.
Further, according to the method for adjusting the combination of the transition section of the basic slag runner of the rectangular slab continuous casting equipment, the primitive of the stressed steel bar at the bottom of the bidirectional inclined slag runner is finely adjusted through the auxiliary primitive, and the method specifically comprises the following steps: dividing the bidirectional inclined slag sluiceway primitive into temporary slag sluiceway primitives, and editing the basic thickness and height of the temporary slag sluiceway primitives; according to a design drawing and the primitives of the two-way inclined slag sluiceway, extracting slope data of the primitives of a left slope and a right slope, and setting a bottom slope of a left slag sluiceway foundation and a bottom slope of a right slag sluiceway foundation in the temporary primitives of the slag sluiceway according to the slope data to create foundation conditions for bending and anchoring stressed steel bars at the bottom of the slag sluiceway of the transition section; and drawing the stressed steel bars at the bottom of the bidirectional inclined slag sluiceway, and adjusting the bottom elevation of the temporary primitive of the slag sluiceway.
Further, according to the method for adjusting the combination of the transition section of the basic slag sluiceway of the rectangular slab continuous casting equipment, the segment-by-segment fine adjustment of the primitives of the basic bottom plate of the bidirectional inclined slag sluiceway specifically comprises the following steps: and respectively defining the left side and the right side of the temporary primitive of the slag sluiceway and setting the basic thickness, and setting a bidirectional inclined foundation slab in the temporary primitive of the slag sluiceway according to the slope data of the primitive of the left slope and the primitive of the right slope.
Further, the method for adjusting the transition section combination of the basic slag runner of the rectangular slab continuous casting equipment, which is used for adjusting the bidirectional inclined slag runner sidewall primitives in a sectional combination manner according to software limitations, specifically comprises the following steps: respectively setting a left slag runner side wall primitive and a right slag runner side wall primitive in the bidirectional inclined slag runner side wall primitives, and arranging and anchoring reinforcing steel bars; and establishing a horizontal rib component on the side wall of the slag sluiceway, and drawing the primitive of the horizontal rib on the side wall of the slag sluiceway.
Further, according to the method for adjusting the combination of the transition section of the basic slag runner of the rectangular slab continuous casting equipment, when the primitives of the side wall of the left slag runner and the side wall of the right slag runner are set, the primitives of the side wall of the left slag runner and/or the primitives of the side wall of the right slag runner in the primitives of the two-way inclined slag runner are respectively segmented according to the limitation of BIM software rules, and the primitives of the side wall of the left slag runner and the side wall of the right slag runner are respectively set according to the segmented slope data of the left and right side walls.
Further, according to the basic slag runner transition section combination adjusting method for the rectangular slab continuous casting equipment, the setting of the graphic primitive of the side wall of the left slag runner, the arrangement of the reinforcing steel bars and the anchoring connection setting specifically comprise the following steps: dividing the graphic primitive of the sidewall of the left slag runner into three sections of graphic primitives in a local structural form according to the BIM software rule limitation, and setting and adjusting the graphic primitive of the sidewall of the left slag runner according to the three sections of local structural forms; extracting slope data of the left groove wall in three sections, and respectively and correspondingly setting and adjusting a slope primitive at the bottom of the left slag sluicing groove side wall to be overlapped with the foundation slab; drawing the stressed steel bars at the top of the left slag sluiceway, and arranging the two-layer bidirectional stressed steel of the foundations at the two sides of the left slag sluiceway.
Further, according to the method for adjusting the combination of the transition section of the basic slag runner of the rectangular slab continuous casting equipment, the setting of the primitive of the side wall of the right slag runner, the arrangement of the reinforcing steel bars and the anchoring connection setting specifically comprise the following steps: dividing the graphic element on the sidewall of the left slag runner into three sections of graphic elements in a local structure form according to the BIM software rule limit; arranging and adjusting the graphic elements on the side wall of the left slag sluiceway according to a three-section local form structure; extracting slope data of the left groove wall in three sections, and respectively and correspondingly setting and adjusting a slope primitive at the bottom of the left slag sluicing groove side wall to be overlapped with the foundation slab; drawing the stressed steel bars at the top of the left slag sluiceway, and arranging the two-layer bidirectional stressed steel of the foundations at the two sides of the left slag sluiceway.
Further, the method for adjusting the combination of the transition section of the basic slag runner of the rectangular slab continuous casting equipment adopts wall modules to establish horizontal rib members on the side walls of the slag runner.
Further, the above-mentioned rectangular slab continuous casting equipment basis sluiceway changeover portion combination adjustment method carries out the fine adjustment to basic top outer wall reinforcing bar primitive, specifically includes: newly building a foundation top outer wall component, editing horizontal rib distribution ribs and vertical distribution ribs according to a design drawing, and performing anchoring and connecting setting according to the node requirements of the design drawing; and drawing a foundation top exterior wall primitive on the foundation top.
Further, according to the method for adjusting the combination of the basic slag runner transition section of the rectangular slab continuous casting equipment, all the steps are carried out in BIM software.
The invention provides a basic slag runner transition section combination adjusting method of rectangular slab continuous casting equipment, which is characterized in that the existing functions of software are flexibly applied by combining continuous exploration test thinking and a software calculation mode, a modeling method is innovated, the basic electric calculation combination modeling electric calculation primitive combination modeling of the rectangular slab continuous casting cooling bed equipment is completed, a manual calculation mode is thoroughly overturned, a plurality of different single project quantities are simultaneously completed in one model, the project quantity calculation period is shortened, the electric calculation quality is improved, the project quantity and material loss are avoided, a firm foundation is laid for the later-stage calculation of the progress report quantity, a modeling thought is provided for software development, and in addition, a BIM technical support basis is provided for a data information management platform for 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 refer to like parts throughout the drawings. In the drawings:
FIG. 1 is a block diagram of a flow chart of a basic slag runner transition section combination adjusting method of a rectangular slab continuous casting device provided by an embodiment of the invention;
FIG. 2 is a block flow diagram of the partitioning steps provided by the embodiments of the present invention;
FIG. 3 is a diagram of an FB-2 primitive provided in an embodiment of the present invention;
FIG. 4 is a diagram illustrating an FB-2 property editing scheme according to an embodiment of the present invention;
FIG. 5 is a schematic structural diagram of a basic slag runner transition section combination adjustment method for a rectangular slab continuous casting device provided by the embodiment of the invention;
FIG. 6 is a diagram of FB-2 (temporary graphic element) provided in an embodiment of the present invention;
FIG. 7 is a diagram illustrating an FB-2 (temporary primitive) attribute editing scheme according to an embodiment of the present invention;
FIG. 8 is a ramp data graph of a left-side ramp primitive provided in an embodiment of the present invention;
FIG. 9 is a ramp data graph of a right ramp primitive provided in accordance with an embodiment of the present invention;
FIG. 10 is a schematic diagram of primitives of a foundation slab of a bi-directional inclined slag runner provided in an embodiment of the present invention;
FIG. 11 is a diagram of an FB- (Trench wall-1) property editor provided in accordance with an embodiment of the present invention;
FIG. 12 is a diagram of an FB- (Trench wall-2) property editor provided in accordance with an embodiment of the present invention;
FIG. 13 is a diagram of an FB- (Trench wall-3) property editor provided in accordance with an embodiment of the present invention;
FIG. 14 is a diagram of an FB- (Trench wall-4) property editor provided in accordance with an embodiment of the present invention;
fig. 15 is a schematic diagram of a sidewall primitive of the left sluiceway according to an embodiment of the present invention;
FIG. 16 is a data graph of the slope of the left sidewall provided by an embodiment of the present invention;
FIG. 17 is a top plan view of the left sidewall bottom ramp and the foundation slab in accordance with an embodiment of the present invention;
FIG. 18 is a diagram of an FB- (Trench wall-5) property editor provided in accordance with an embodiment of the invention;
FIG. 19 is a diagram of an FB- (Trench wall-6) property editor provided in accordance with an embodiment of the present invention;
FIG. 20 is a diagram of an FB- (Trench wall-7) property editor provided in accordance with an embodiment of the invention;
FIG. 21 is a graph of slope data for a right sidewall provided in accordance with an embodiment of the present invention;
FIG. 22 is a view of the left sidewall bottom ramp in registration with the foundation slab as provided by an embodiment of the present invention;
FIG. 23 is an edit view of the properties of a horizontal rib member of the sidewall of the sluiceway provided in the embodiment of the present invention;
FIG. 24 is a block diagram of a process for refining and adjusting basic top exterior wall rebar primitives;
fig. 25 is a schematic diagram of a foundation top exterior wall rebar graphic element.
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 the embodiments and features of the embodiments may be combined with each other without conflict. The present invention will be described in detail below with reference to the embodiments with reference to the attached drawings.
Referring to fig. 1, it is a block flow diagram of a basic slag runner transition section combination adjusting method of a rectangular slab continuous casting device according to an embodiment of the present invention. As shown in the figure, the adjusting method comprises the following steps:
and a dividing step S1, wherein the primitive of the slag channel transition section in the basic primitive of the rectangular slab continuous casting equipment is divided and defined.
Specifically, BIM software is utilized to define and divide basic primitives of the rectangular slab continuous casting equipment so as to divide and name primitives of the slag sluiceway transition section and distinguish the primitives of the slag sluiceway transition section.
And an adjusting step S2, performing fine adjustment on the bottom stressed steel bar primitive of the two-way inclined slag sluicing channel foundation through the auxiliary primitive, performing fine adjustment on the bottom primitive of the two-way inclined slag sluicing channel foundation in a segmented manner, performing segmented combined adjustment on the side primitive of the two-way inclined slag sluicing channel according to software limitation, and setting and adjusting the top external wall steel bar primitive of the foundation.
Specifically, firstly, the section of a slag sluiceway is 2000mm, the section of a slag sluiceway body is 800mm, the slag sluiceway is inclined from two sides of-4400 mm and-3917 mm to-5500 mm, stressed steel bars at the bottom of a bidirectional inclined slag sluiceway foundation are finely adjusted through BIM (building information modeling) computer combination modeling to perform binding reaction, and then the calculation of the engineering quantity of the rectangular slab continuous casting equipment foundation slag sluiceway area is completed; then, setting a foundation bottom plate of a left rear side slag flushing channel in the stressed steel bar primitive at the bottom of the bidirectional inclined slag flushing channel foundation; the slope primitives at the bottom of the two-way inclined slag sluicing groove side wall, namely the slope primitives at the bottom of the left and right side slag sluicing grooves side wall, are arranged so as to be superposed with the foundation bottom plate, and stress reinforcing steel bars and horizontal ribs of the slag sluicing groove side wall are arranged; and finally, setting and adjusting the primitive of the external wall steel bar at the top of the foundation. When the graphics primitive of the bottom slope of the side wall of the bidirectional inclined slag sluicing groove is finely adjusted, due to the limitation of BIM software, the graphics primitive of the bottom slope of the side wall of the bidirectional inclined slag sluicing groove can only be partially arranged in an indexing manner. In the step, the setting adjustment of the inclined wave primitive on the slag runner, the horizontal reinforcing steel bar primitive on the side wall of the slag runner body, the peripheral primitive of the inclined slag runner, the horizontal reinforcing steel bar primitive on the side wall of the outer edge foundation and the short wall reinforcing steel bar primitive on the top of the foundation are not in sequence, so that the setting adjustment of a plurality of single items is carried out in one mould, namely the BIM combination adjustment setting is carried out, each single item is compared with the design drawing data to form a positive value, a BIM technical support basis is provided for a data informatization management platform, and the BIM combination electric calculation is carried out subsequently.
And a calculation step S3, carrying out summary calculation on the stressed steel bar primitive at the bottom of the bidirectional inclined slag sluicing groove foundation, the horizontal steel bars in the primitives of the side wall of the bidirectional inclined slag sluicing groove and/or the steel bars in the primitives of the external wall steel bars at the top of the foundation, and locking the steel bars subjected to the summary calculation.
Specifically, one or more single items can be subjected to summary calculation, namely, the manual calculation mode in the past is completely overturned, the engineering quantity calculation period is shortened, the electric calculation quality is improved, and the requirement of fine management of construction of the current situation is met; and in order to avoid that the reinforcing steel bar in the former primitive moves after the primitive when the other primitives are calculated in a gathering way after one single primitive is calculated, the reinforcing steel bar is locked and locked after the single gathering calculation so as to avoid the movement of the reinforcing steel bar and further ensure the accuracy of the gathering calculation. There is no sequence between the calculating step S3 and the adjusting step S2, and the calculation may be performed after one of the single primitives is set, or the calculation may be performed after all the single primitives are set. The summary calculation of the reinforcing bars may be performed directly after the reinforcing bar step, or may be performed after the reinforcing bars are arranged in each step.
In this embodiment, each step is performed in the BIM model, so as to perform modeling and summary calculation by the BIM software.
Referring to fig. 2, it is a block flow diagram of the partitioning step provided in the embodiment of the present invention. As shown in the figure, the slag runner transition segment primitive in the basic primitive of the rectangular slab continuous casting equipment is divided and defined, that is, the dividing step S1 includes:
and a substep S11, dividing the graphic elements of the slag runner transition section in the foundation of the rectangular slab continuous casting equipment. Specifically, expansion joints are arranged on the basic primitive of the rectangular slab continuous casting equipment according to a design drawing so as to divide the primitive of the slag runner transition section, namely, the primitive of the basic slag runner area range of the rectangular slab continuous casting equipment is defined as shown in fig. 3.
And a substep S12, defining and editing attributes of the graphic elements of the slag runner transition section according to the cross section form of the slag runner transition section. Specifically, firstly, the primitive of the slag runner transition section is named, and the basic thickness and the top and bottom elevation are edited, in this embodiment, the primitive of the slag runner transition section is named as FB-2, and the editing attributes of the basic thickness of 600mm, the top elevation of-2500 mm and the bottom elevation of-3100 mm are shown in fig. 4.
Referring to fig. 5, a block diagram of a process of performing fine adjustment on a primitive of a stressed steel bar at the bottom of a bidirectional inclined slag sluiceway foundation through an auxiliary primitive according to an embodiment of the present invention is shown. As shown in the figure, the primitive of the stressed steel bar at the bottom of the bidirectional inclined slag sluiceway foundation is finely adjusted through the auxiliary primitive, which is recorded as step S21, and the method specifically comprises the following steps:
and a substep S211 of dividing the bidirectional inclined slag flushing ditch primitive, defining the divided primitive as a temporary primitive of the slag flushing ditch, and editing the basic thickness and height of the temporary primitive of the slag flushing ditch.
Specifically, the segmentation definition of the bidirectional inclined slag runner primitive can be divided into three segments, the named slag runner temporary primitive is FB-2 (temporary primitive), see FIG. 6, and the attribute editing, including the editing of the basic thickness and height, see FIG. 7.
And a substep S212, extracting slope data of the left slope primitive and the right slope primitive according to the design drawing and the bidirectional inclined slag sluiceway primitive, and setting a bottom slope of the left slag sluiceway foundation and a bottom slope of the right slag sluiceway foundation in the temporary primitive of the slag sluiceway according to the slope data to create a foundation condition for bending and anchoring the stressed steel bars at the bottom of the slag sluiceway in the transition section.
Specifically, firstly, according to a design drawing and a bidirectional inclined slag sluiceway primitive, slope data of a left slope primitive is extracted and is shown in a graph 8, slope data of a right slope primitive is extracted and is shown in a graph 9, a left slag sluiceway base bottom slope and a right slag sluiceway base bottom slope are set according to the slope data of the left slope primitive and are shown in a graph 10, and basic conditions are created for the bending anchor of the stressed steel bar at the bottom of the slag sluiceway of the transition section.
And a substep S213 of drawing the stressed steel bars at the bottom of the bidirectional inclined slag sluiceway and adjusting the bottom elevation of the temporary graphics of the slag sluiceway.
Specifically, the stressed steel bars C16@200 at the bottom of the bidirectional inclined slag sluicing channel are drawn, and fine adjustment is performed on the steel bars by adjusting the elevation of the foundation bottom [ FB-2 (temporary graphic element) ], so that the stressed steel bars at the foundation bottom of the slag sluicing channel with the inclined graphic elements on the left side and the right side reach the design and node requirements, and the difference between budget and binding amount is reduced.
In this embodiment, the segments finely adjust the primitives of the foundation slab of the bidirectional inclined slag sluicechannel, specifically: and respectively defining the left side and the right side of the temporary graphics primitive of the slag runner and setting the basic thickness, and setting a bidirectional inclined basic bottom plate in the temporary graphics primitive of the slag runner according to the slope data of the graphics primitive of the left slope and the graphics primitive of the right slope.
Specifically, firstly, naming the graphics primitive of the left-side cinder runner [ FB-2 (temporary graphics primitive) ] divided by [ FB-2 (temporary graphics primitive) ] as [ FB-2 (inclined 1) ], editing the basic thickness of 600mm, and setting a basic bottom plate according to the slope data of the left-side slope graphics primitive extracted in the substep S212; then, naming the graphics primitive of the right-side cinder spout (FB-2 (temporary graphics primitive) divided by (FB-2 (temporary graphics primitive)) as (FB-2 (inclined 1)), editing the base thickness of 600mm, and setting a base bottom plate according to the slope data of the graphics primitive of the right slope extracted in the substep S212, as shown in FIG. 10, so that the graphics primitive structure of the base bottom plate of the bidirectional inclined cinder spout is completely consistent with that of the drawing.
In this embodiment, the segment combination adjustment of the bidirectional inclined slag sluiceway sidewall primitive according to software limitations specifically includes:
and respectively setting the primitives of the left slag sluicing groove side wall and the right slag sluicing groove side wall, arranging the reinforcing steel bars and connecting the anchoring in the primitives of the two-way inclined slag sluicing groove side wall. Specifically, firstly, according to BIM software rule limitation, segmenting the left slag runner side wall primitive and/or the right slag runner side wall primitive in the bidirectional inclined slag runner side wall primitives respectively, setting the left slag runner side wall primitive and the right slag runner side wall primitive respectively according to segmented slope data of the left and right side walls, and after the corresponding side slag runner side wall primitives are set, arranging stress steel bars and setting anchoring connection.
And establishing a horizontal rib component on the side wall of the slag sluiceway, and drawing the primitive of the horizontal rib on the side wall of the slag sluiceway. Specifically, a horizontal rib member on the side wall of the slag sluiceway is built by using a wall body module.
In this step, the setting of left side sluiceway lateral wall primitive, the arrangement and the anchor of reinforcing bar are connected the setting, specifically include: dividing the graphic primitive of the sidewall of the left slag runner into three sections of graphic primitives in a local structural form according to the BIM software rule limitation, and setting and adjusting the graphic primitive of the sidewall of the left slag runner according to the three sections of local structural forms; extracting slope data of the left groove wall in three sections, and respectively and correspondingly setting and adjusting a slope primitive at the bottom of the left slag sluicing groove side wall to be overlapped with the foundation slab; drawing the stressed steel bars at the top of the left slag sluiceway, and arranging the two-layer bidirectional stressed steel of the foundations at the two sides of the left slag sluiceway.
In this step, the setting of right side sluiceway lateral wall primitive, the arrangement and the anchor of reinforcing bar are connected the setting, specifically include: dividing the graphic element on the sidewall of the left slag runner into three sections of graphic elements in a local structural form according to the BIM software rule limit; arranging and adjusting the graphic elements on the side wall of the left slag sluiceway according to a three-section local form structure; extracting slope data of the left groove wall in three sections, and respectively and correspondingly setting and adjusting a slope primitive at the bottom of the left slag sluicing groove side wall to be overlapped with the foundation slab; drawing the stressed steel bars at the top of the left slag sluiceway, and arranging the two-layer bidirectional stressed steel of the foundations at the two sides of the left slag sluiceway.
That is to say, according to software limitation, the segment combination adjustment is performed on the primitives on the sidewall of the bidirectional inclined slag runner, specifically comprising:
in the substep I, due to the limitation of software rules, the primitives on the side wall of the left slag sluicing groove larger than 10000mm need to be arranged in sections, so that the primitives on the side wall of the slag sluicing groove are combined and adjusted and divided into three sections; firstly, respectively building a foundation member: FB- (channel wall-1), FB- (channel wall-2), FB- (channel wall-3), FB- (channel wall-4); and editing the thickness and the top and bottom elevations of each component according to the slope data as shown in figures 11 to 14, so that the graphic elements on the side wall of the slag sluiceway on the left side are divided into three sections.
And the substep II is to draw a graphic element of the sidewall of the left slag sluiceway as shown in figure 15.
And a third substep, segmenting the left trench wall to extract slope data corresponding to each segment, as shown in fig. 16, and setting FB- (trench wall-2), FB- (trench wall-3) and FB- (trench wall-4) respectively according to the slope data so that the bottom slope is superposed with the foundation slab, as shown in fig. 17.
And fourthly, arranging a stress steel bar c16@200 at the top of the left slag sluiceway according to a drawing of the upper and lower reinforcement structure of the equipment foundation.
And fifthly, arranging and adjusting the stress steel bars c16@200 of the foundation slab to complete the sample turning of the stress steel bars of the foundation.
And sixthly, performing combined adjustment on the side wall primitive of the right slag sluiceway, wherein the limitation of software rules is more than 10000mm, and building a foundation member respectively in three sections: FB- (channel wall-5), FB- (channel wall-6), FB- (channel wall-7), the thickness of each member and the height of the top are edited based on the slope data, as shown in FIGS. 18 to 20.
And seventhly, drawing a graphic element of the side wall of the right slag runner, extracting a slope data element figure 21, and respectively setting FB- (runner wall-5) and FB- (runner wall-6) FB- (runner wall-7) so that the bottom slope of the diagram is superposed with the base bottom plate as shown in figure 22.
And step eight, newly building a horizontal rib component on the side wall of the slag sluiceway: distributing ribs-1 on the side wall of the foundation, editing attribute horizontal ribs (1) c16@200, wherein the top height is-2500 mm, and the bottom edge is high; and editing the elevation from the starting end to the end and the elevation at the end according to the slag sluiceway slope, and drawing, adjusting and modeling according to the figure 23.
Referring to fig. 24, it is a block diagram of a process of performing fine adjustment on a basic top exterior wall reinforcement primitive according to an embodiment of the present invention. As shown in the figure, the fine adjustment is performed on the basic top exterior wall steel bar primitive, which is marked as step S22, and the method specifically includes:
and a substep S221 of newly building a foundation top exterior wall component, editing horizontal distribution ribs and vertical distribution ribs according to a design drawing, and performing anchoring and connecting setting according to the node requirements of the design drawing. Specifically, a wall body member (WQ-1) is newly built, attribute editing horizontal distribution ribs (2) c14@200, vertical distribution ribs (1) c16@200, bottom elevation-2500 mm and top elevation 200mm are carried out on the wall body member, finally, attribute editing anchoring setting is adopted according to a node form of a design drawing, anchoring connection setting is carried out, and corner connection setting is carried out.
And a substep S222, drawing the base top outer wall primitive on the base top. Specifically, drawing a foundation top outer wall WQ-1 primitive on the top of the foundation as shown in figure 25, finely adjusting the steel bar anchoring into the foundation LaE through computer combined modeling, and finishing steel bar binding and sample turning when the wall corner connecting bent anchor meets the design and specification requirements.
In summary, the basic slag runner transition section combination adjustment method for the rectangular slab continuous casting equipment provided by the embodiment is characterized in that the existing functions of software are flexibly applied by combining continuous exploration test thinking and a software calculation mode, the modeling method is innovated, the basic electric calculation combination modeling electric calculation primitive combination modeling of the rectangular slab continuous casting cold bed equipment is completed, a manual calculation mode is thoroughly overturned, a plurality of different single project quantities are simultaneously completed in one model, the project quantity calculation period is shortened, the electric calculation quality is improved, the project quantity and material loss are avoided, a firm foundation is laid for the later-stage calculation and measurement work of the progress report quantity, the modeling thinking is provided for software development, and in addition, a BIM technical support basis is provided for a data information management platform for construction fine management.
It should be noted that in the description of the present invention, the terms of direction or positional relationship indicated by the terms "upper", "lower", "left", "right", "inner", "outer", etc. are based on the directions or positional relationships shown in the drawings, which are only for convenience of description, and do not indicate or imply that the device or element must have a specific orientation, be constructed in a specific orientation, and be operated, 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 otherwise explicitly specified or limited, the terms "mounted," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood by those skilled in the art according to specific situations.
As will be apparent to one skilled in the art, 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 flow diagrams and/or block diagrams, and combinations of flows and/or blocks in the flow diagrams 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 solutions of the present invention and not for limiting the same, and although the present invention is described in detail with reference to the above embodiments, those of ordinary skill in the art should understand that: modifications and equivalents may be made to the embodiments of the invention without departing from the spirit and scope of the invention, which is to be covered by the claims.
Claims (10)
1. A method for adjusting the combination of the transition section of a basic slag runner of a rectangular slab continuous casting device is characterized by comprising the following steps:
dividing and defining the primitive of the slag runner transition section in the basic primitive of the rectangular slab continuous casting equipment;
performing fine adjustment on the bottom stressed steel bar primitive of the two-way inclined slag sluicing groove foundation through the auxiliary primitive, performing fine adjustment on the bottom baseboard primitive of the two-way inclined slag sluicing groove foundation in a segmented manner, performing segmented combined adjustment on the side wall primitive of the two-way inclined slag sluicing groove according to software limitation, and performing setting adjustment on the top external wall steel bar primitive of the foundation;
and summarizing and calculating the primitives of the stressed steel bars at the bottom of the bidirectional inclined slag sluicing channel foundation, the horizontal steel bars in the primitives of the side wall of the bidirectional inclined slag sluicing channel and/or the steel bars in the primitives of the steel bars of the outer wall at the top of the foundation, and locking the steel bars subjected to summarizing and calculating.
2. The combination and adjustment method for the transition section of the basic slag runner of the rectangular slab continuous casting equipment as claimed in claim 1, wherein the fine adjustment of the primitives of the stressed steel bars at the bottom of the bidirectional inclined slag runner foundation is performed through the auxiliary primitives, and the method specifically comprises the following steps:
dividing the bidirectional inclined slag sluiceway primitive into temporary slag sluiceway primitives, and editing the basic thickness and height of the temporary slag sluiceway primitives;
according to a design drawing and the primitives of the two-way inclined slag sluiceway, extracting slope data of the primitives of a left slope and a right slope, and setting a bottom slope of a left slag sluiceway foundation and a bottom slope of a right slag sluiceway foundation in the temporary primitives of the slag sluiceway according to the slope data to create foundation conditions for bending and anchoring stressed steel bars at the bottom of the slag sluiceway of the transition section;
and drawing the stressed steel bars at the bottom of the bidirectional inclined slag sluiceway, and adjusting the bottom elevation of the temporary primitive of the slag sluiceway.
3. The combination adjustment method for the foundation slag runner transition section of the rectangular slab continuous casting equipment according to claim 2, wherein the step of finely adjusting the primitives of the foundation floor of the bidirectional inclined slag runner in sections specifically comprises the following steps:
and respectively defining the left side and the right side of the temporary primitive of the slag sluiceway and setting the basic thickness, and respectively setting the bidirectional inclined foundation slab in the temporary primitive of the slag sluiceway in a segmented manner according to the slope data of the primitive of the left slope and the primitive of the right slope.
4. The combination and adjustment method for the transition section of the basic slag runner of the rectangular slab continuous casting equipment according to any one of claims 1 to 3, wherein the step of performing segmented combination and adjustment on the primitives of the side wall of the bidirectional inclined slag runner according to software limitation specifically comprises the following steps:
respectively setting a left slag runner side wall primitive and a right slag runner side wall primitive in the bidirectional inclined slag runner side wall primitives, and arranging and anchoring reinforcing steel bars;
and establishing a horizontal rib component on the side wall of the slag sluiceway, and drawing the primitive of the horizontal rib on the side wall of the slag sluiceway.
5. The combination and adjustment method for the foundation sluiceway transition section of the rectangular slab continuous casting equipment according to claim 4, characterized in that when the primitives of the sidewall of the left sluiceway and the sidewall of the right sluiceway are arranged,
and segmenting the primitives of the left-side slag runner side wall and/or the right-side slag runner side wall respectively according to the BIM software rule limitation, and respectively setting the segments of the primitives of the left-side slag runner side wall and the right-side slag runner side wall according to segmented slope data of the left-side and right-side runner walls.
6. The combination adjusting method for the foundation slag runner transition section of the rectangular slab continuous casting equipment according to claim 5, wherein the setting of primitives on the side wall of the left slag runner, the arrangement of reinforcing steel bars and the anchoring connection setting specifically comprise:
dividing the graphic primitive of the sidewall of the left slag runner into three sections of graphic primitives in a local structural form according to the BIM software rule limitation, and setting and adjusting the graphic primitive of the sidewall of the left slag runner according to the three sections of local structural forms;
extracting slope data of the left groove wall in three sections, and respectively and correspondingly setting and adjusting a slope primitive at the bottom of the left slag sluicing groove side wall to be overlapped with the foundation slab;
drawing the stressed steel bars at the top of the left slag sluiceway, and arranging the two-layer bidirectional stressed steel of the foundations at the two sides of the left slag sluiceway.
7. The combination adjusting method for the foundation slag runner transition section of the rectangular slab continuous casting equipment according to claim 5, wherein the setting of primitives on the side wall of the right slag runner, the arrangement of reinforcing steel bars and the anchoring connection setting specifically comprise:
dividing the graphic element on the sidewall of the left slag runner into three sections of graphic elements in a local structure form according to the BIM software rule limit;
arranging and adjusting the graphic elements on the side wall of the left slag sluiceway according to a three-section local form structure;
extracting slope data of the left groove wall in three sections, and respectively and correspondingly setting and adjusting a slope primitive at the bottom of the left slag sluicing groove side wall to be overlapped with the foundation slab;
drawing the stressed steel bars at the top of the left slag sluiceway, and arranging the two-layer bidirectional stressed steel of the foundations at the two sides of the left slag sluiceway.
8. The combination adjusting method of the foundation sluiceway transition section of the rectangular slab continuous casting equipment according to claim 4,
the horizontal rib component on the side wall of the slag sluiceway is built by using the wall body module.
9. The combination and adjustment method for the foundation slag runner transition section of the rectangular slab continuous casting equipment according to any one of claims 1 to 3, characterized in that the fine adjustment is performed on the primitive of the external wall steel bars at the top of the foundation, and specifically comprises the following steps:
newly building a foundation top outer wall component, editing horizontal rib distribution ribs and vertical distribution ribs according to a design drawing, and performing anchoring and connecting setting according to the node requirements of the design drawing;
and drawing a foundation top exterior wall primitive on the foundation top.
10. The combination adjustment method of the foundation sluiceway transition section of the rectangular slab continuous casting equipment according to any one of claims 1 to 3,
each of the steps is performed in BIM software.
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