CN116628832A - Method for rapidly acquiring bottom contour line of foundation bedplate component - Google Patents
Method for rapidly acquiring bottom contour line of foundation bedplate component Download PDFInfo
- Publication number
- CN116628832A CN116628832A CN202310914315.6A CN202310914315A CN116628832A CN 116628832 A CN116628832 A CN 116628832A CN 202310914315 A CN202310914315 A CN 202310914315A CN 116628832 A CN116628832 A CN 116628832A
- Authority
- CN
- China
- Prior art keywords
- foundation
- paving
- model
- layer
- contour
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 238000000034 method Methods 0.000 title claims abstract description 47
- 239000010410 layer Substances 0.000 claims abstract description 70
- 239000002344 surface layer Substances 0.000 claims abstract description 66
- 238000010276 construction Methods 0.000 claims abstract description 21
- 238000006243 chemical reaction Methods 0.000 claims abstract description 20
- 238000004040 coloring Methods 0.000 claims abstract description 13
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 55
- 230000008569 process Effects 0.000 claims description 17
- 239000002689 soil Substances 0.000 claims description 9
- 238000012545 processing Methods 0.000 claims description 8
- 239000011449 brick Substances 0.000 claims description 7
- 238000012546 transfer Methods 0.000 claims description 5
- 230000000295 complement effect Effects 0.000 claims description 3
- 238000009432 framing Methods 0.000 claims description 2
- 238000010586 diagram Methods 0.000 abstract description 9
- 230000005540 biological transmission Effects 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 7
- 238000009412 basement excavation Methods 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 238000005253 cladding Methods 0.000 description 4
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000004364 calculation method Methods 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 238000012217 deletion Methods 0.000 description 1
- 230000037430 deletion Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 230000004927 fusion Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/12—Geometric CAD characterised by design entry means specially adapted for CAD, e.g. graphical user interfaces [GUI] specially adapted for CAD
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T11/00—2D [Two Dimensional] image generation
- G06T11/40—Filling a planar surface by adding surface attributes, e.g. colour or texture
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T7/00—Image analysis
- G06T7/10—Segmentation; Edge detection
- G06T7/13—Edge detection
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Geometry (AREA)
- Theoretical Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Computer Hardware Design (AREA)
- Computational Mathematics (AREA)
- Mathematical Analysis (AREA)
- Mathematical Optimization (AREA)
- Pure & Applied Mathematics (AREA)
- Evolutionary Computation (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Human Computer Interaction (AREA)
- Computer Vision & Pattern Recognition (AREA)
- Road Paving Structures (AREA)
Abstract
The invention discloses a method for rapidly acquiring a bottom contour line of a foundation slab member, which comprises the following steps: s1, building a foundation slab component model; s2, after the built foundation slab component model is rechecked, a foundation slab paving surface layer is built; s3, checking the outline shape of the paving layer in a coloring mode based on the created foundation mat paving layer; s4, the required data information is derived through format conversion among different software, and a foundation slab component model and a contour type are converted; s5, generating and outputting a model bottom projection line, and converting the base member bottom projection line into a base member contour line segment capable of being further deepened. The invention can quickly convert the projection line at the bottom of the foundation member into the outline line segment of the foundation member which can be further deepened, solves the problem of output of the projection line at the bottom of the model, and is a key tie for information transmission conversion between the model and the construction deepening diagram.
Description
Technical Field
The invention relates to the technical field related to construction of structural foundations based on BIM technology, in particular to a method for rapidly acquiring a bottom contour line of a foundation slab member.
Background
In the traditional structural foundation construction, the grooving graph is required to be drawn by technicians in a CAD plane mode, the planar graph is required to be converted into three-dimensional through space imagination in the process, and then is manually drawn and output into the planar graph, so that the construction method is good for small-sized simple engineering, and if a large-sized public project is encountered, the workload is huge.
In order to facilitate drawing, a large amount of overlapping work is required in the conventional foundation trench drawing process, and a large amount of original design drawings are required to be processed during the process, which is also disadvantageous for quick output of the trench drawing. Particularly, each component of a foundation part in a complex large-scale public building is often complicated, a foundation bearing platform is staggered with a water collecting pit, a ramp, a post-pouring belt, a tower crane foundation and engineering piles, the positional relationship of the components is complex, the complex situation of pit sleeving and pit can occur in the foundation part for a structural system of an overground steel structure, the space geometric imagination is difficult to be carried out in a conventional CAD drawing mode, component drawing errors are easy to occur in the drawing process of technicians, and confusion is easy to be caused to the complex foundation components. And because the component quantity is large and the sleeve diagram is modified, the technical personnel check the difficulty is large, and the components are easy to miss. Because the drawing work is carried out on the two-dimensional plane, errors are easy to occur on complex parts of the elevation of the foundation pit, and the spatial relationship cannot be intuitively felt. Because the foundation bedplate part is often designed with more omission, once the foundation bedplate part is changed, the traditional mode can not be quickly adjusted and modified. The foundation pit excavation diagram needs to have certain diagram recognition capability, and a single plan view cannot effectively carry out bottom crossing work for workers. In the foundation stage, the field measurement department, the reinforcing steel bar department, the quality department, the production department and the professional departments all need to refer to the foundation pit grooving diagram for relevant construction operation, and the quick drawing of the construction grooving diagram is a necessary measure capable of effectively saving the construction period in the early stage of construction.
For the aspect of three-dimensional models, because the models of the steel bars and the business departments tend to lag on site, the site information cannot be comprehensively reflected, and the models cannot be referred to when the foundation pit is excavated. For BIM model, traditional foundation slab modeling is rarely combined with foundation ditch excavation equally, only establishes to foundation slab structural part, often can not establish to the surface course, and only structural part can't satisfy the grooving construction, to the huge public project of area, the deviation of a few millimeters also can have an influence to the foundation ditch excavation, later stage more extravagant concrete material. Moreover, the modeling process of the foundation slab is often performed in an internal modeling type or family mode, and the mode has the defects of being inflexible and changeable, and being incapable of being updated quickly in time once adjustment occurs. The foundation bedplate model components are concentrated at the bottom of the model, and the conventional revit pattern cannot output the bedplate model to a construction drawing capable of guiding construction.
Disclosure of Invention
The invention aims to provide a method for quickly acquiring a bottom contour line of a foundation base plate member, which can quickly convert a bottom projection line of the foundation base member into a further deepened contour line of the foundation base member, and solves the problem of output of the bottom projection line of a model.
In order to achieve the above object, the present invention provides a method for rapidly acquiring a bottom contour of a foundation mat member, comprising the steps of:
s1, building a foundation slab component model;
s2, after the built foundation slab component model is rechecked, a foundation slab paving surface layer is built;
s3, checking the outline shape of the paving layer in a coloring mode based on the created foundation mat paving layer;
s4, the required data information is derived through format conversion among different software, and a foundation slab component model and a contour type are converted;
s5, generating and outputting a model bottom projection line, and converting the base member bottom projection line into a base member contour line segment capable of being further deepened.
In one embodiment of the present invention, in step S1, building a foundation mat member model includes:
s11, encoding the complex area component of the foundation slab comprises the following steps: analyzing a drawing, coding a foundation slab component in the drawing according to a flowing water section and a junction condition, and naming the file names of the intermediate process according to the codes;
s12, rapidly establishing a foundation slab component model by utilizing the function of the floor edge;
s13, rechecking the established foundation slab component model.
In an embodiment of the present invention, in step S2, creating a foundation mat layup skin includes: calculate the surface course thickness of structural face to soil layer, establish the surface course type, carry out the surface course and spread the subsides and draw, wherein, the foundation slab spreads the veneer layer and includes: the bottom surface layer, the side surface layer, the floor edge and the foundation slab are integrally paved with the surface layer.
In one embodiment of the present invention, in step S2, for the member of the upright slope, if a brick bed-jig is used, the thickness of the brick bed-jig from the soil layer is considered, and the surface layer type is established; for the water collecting pit component, each surface is required to be paved and pasted, and the plate bottom of the foundation plate is also required to be paved and pasted,
wherein, the surface layer paving of the water collecting pit comprises the following steps:
s21, rechecking elevation of each component;
s22, establishing a surface layer type;
s23, drawing a side surface paving layer;
s24, utilizing the edge function of the floor slab to complement the foundation component with the side edge of the water collection pit as an inclined plane;
s25, drawing a paving layer at the bottom of the water collection pit;
s26, editing the outline of the paving layer at the bottom of the water pit, and ensuring that the edge of the surface layer is outside the side paving layer.
In one embodiment of the present invention, in step S3, viewing the overlay profile in the coloring mode based on the created foundation mat overlay, includes:
two edges of the laminated layer model are reserved for later deepening positioning aiming at the side surface paving;
aiming at the intersection line of the lower part of the bottom paving surface layer and the side paving surface layer, the intersection line is the lower mouth line of the foundation pit in actual foundation pit deepening, and needs to be reserved in the deepening;
aiming at the intersection line of the upper parts of the bottom paving layer and the side paving layers, the bottom paving layer and the side paving layer need to be deleted in depth;
aiming at the edge contour line of the bottom paving laminated model, the edge contour line needs to be deleted in deepening;
aiming at the edge line segments of the lateral surface paving laminated layers, the edge line segments need to be deleted in deepening;
aiming at the intersection line of a paving surface layer of a foundation slab and the edge of a floor slab, the intersection line is the upper opening line of the foundation pit in actual foundation pit deepening, and needs to be reserved in the deepening.
In one embodiment of the present invention, in step S4, the required data information is derived through format conversion between different software, and the conversion is performed to obtain the base plate member model and the contour type, including:
s41, paving a laminated layer, and checking: acquiring contour lines of all foundation base plate components through Boolean intersection of a Revit model, opening a hidden line display mode in Revit, generating intersection lines if the components are successfully fastened and subtracted, and generating wireless sections if the components are unsuccessful;
s42, hiding the component: determining a region needing to be deepened according to the base plate member codes, independently framing the base member needing to be deepened, hiding other members, only reserving a surface layer and connecting members, avoiding the occurrence of redundant lines to interfere with the deepening result, and independently reserving the members connected with the deepening position;
s43, model data transfer processing: and (3) exporting the paving surface layer to be processed reserved in the step S42 into an SAT format, and then loading and further outputting the iges file capable of entering the Rhino in the CAD, so that the model and the linear file in the Revit are imported into the Rhino for subsequent operation processing.
In one embodiment of the present invention, in step S5, generating and outputting the model bottom projection line, converting the base member bottom projection line into a base member contour line segment that can be further deepened, includes:
s51, importing the ies file into a rho, and changing a software display mode into a coloring mode;
s52, performing paving surface layer color treatment;
s53, generating a component bottom projection;
s54, coloring the intersecting lines of the bottom paving surface and the side paving surface;
s55, outputting two-dimensional data.
In an embodiment of the present invention, in step S52, a paving-side layer color process is performed, including: selecting a top plate model of a water pit paving layer, and adjusting the color of a model layer to be red for generating a red contour line later; in step S53, generating a component bottom projection, comprising: and selecting a model part needing to be mapped in a frame mode, and utilizing the function of establishing a 2D map view in a rho map tab, selecting a working plane option in projection, and generating a base member overlook projection view consistent with the bottom of the water pit.
In one embodiment of the present invention, in step S55, two-dimensional data output includes: selecting a top projection view, clicking a base point in a file tab to export, selecting the base point, exporting the top projection view, and respectively corresponding the exported conversion line types of the foundation slab components to line segments in the foundation slab paving surface layer creating step one by one.
In one embodiment of the present invention, in step S12, the rapid creation of the foundation slab member model using the function of the slab edge includes:
s121, establishing a profile family: the method comprises the steps of building a foundation slab component model by combining with a construction site practice, dividing a contour family into an overhanging contour family and a non-overhanging contour family, respectively corresponding to parameterizable angle changes, and respectively classifying the contour families according to 90 degrees, 60 degrees and 45 degrees;
s122, building a floor edge type: comprehensively judging drawings, selecting from overhanging profile families and non-overhanging profile families, and establishing corresponding floor slab edge types;
s123, arranging a water pit member by utilizing the edges of the floor slab: when the water pit is drawn, the bottom plate of the water pit is drawn according to the drawing by utilizing the structure foundation-floor function, each side of the water pit needs to be drawn independently in the four-side creation process of the water pit, and the rapid model establishment is carried out on complex foundation parts of nesting of the water pit and the water pit, nesting of the water pit and the drop plate and nesting of the water pit and the bearing platform through the combined connection of different floor edge examples.
Compared with the prior art, the invention has the following advantages: according to the invention, the foundation base plate paving surface layer is established after the built foundation base plate component model is rechecked, so that the surface layer between the main body structure and the soil layer can be quickly paved, an accurate deepening result can be conveniently obtained in the later period, the bottom projection line of the foundation component can be quickly converted into a foundation component contour line section capable of being further deepened through the generation and output of the bottom projection line of the model, the color of the generated projection line section can be quickly modified, the number of components is not limited, the problem of outputting the bottom projection line of the model is solved, and the foundation base plate paving surface layer paving method is a key tie for information transfer conversion between the model and a construction deepening diagram.
Drawings
FIG. 1 is a flow chart of a method for quickly acquiring a bottom contour of a foundation mat member according to one embodiment of the present invention;
FIG. 2 is a partial schematic view of a floor mat layup according to one embodiment of the invention;
FIG. 3 is a schematic view of a paving facing in accordance with one embodiment of the present invention.
Detailed Description
The following detailed description of embodiments of the invention is, therefore, to be taken in conjunction with the accompanying drawings, and it is to be understood that the scope of the invention is not limited to the specific embodiments.
Throughout the specification and claims, unless explicitly stated otherwise, the term "comprise" or variations thereof such as "comprises" or "comprising", etc. will be understood to include the stated element or component without excluding other elements or components.
As shown in fig. 1, the method for rapidly acquiring the bottom contour of the base plate member according to the preferred embodiment of the present invention comprises the steps of:
and S1, building a foundation slab component model.
And S2, after the built foundation mat component model is rechecked, a foundation mat paving surface layer is built.
Step S3, based on the created foundation mat paving layer, checking the contour line type of the paving layer in a coloring mode.
And S4, converting formats among different software to obtain required data information, and converting the required data information into a foundation slab component model and a contour type.
And S5, generating and outputting a model bottom projection line, and converting the base member bottom projection line into a base member contour line segment capable of being further deepened.
Specifically, in step S1, a foundation mat member model is built, including:
the step S11 of encoding the complex area component of the foundation slab comprises the following steps: analyzing the drawing, coding the foundation slab component in the drawing according to the flowing water section and the intersection condition, and naming the file names of the intermediate process according to the codes, so that the later tracing and integration are facilitated;
step S12, rapidly establishing a foundation slab component model by utilizing the function of the floor edge, and specifically comprising the following steps:
step S121, establishing a profile family: in order to quickly establish foundation slab model components such as a water pit and the like, the water pit is established by means of the edges of the floor slab. Three key parameters are established in the profile family: pit bottom to raft bottom height, slope angle and raft thickness. Because the foundation slab model needs to be established by combining with the field reality, and the structural design drawing and the field reality steel bar sample turning condition are combined, the profile groups are divided into an overhanging profile group and a non-overhanging profile group, and the overhanging profile groups correspond to parameterizable angle changes respectively. To accommodate for the rapid placement in a variety of scenarios, the family of profiles are categorized by 90 degrees, 60 degrees, and 45 degrees, respectively.
Wherein, overhanging profile family:
45 degrees: the method is applied to edge arrangement of the landing plate area and the edge arrangement of the civil air defense water pit;
60 degrees: is applied to most of water collection pits;
90 degrees: the method is applied to the edge position of the bearing platform and the edge position of the foundation raft;
non-overhanging family of contours:
45 degrees: slope treatment is carried out at the high and low plates;
60 degrees: the method is used for the slope of the ground beam.
Step S122, building floor edge types: comprehensively judging drawings, selecting from overhanging profile families and non-overhanging profile families, and establishing corresponding floor slab edge types;
step S123, arranging foundation members such as a water pit by utilizing the edges of the floor slab. And (4) reversely drawing the foundation slab model to create a floor slab edge example. When the water pit is drawn, the bottom plate of the water pit is drawn according to the figure by using the function of 'structure foundation-floor slab' (the positioning line of the water pit can be rapidly obtained by the mode); in the four-side building process of the water pit, each side needs to be drawn independently, the flexibility of the method is reduced by continuous drawing, the floor edges are connected into a whole, and inconvenience is brought to the building of different models of each side and the later modification and adjustment, so that special attention is paid to modeling. The 90-degree overhanging floor slab edge is flexible, not only can be connected with a foundation member, but also can be further connected with other floor slab edges, and the complex foundation parts such as the nesting of the water pit and the water pit, the nesting of the water pit and the drop plate, the nesting of the water pit and the bearing platform and the like can be quickly built by combining and connecting different floor slab edge examples.
The invention establishes the foundation slab member by using the mode of the floor slab edge, and can freely adjust the length of the floor slab edge, thereby further expanding the degree of freedom of model establishment. According to different components and different slope releasing angles, the method can be used for rapidly processing the slope releasing of other components, so that the modeling efficiency is greatly improved, the field reality is restored, and the application inaccuracy of post calculation and the like caused by insufficient model precision is avoided.
Step S13, rechecking the established foundation slab component model: and the model accuracy is ensured by multipartite checking of the established foundation mat model.
In the traditional two-dimensional deepening mode of foundation pit excavation, the staggered fusion of complex components is difficult to treat, and the deepening treatment from a structural layer to a soil layer is realized. The positions of the upper and lower mouth lines of the foundation pit excavation are completely different between the paving surface layer and the non-paving surface layer. The concrete part model is simply built far from enough, and for projects with huge field areas, if a paving surface layer is not considered, accurate field guidance is carried out without accurate foundation pit excavation diagrams, the serious waste of the later concrete amount can be caused, namely the field cannot be finely managed from the step of grooving, and the method is one of reasons for poor calculated amount of BIM foundation slabs and field existence. Secondly, if the surface layer is not considered, the later-stage steel bar construction is affected, the consumption of the steel bars is wasted, and if the shape of the foundation pit is not matched with the shape of the steel bar turning, the steel bars are required to be disassembled and changed, so that a large amount of manpower and material resources are wasted, and the time period of the subsequent foundation construction is greatly restricted. In order to accurately guide site construction, each factor affecting foundation pit excavation must be considered. Through technical communication with the actual construction site, the thickness of the surface layer is determined, and the surface layer between the main body structure and the soil layer is quickly paved by using the plug-in unit, so that an accurate deepened result can be obtained in the later period.
Specifically, in step S2, creating a foundation mat-laying surface layer includes: calculating the surface layer thickness from the structural surface to the soil layer, establishing the surface layer type, paving and drawing the surface layer, and paving the surface layer by the foundation slab as shown in fig. 2, wherein the foundation slab comprises: a bottom cladding layer 201, a side cladding layer 202, a side cladding layer floor edge 203, and a foundation slab overall cladding layer 204.
Further, in step S2, if a brick bed-jig is adopted for the member of the upright slope, the thickness of the brick bed-jig from the brick bed-jig to the soil layer is considered, and a surface layer type is established; for the pit member, the surface layer is required to be laid on each surface, and the plate bottom of the foundation plate is also required to be laid.
Wherein, the surface layer paving of the water collecting pit comprises the following steps:
s21, checking elevation of each component;
step S22, establishing a surface layer type;
step S23, drawing a side surface paving layer;
s24, utilizing the edge function of the floor slab to complement foundation components with the side edges of the water collection pit as inclined planes;
s25, drawing a paving layer at the bottom of the water collection pit;
and S26, editing the outline of the paving layer at the bottom of the water pit, and ensuring that the edge of the surface layer is outside the side paving layer.
Specifically, in step S3, viewing the overlay layer contour line in the coloring mode based on the created foundation mat overlay layer includes:
two edges 301 of the laminated layer model are reserved for later deepening positioning aiming at the side surface paving;
aiming at the intersection line 302 of the lower part of the bottom paving surface layer and the side paving surface layer, the intersection line is the lower mouth line of the foundation pit in actual foundation pit deepening, and needs to be reserved in the deepening;
aiming at the intersection line 303 of the upper part of the bottom paving layer and the side paving layer, the bottom paving layer and the side paving layer need to be deleted in depth;
aiming at the edge contour line 304 of the bottom paving laminated model, the edge contour line needs to be deleted in deepening;
aiming at the edge line segments 305 of the lateral paving laminated layers, the edge line segments need to be deleted in deepening;
aiming at the intersection line 306 of the paving surface layer of the foundation slab and the edge of the floor slab, the intersection line is the upper opening line of the foundation pit in actual foundation pit deepening, and needs to be reserved in the deepening.
When the traditional two-dimensional deepening mode meets complex and intersected base components, line segments are often required to be offset by experience and strong geometric imagination, various calculations are also required in the process, the complexity is very high, the deepening threshold and the deepening time of a foundation pit grooving deepening chart are greatly increased, the time is increased, the construction of each subsequent process is restricted, and the construction period is increased intangibly. Because the base plate member is different from other conventional structural members, in an inverted relationship, it is not possible to output a bottom projected pattern thereof for use in the undercut deepening pattern in a conventional manner. The invention innovatively explores a method for quickly acquiring the bottom contour line of a foundation slab component.
Specifically, in step S4, required data information is derived through format conversion among different software, and a base plate component model and a contour type are converted, which includes:
step S41, paving a laminated layer, and checking: and acquiring the contour lines of the foundation base plate components through Boolean intersection of the Revit model, opening a hidden line display mode in the Revit, generating intersection lines if the components are successfully fastened and subtracted, and generating wireless sections if the components are unsuccessful. By using the method, the model contour line can be checked, and line segment deletion in the later deepening stage is avoided.
Step S42, hiding the component: according to the base plate member code, confirm the region that needs the deepening, the independent frame selects the base member that needs the deepening, hides other components, only leaves surface course and connecting element, avoids the appearance interference deepening result of unnecessary lines, will carry out independent reservation with the member that deepens the position and connect.
Step S43, model data transfer processing: and (3) exporting the paving surface layer to be processed reserved in the step S42 into an SAT format, and then loading and further outputting the iges file capable of entering the Rhino in the CAD, so that the model and the linear file in the Revit are imported into the Rhino for subsequent operation processing. It should be noted that the names of the intermediate process files are named according to the basic component codes in step S41, so as to ensure the uniformity of the deepened information sources.
Specifically, in step S5, generating and outputting a model bottom projection line, converting the base member bottom projection line into a base member contour line segment capable of being further deepened, including:
step S51, importing the ies file into a rho, and changing a software display mode into a coloring mode;
step S52, performing paving surface layer color treatment: selecting a water pit paving veneer layer top plate model, and adjusting the color of a model layer to be red, so that a red contour line can be generated later, the rapid identification of subsequent deepening treatment is facilitated, and the deepening linear treatment is accelerated;
step S53, generating a component bottom projection: and selecting a model part needing to be mapped in a frame mode, and utilizing the function of establishing a 2D map view in a rho map tab, selecting a working plane option in projection, and generating a base member overlook projection view consistent with the bottom of the water pit. The method greatly improves the efficiency, can quickly acquire the projection plane view of the bottom model, and can be widely applied to other situations.
Step S54, the intersection line coloring treatment of the bottom paving and the side paving: and the color of the intersecting line layer of the top plate is adjusted to be green, so that judgment in the late deepening process is facilitated.
Step S55, outputting two-dimensional data: selecting the top projection view, clicking the file tab to export with the base point, selecting the base point, and exporting the top projection view. The derived conversion line types of the foundation mat components are respectively in one-to-one correspondence with line segments in the foundation mat laying surface layer creating step.
The derived foundation mat component conversion patterns are in one-to-one correspondence with the laying surface layer patterns in the foundation mat laying surface layer creating step, respectively. Wherein, in the transformation line type of the foundation slab component, two line segments corresponding to the side surface paving surface layer model side line 301 can be reserved for positioning in the later deepening. The line segment corresponding to the intersection line 302 of the lower part of the bottom paving surface layer and the lower part of the side paving surface layer in the foundation slab component conversion line type is a foundation pit lower opening line, the mark in Rhino is green, and the later deepening is reserved. The line segment corresponding to the intersection 303 of the bottom overlay layer and the upper portion of the side overlay layer in the base plate member conversion line is later deepened and deleted. And (3) a line segment corresponding to the edge contour line 304 of the bottom paving surface layer model in the conversion line type of the foundation slab component, wherein the Rhino mark is red and is used for rechecking the line segment position and later deepening and deleting. The base plate member conversion line type and the side paving laminated layer edge line segment 305 are deleted in the deepening; the intersection line 306 between the floor surface layer and the floor edge in the floor member conversion line is a pit upper opening line, and the mark of the Rhino is magenta, and the later deepened reservation is realized.
The step can quickly convert the projection line at the bottom of the base component into the line segment of the outline of the base component which can be further deepened, the color of the generated projection line segment can be quickly modified, and the number of components is not limited. The step is also the core of the embodiment in the step of model linear extraction and processing, solves the problem of model bottom projection line output, and is a key tie for information transfer conversion between the model and the construction deepening diagram.
The foregoing descriptions of specific exemplary embodiments of the present invention are presented for purposes of illustration and description. It is not intended to limit the invention to the precise form disclosed, and obviously many modifications and variations are possible in light of the above teaching. The exemplary embodiments were chosen and described in order to explain the specific principles of the invention and its practical application to thereby enable one skilled in the art to make and utilize the invention in various exemplary embodiments and with various modifications as are suited to the particular use contemplated. It is intended that the scope of the invention be defined by the claims and their equivalents.
Claims (10)
1. A method for rapidly acquiring a bottom contour of a base plate member, comprising the steps of:
s1, building a foundation slab component model;
s2, after the built foundation slab component model is rechecked, a foundation slab paving surface layer is built;
s3, based on the created foundation mat paving layer, checking the contour line type of the paving layer in a coloring mode;
s4, the required data information is derived through format conversion among different software, and a foundation slab component model and a contour type are converted;
s5, generating and outputting a model bottom projection line, and converting the base member bottom projection line into a base member contour line segment capable of being further deepened.
2. The method of rapidly acquiring a bottom contour of a floor element according to claim 1, wherein in step S1, modeling the floor element comprises:
s11, encoding the complex area component of the foundation slab comprises the following steps: analyzing a drawing, coding a foundation slab component in the drawing according to a flowing water section and a junction condition, and naming the file names of the intermediate process according to the codes;
s12, rapidly establishing a foundation slab component model by utilizing the function of the floor edge;
s13, rechecking the established foundation slab component model.
3. The method of rapidly acquiring a bottom contour of a foundation mat member as claimed in claim 1, wherein in step S2, creating a foundation mat layup surface layer comprises: calculate the surface course thickness of structural face to soil layer, establish the surface course type, carry out the surface course and spread the subsides and draw, wherein, the foundation slab spreads the veneer layer and includes: the bottom surface layer, the side surface layer, the floor edge and the foundation slab are integrally paved with the surface layer.
4. A method for rapidly obtaining the bottom contour of a foundation slab member according to claim 3, wherein in step S2, for the member of the upright slope, if a brick bed is used, the thickness of the brick bed to the soil layer is considered as well, and the surface layer type is established; for the water collecting pit component, each surface is required to be paved and pasted, and the bottom of the foundation slab is also required to be paved and pasted;
wherein, the surface layer paving of the water collecting pit comprises the following steps:
s21, rechecking elevation of each component;
s22, establishing a surface layer type;
s23, drawing a side surface paving layer;
s24, utilizing the edge function of the floor slab to complement the foundation component with the side edge of the water collection pit as an inclined plane;
s25, drawing a paving layer at the bottom of the water collection pit;
s26, editing the outline of the paving layer at the bottom of the water pit, and ensuring that the edge of the surface layer is outside the side paving layer.
5. The method of rapidly acquiring a floor member bottom contour line as claimed in claim 4, wherein, in step S3, based on the created floor mat overlay, viewing the overlay contour line in a coloring mode comprises:
two edges of the laminated layer model are reserved for later deepening positioning aiming at the side surface paving;
aiming at the intersection line of the lower part of the bottom paving surface layer and the side paving surface layer, the intersection line is the lower mouth line of the foundation pit in actual foundation pit deepening, and needs to be reserved in the deepening;
aiming at the intersection line of the upper parts of the bottom paving layer and the side paving layers, the bottom paving layer and the side paving layer need to be deleted in depth;
aiming at the edge contour line of the bottom paving laminated model, the edge contour line needs to be deleted in deepening;
aiming at the edge line segments of the lateral surface paving laminated layers, the edge line segments need to be deleted in deepening;
aiming at the intersection line of a paving surface layer of a foundation slab and the edge of a floor slab, the intersection line is the upper opening line of the foundation pit in actual foundation pit deepening, and needs to be reserved in the deepening.
6. The method of claim 5, wherein in step S4, the required data information is derived by format conversion between different software, and the conversion of the base plate member model and the profile includes:
s41, paving a laminated layer, and checking: acquiring contour lines of all foundation base plate components through Boolean intersection of a Revit model, opening a hidden line display mode in Revit, generating intersection lines if the components are successfully fastened and subtracted, and generating wireless sections if the components are unsuccessful;
s42, hiding the component: determining a region needing to be deepened according to the base plate member codes, independently framing the base member needing to be deepened, hiding other members, only reserving a surface layer and connecting members, avoiding the occurrence of redundant lines to interfere with the deepening result, and independently reserving the members connected with the deepening position;
s43, model data transfer processing: and (3) exporting the paving surface layer to be processed reserved in the step S42 into an SAT format, and then loading and further outputting the iges file capable of entering the Rhino in the CAD, so that the model and the linear file in the Revit are imported into the Rhino for subsequent operation processing.
7. The method of claim 6, wherein in step S5, generating and outputting model bottom projection lines to transform the base member bottom projection lines into base member contour segments that can be further deepened, comprises:
s51, importing the ies file into a rho, and changing a software display mode into a coloring mode;
s52, performing paving surface layer color treatment;
s53, generating a component bottom projection;
s54, coloring the intersecting lines of the bottom paving surface and the side paving surface;
s55, outputting two-dimensional data.
8. The method of rapidly acquiring a bottom contour of a floor element as defined in claim 7, wherein in step S52, a paving surface layer color process is performed comprising: selecting a top plate model of a water pit paving layer, and adjusting the color of a model layer to be red for generating a red contour line later; in step S53, generating a component bottom projection, comprising: and selecting a model part needing to be mapped in a frame mode, and utilizing the function of establishing a 2D map view in a rho map tab, selecting a working plane option in projection, and generating a base member overlook projection view consistent with the bottom of the water pit.
9. The method of rapidly acquiring a bottom contour of a foundation mat member as claimed in claim 8, wherein in step S55, the two-dimensional data output comprises: selecting a top projection view, clicking a base point in a file tab to export, selecting the base point, exporting the top projection view, and respectively corresponding the exported conversion line types of the foundation slab components to line segments in the foundation slab paving surface layer creating step one by one.
10. The method of quickly acquiring a bottom contour of a floor element according to claim 2, wherein in step S12, quickly modeling the floor element using the function of the floor edge comprises:
s121, establishing a profile family: the method comprises the steps of building a foundation slab component model by combining with a construction site practice, dividing a contour family into an overhanging contour family and a non-overhanging contour family, respectively corresponding to parameterizable angle changes, and respectively classifying the contour families according to 90 degrees, 60 degrees and 45 degrees;
s122, building a floor edge type: comprehensively judging drawings, selecting from overhanging profile families and non-overhanging profile families, and establishing corresponding floor slab edge types;
s123, arranging a water pit member by utilizing the edges of the floor slab: when the water pit is drawn, the bottom plate of the water pit is drawn according to the drawing by utilizing the structure foundation-floor function, each side of the water pit needs to be drawn independently in the four-side creation process of the water pit, and the rapid model establishment is carried out on complex foundation parts of nesting of the water pit and the water pit, nesting of the water pit and the drop plate and nesting of the water pit and the bearing platform through the combined connection of different floor edge examples.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310914315.6A CN116628832B (en) | 2023-07-25 | 2023-07-25 | Method for rapidly acquiring bottom contour line of foundation bedplate component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310914315.6A CN116628832B (en) | 2023-07-25 | 2023-07-25 | Method for rapidly acquiring bottom contour line of foundation bedplate component |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN116628832A true CN116628832A (en) | 2023-08-22 |
| CN116628832B CN116628832B (en) | 2023-11-21 |
Family
ID=87613870
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310914315.6A Active CN116628832B (en) | 2023-07-25 | 2023-07-25 | Method for rapidly acquiring bottom contour line of foundation bedplate component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116628832B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118607079A (en) * | 2024-08-07 | 2024-09-06 | 北京市第三建筑工程有限公司 | BIM-based complex roof slope finding method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2344231C1 (en) * | 2007-12-03 | 2009-01-20 | Анатолий Никифорович Саурин | Method of foundation bed construction by horizontal reinforcing with precast concrete components |
| CN111859511A (en) * | 2020-07-28 | 2020-10-30 | 苏州金螳螂三维软件有限公司 | Method and device for generating vertical face construction drawing by building model |
| WO2021103399A1 (en) * | 2019-11-25 | 2021-06-03 | 杭州群核信息技术有限公司 | Cloud computing-based cross-surface complex paving unified designing method |
| CN115587412A (en) * | 2022-10-19 | 2023-01-10 | 中国建筑第五工程局有限公司 | Light wood structure wall frame modeling and calculating method based on Rhino Inside Revit |
| WO2023049176A1 (en) * | 2021-09-21 | 2023-03-30 | Protea Intelligence, Inc. | Parametric cost-modeling system and method |
-
2023
- 2023-07-25 CN CN202310914315.6A patent/CN116628832B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| RU2344231C1 (en) * | 2007-12-03 | 2009-01-20 | Анатолий Никифорович Саурин | Method of foundation bed construction by horizontal reinforcing with precast concrete components |
| WO2021103399A1 (en) * | 2019-11-25 | 2021-06-03 | 杭州群核信息技术有限公司 | Cloud computing-based cross-surface complex paving unified designing method |
| CN111859511A (en) * | 2020-07-28 | 2020-10-30 | 苏州金螳螂三维软件有限公司 | Method and device for generating vertical face construction drawing by building model |
| WO2023049176A1 (en) * | 2021-09-21 | 2023-03-30 | Protea Intelligence, Inc. | Parametric cost-modeling system and method |
| CN115587412A (en) * | 2022-10-19 | 2023-01-10 | 中国建筑第五工程局有限公司 | Light wood structure wall frame modeling and calculating method based on Rhino Inside Revit |
Non-Patent Citations (3)
| Title |
|---|
| 刘海洋;: "交互设计的实践性探索", 城市建筑, no. 06 * |
| 崔建伟;: "土模在桥梁施工中的应用", 建设科技, no. 11 * |
| 巩玉发;姜雨佳;: "基于参数化设计的建筑实例研究", 建筑与文化, no. 11 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN118607079A (en) * | 2024-08-07 | 2024-09-06 | 北京市第三建筑工程有限公司 | BIM-based complex roof slope finding method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN116628832B (en) | 2023-11-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109472074B (en) | Digital design and virtual construction method capable of implementing forward construction engineering | |
| WO2021128675A1 (en) | Bim technology-based method for constructing underground continuous wall | |
| CN111578916B (en) | Intelligent paying-off construction method in decoration engineering based on BIM technology | |
| CN116628832B (en) | Method for rapidly acquiring bottom contour line of foundation bedplate component | |
| CN104746884B (en) | Method for hoisting prefabricated parts of assembled building | |
| CN110046364A (en) | A kind of method for computing work amount based on BIM technology | |
| CN112948945B (en) | Comprehensive treatment method for rain and sewage pipe network by combining BIM (building information modeling) with AR (augmented reality) technology | |
| CN106202723A (en) | A kind of BIM subway work method | |
| CN110287513A (en) | A kind of built-in fitting construction method based on BIM technology | |
| CN106284976A (en) | Revit-based aluminum alloy template matching method | |
| CN110532719A (en) | A kind of construction site Method of Earthwok Calculation and device | |
| CN110080114A (en) | A kind of visualization prefabricated stand column construction method based on BIM technology | |
| CN113358156A (en) | Construction method for positioning and detecting arc-shaped concrete member template based on BIM technology | |
| CN111125820A (en) | BIM + GIS-based construction site space virtual construction method | |
| CN109025319A (en) | A kind of prefabricated components butt joint interface quality testing and method of disposal | |
| CN115114716B (en) | BIM-based subway shield interval contact channel pre-assembly method | |
| CN110489896A (en) | A kind of temporary engineering addressing and design method based on multisource data fusion technology | |
| CN108550086B (en) | Underground excavation station construction progress identification method and system | |
| CN111597625A (en) | Foundation pit support excavation quality control method based on BIM | |
| CN110565856B (en) | Quick installation method for double-curved-surface metal plate curtain wall | |
| CN106052553A (en) | Civil engineering temporary works design optimization method and device based on three-dimensional laser scanning | |
| CN118427941A (en) | Method for calculating elevation of special-shaped cambered surface ramp structure beam based on BIM technology | |
| CN114580057A (en) | Comprehensive pipe rack pipeline outlet design method based on BIM | |
| CN114912172A (en) | Method for rapidly obtaining coordinates and elevation of excavation control point of foundation pit | |
| CN116628833B (en) | BIM technology-based method for rapidly drawing deep drawing of foundation trench |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |