CN112163249A - Construction method of full-parametric three-dimensional model structure of hydraulic construction excavation slope - Google Patents
Construction method of full-parametric three-dimensional model structure of hydraulic construction excavation slope Download PDFInfo
- Publication number
- CN112163249A CN112163249A CN202010746335.3A CN202010746335A CN112163249A CN 112163249 A CN112163249 A CN 112163249A CN 202010746335 A CN202010746335 A CN 202010746335A CN 112163249 A CN112163249 A CN 112163249A
- Authority
- CN
- China
- Prior art keywords
- slope
- berm
- line
- excavation
- lane
- 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
Images
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]
- G06F30/20—Design optimisation, verification or simulation
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06T—IMAGE DATA PROCESSING OR GENERATION, IN GENERAL
- G06T17/00—Three dimensional [3D] modelling, e.g. data description of 3D objects
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Geometry (AREA)
- Theoretical Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Computer Hardware Design (AREA)
- Evolutionary Computation (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Computational Mathematics (AREA)
- Mathematical Analysis (AREA)
- Mathematical Optimization (AREA)
- Pure & Applied Mathematics (AREA)
- Computer Graphics (AREA)
- Software Systems (AREA)
- Road Paving Structures (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The invention relates to the technical field of three-dimensional digital model construction, and discloses a construction method of a hydraulic construction excavation slope fully-parameterized three-dimensional model structure, which comprises the following steps: drawing a slope line by referring to a base building surface boundary, building a berm line characteristic level assembly, a berm slope unit level assembly, a current level berm slope component level assembly and an integral berm slope surface integral level assembly, and finally, calculating to form an excavation berm slope surface three-dimensional model and a supporting surface by taking an integral berm slope surface and slope surface opening line as input of the excavation berm slope surface integral level assembly. The method for constructing the fully-parameterized three-dimensional model structure of the hydraulic structure excavation side slope is used for structuring the hydraulic structure excavation side slope model based on the geometric characteristics of the hydraulic structure excavation side slope, and can be used for quickly establishing the three-dimensional parameterized model of the hydraulic structure excavation side slope.
Description
Technical Field
The invention relates to the technical field of three-dimensional digital model construction, in particular to a construction method of a full-parametric three-dimensional model structure of a hydraulic construction excavation slope.
Background
The side slope is a general name of an artificial side slope and a natural bank slope, and the side slope excavation is a process of artificially transforming the natural side slope and follows the principle of less excavation and less disturbance. The arrangement, slope releasing and stability of the excavated slope are one of the problems which must be considered in the arrangement and design of hydraulic buildings, and the shape and parameters of the excavated slope are closely related to the terrain and geology.
At present, slope arrangement and design are carried out on a slope excavation design under a two-dimensional CAD according to a geographic environment, the slope ratio and the height of the slope are adjusted according to section geological conditions so as to meet the design requirements of slope stability and smaller excavation amount, and the two-dimensional method is low in parameterization degree and relevance, so that the adjustment and slope placement modification workload is large, and some slope excavation needs to be designed and drawn again. Most of the slope three-dimensional design modeling is to use a three-dimensional tool to perform rollover on the basis of the existing two-dimensional design drawing, so that the three-dimensional expression effect is achieved. The method has the problems that the structure of a berm slope surface is simple and not fine, the detail of a slope model is difficult to adjust according to geological conditions, the design requirements of slope change, height change, width change and the like of the excavation slope of the hydraulic building are difficult to meet, when the slope is set to be greatly changed due to the refinement of geological data, the three-dimensional model basically needs to be rebuilt, and the three-dimensional model of the excavation slope of the hydraulic building is difficult to quickly build and dynamically modify.
Disclosure of Invention
The invention aims to provide a method for constructing a full-parametric three-dimensional model structure of an excavation slope of a hydraulic building, aiming at the defects of the technology.
In order to achieve the purpose, the construction method of the full-parametric three-dimensional model structure of the hydraulic construction excavation slope, which is designed by the invention, comprises the following steps:
1) drawing a slope line by referring to the boundary of the building base plane;
2) establishing a fairway inside line and a fairway outside line, wherein the input conditions comprise an upper fairway inside line (initial slope starting line), the input parameters comprise a slope height, a fairway width and a slope ratio coefficient, and the fairway inside line and the fairway outside line are output;
3) establishing a component level assembly of a ramp surface unit, inputting conditions including an upper-level inner ramp line, a current-level outer ramp line and a current-level inner ramp line, inputting parameters including the number of the ramp surface unit, and outputting the ramp surface unit;
4) putting the unit element level components of the same level of the lane slope surface into a sub-graph set to form a component level component of the current level of the lane slope surface, and putting the sub-graph sets of all levels of the lane slope surface into an integral graph set of the lane slope surface;
5) the integral berm slope is formed by all berm slope units to form an integral assembly, the input conditions comprise berm slope collection and ground surface, and the integral berm slope and slope opening line are output.
6) And the integral berm slope and the slope opening line are used as input of an integral component of the excavation berm slope, and a three-dimensional model and a supporting surface of the excavation berm slope are formed through calculation.
Preferably, in the step 2), establishing a crosswalk feature level component includes the following steps:
2a) establishing a parameter set, and placing design parameters of the slope surface of the fairway at the current level, namely placing the slope height, the width and the slope ratio coefficient of the design parameters;
2b) scattering the inner line of the superior fairway (the initial slope starting line) into line segments, and calculating (comprising translation, trimming and combination) to generate the inner line of the home fairway and the outer line of the home fairway according to the slope height, the width and the slope ratio coefficient of the corresponding line segments in the parameter set;
2c) and packaging the processes to establish a characteristic level component.
Preferably, the excavation side slope surface is composed of a berm slope surface unit, each berm slope surface unit is controlled by a group of parameters including slope height, berm width and slope ratio coefficient, when geological data change, corresponding parameter values are modified by matching geological conditions, and the whole excavation side slope three-dimensional model is driven from the beginning of updating of the berm line feature level assembly.
Preferably, the sidewalk characteristic level assembly controls all the sidewalk slope units at the same level, the sidewalk input parameters include the slope height, the sidewalk width and the slope ratio coefficient of the sidewalk slope units at the same level, the sidewalk is composed of a plurality of sections, each section is horizontally translated by the corresponding section of the superior sidewalk, then the horizontal translation amount of the section, the front section and the rear section determines the horizontal translation sidewalk line of the section according to the 'getting big rule', then the horizontal translation sidewalk line of the section is vertically translated, then the height value of the section, the front section and the rear section determines the sidewalk line of the section according to the 'getting high rule', and finally all the sidewalk lines are combined to form the whole sidewalk.
Preferably, the lane slope units are managed by using an overall graph set, the lane slope units at the same level are in the same sub-graph set, each sub-graph set is placed in the overall graph set, and the sub-graph sets at the level are linked with the sub-graph sets at the upper level by using lane lines.
Preferably, the addition operation of the elements in the same graphic set is defined as the combination of the geometric figures, and the requirements of the graphic set and the addition operation meet the following requirements: any one of the road slope units only belongs to one sub-graph set, and the sub-graph set belongs to the whole graph set; any one of the graphic sets has unit elements, the unit elements of the sub-graphic sets are the street lines of the same level, and the unit elements of the whole graphic set are the slope lines of the side slope; the addition results of two pavement slope units of the same graph set belong to the graph set; the addition result of three pavement slope units in the same graph set is irrelevant to the addition sequence, and the result is the combination of the three pavement slope units; the inverse element of any one of the road slope units is defined as deleting the road slope unit, and the unit element cannot be deleted under the condition that the road slope unit exists in the graph set.
Preferably, the integral level assembly comprises an integral berm slope assembly and an excavation berm slope assembly, the integral berm slope assembly is input into an integral figure set containing all berm slope units, an opening line of an excavation slope is output except the integral berm slope, the excavation berm slope assembly is input into an integral berm slope and an opening line, and the excavation berm slope assembly is output into a three-dimensional model of the excavation berm slope of the building.
Compared with the prior art, the invention has the following advantages:
1. the three-dimensional model of the excavated slope can be quickly established and dynamically modified, and the time for designing, modeling, modifying and updating is shortened;
2. the method can be suitable for the scheme design and the detailed design of the excavation slope of the hydraulic building, can be used for optimizing the arrangement and the design of the excavation berm slope, and the established fully-parameterized three-dimensional model has an auxiliary effect on the slope support treatment design.
Drawings
FIG. 1 is a flow chart of the invention for establishing a fully parameterized three-dimensional model structure of a hydraulic structure excavation side slope;
FIG. 2 is a schematic view of a ramp unit of the invention;
FIG. 3 is a schematic view of a component assembly of a slope unit of a same level of lane according to the present invention;
FIG. 4 is a schematic diagram of an integral stage assembly of the present invention;
FIG. 5 is a schematic diagram of a hierarchical component structure of a fully parameterized three-dimensional model of an excavated side slope according to the present invention;
FIG. 6 is a schematic illustration of horizontal translation in a fairway line generated from an interior superior fairway line;
FIG. 7 is a schematic view of vertical translation in a lane line generated from an interior line of an upper level lane;
FIG. 8 is a user profile of the overall carriageway slope in 3 DE;
FIG. 9 is a user profile of an excavated edge slope in 3 DE;
FIG. 10 is a schematic illustration of a retaining surface for user feature output in 3 DE;
FIG. 11 is a schematic view of a modified open line of user feature output in 3 DE;
fig. 12 is a schematic diagram of the method for modifying the slope parameters of the berm and updating the model of the excavated side slope in 3 DE.
Detailed Description
The invention is described in further detail below with reference to the figures and the specific embodiments.
A method for constructing a fully parameterized three-dimensional model structure of a hydraulic construction excavation side slope comprises the following steps:
1) drawing a slope line by referring to the boundary of the building base plane;
2) establishing a fairway inside line and a fairway outside line, wherein the input conditions comprise an upper fairway inside line (initial slope starting line), the input parameters comprise a slope height, a fairway width and a slope ratio coefficient, and the fairway inside line and the fairway outside line are output;
3) establishing a component level assembly of the ramp surface units, wherein input conditions comprise an upper-level inner ramp line, a current-level outer ramp line and a current-level inner ramp line, input parameters comprise the number of the ramp surface units, and the ramp surface units are output, as shown in the attached figure 2;
4) putting the unit element level components of the same level of the lane slope surface into a sub-graph set to form a component level component of the current level of the lane slope surface, and putting the sub-graph sets of all levels of the lane slope surface into an integral graph set of the lane slope surface, as shown in the attached figure 3;
5) the integral berm slope is formed by all berm slope units to form an integral assembly, the input conditions comprise berm slope collection and ground surface, and the integral berm slope and slope opening line are output.
6) The integral berm slope and the slope opening line are used as input of an integral component of the excavated berm slope, and a three-dimensional model and a supporting surface of the excavated berm slope are formed through calculation, and are shown in an attached figure 4.
Wherein, in the step 2), establishing the crosswalk characteristic level assembly comprises the following steps:
2a) establishing a parameter set, and placing design parameters of the slope surface of the fairway at the current level, namely placing the slope height, the width and the slope ratio coefficient of the design parameters;
2b) scattering the inner line of the superior fairway (the initial slope starting line) into line segments, and calculating (comprising translation, trimming and combination) to generate the inner line of the home fairway and the outer line of the home fairway according to the slope height, the width and the slope ratio coefficient of the corresponding line segments in the parameter set;
2c) and packaging the processes to establish a characteristic level component.
As shown in fig. 5, according to the geometric structural features of the excavated slope, the digital slope model is divided into four layers of components for structural construction, which are respectively a feature level component of the berm line, an element level component of the berm slope unit, a component level component of the berm slope of the current level, and an integral level component of the excavated berm slope from small to large.
In addition, the excavation side slope surface is composed of a berm slope surface unit, each berm slope surface unit is controlled by a group of parameters of slope height, berm width and slope ratio coefficient, when geological data changes, corresponding parameter values are modified by matching geological conditions, a berm line characteristic level assembly is updated until a whole excavation side slope three-dimensional model is driven, all berm slope surface units at the same level are controlled by the berm line characteristic level assembly, the berm line input parameters comprise the slope height, the berm width and the slope ratio coefficient of the berm slope surface units at the same level, a berm line is composed of a plurality of sections, as shown in figure 6, each section is horizontally translated by a corresponding section of an upper-level berm line, then a horizontal translation berm line of the section is determined by horizontal translation amounts of the section, the front section and the rear section according to a 'lifting rule', as shown in figure 7, then the horizontal translation berm line of the section is vertically translated, and then the berm line of the section, the front section and the rear section is determined according to a 'lifting rule', and finally, combining the sections of the lane lines to form the whole lane line.
In the method, an integral graph set is used for managing the lane slope units, the same level of lane slope units are in the same sub-graph set, all sub-graph sets are placed in the integral graph set, the current level of sub-graph sets and the higher level of sub-graph sets are linked by a lane line, the addition operation of elements in the same graph set is defined as the combination of geometric graphs, and the graph set and the addition operation requirements meet: any one of the road slope units only belongs to one sub-graph set, and the sub-graph set belongs to the whole graph set; any one of the graphic sets has unit elements, the unit elements of the sub-graphic sets are the street lines of the same level, and the unit elements of the whole graphic set are the slope lines of the side slope; the addition results of two pavement slope units of the same graph set belong to the graph set; the addition result of three pavement slope units in the same graph set is irrelevant to the addition sequence, and the result is the combination of the three pavement slope units; the inverse element of any one of the road slope units is defined as deleting the road slope unit, and the unit element cannot be deleted under the condition that the road slope unit exists in the graph set.
In addition, in the method, the integral assembly is divided into an integral berm assembly and an excavation berm assembly, the integral berm assembly is input into an integral figure set containing all berm units, opening lines of excavation slopes are output except the integral berm slope, the excavation berm assembly is input into the integral berm slope and the opening lines, and the excavation berm assembly is output into a three-dimensional model of the excavation berm of the building.
The technical scheme of the invention is described in detail by combining the embodiment of a three-dimensional model of the dam plunge pool side slope in 3DE software.
1) And drawing a slope line, namely establishing unit cells of the integrally excavated side slope surface, referring to the boundary of the basement surface of the plunge pool, drawing the slope line, and placing the slope line in the integral figure set as the unit cells of the integrally-excavated side slope surface and the input conditions of the grade 1 pavement line.
2) Establishing the characteristics of users of the i-th level (i is from 1 to n, and n is the total number of the fairway), namely establishing unit elements of the slope of the i-th level, wherein the establishing process comprises the following steps:
2a) establishing a parameter set in the ith level of road slope subgraph set, and placing design parameters of the current level of road slope, namely placing slope height j, road width j, slope ratio coefficient j and the like of each slope unit of the current level (j is from 1 to m, and m is the number of the slope units of the current level of road);
2b) establishing an i-th-level fairway internal line and an external line by taking the upper-level fairway internal line and a parameter set containing slope height, fairway width and slope ratio coefficients as input;
2c) and packaging the processes and establishing the lane line user characteristics.
3) And establishing the user characteristics of the slope unit of the sidewalk as an element level assembly, and generating the ith-level and jth slope unit of the sidewalk by taking an upper-level sidewalk line and an inner line and an outer line of the sidewalk of the current level as input.
4) Placing all the slope units containing the ith level of the pavement in an ith level of the sub-graph set to form an ith level of pavement slope component level assembly;
5) establishing user characteristics of the integral berm slope as an integral level assembly, combining the geometric figures of all levels of berm slope units to generate an integral berm slope, and outputting the integral berm slope and an opening line, wherein the opening line is obtained by processing the intersection line of the integral berm slope and a terrain surface, as shown in the attached figure 8;
6) as shown in figure 9, the user characteristics of the excavation side slope surface are established as a whole assembly, the whole berm surface and an opening line are used as input, a fully parameterized model of the excavation side slope surface is established, as shown in figure 10, the opening line can be modified and replaced according to the actual excavation situation, in order to facilitate interactive modification and replacement of the opening line, the method divides the whole assembly into 2 assemblies, and meanwhile, in order to facilitate calculation of the area of the supporting surface, as shown in figure 11, the excavation side slope surface assembly outputs the supporting surface which is the part of the excavation side slope surface minus the berm surface.
In this embodiment, the input of the berm line feature level component is a parameter set, the value of which is controlled by geological conditions and the like, as shown in fig. 12, so that the component parameters are modified due to the change of geological data, and the full-parameterized excavation slope three-dimensional model is realized from the beginning of berm line updating to the driving of the whole excavation slope three-dimensional model.
In addition, when the embodiment is used, the process for establishing the three-dimensional parameterized model of the excavation slope surface of the hydraulic building, as shown in fig. 1, includes the following steps:
s1) drawing a slope rising line by referring to the base surface establishing boundary;
s2) setting a slope starting line as an initial value of an inner line of the superior fairway;
s3) taking the inner line of the superior fairway as input to establish a fairway line component of the current level;
s4) taking the first section of the outside line of the horse way as the initial value of the current section;
s5) taking the inside line of the upper-level fairway and the outside line of the current-level fairway as input, and establishing the slope unit component of the ith-level fairway;
s6) when the segment i is the last segment of the outside line of the horse way, the step S7) is carried out, otherwise, the next segment of the outside line of the horse way is taken as the current segment, and the step S5 is carried out again);
s7) when it is the top horse way slope, go to step S8), otherwise, set the horse way inner line as the superior horse way inner line, go back to step S3);
s8) constructing an integral road slope assembly by taking all the road slope units as input;
s9) taking the integral horse way slope as input and forming an excavation edge slope three-dimensional parameter model by dividing with an opening line.
The invention relates to a construction method of a hydraulic construction excavation side slope fully-parameterized three-dimensional model structure, which is used for carrying out structured construction on a hydraulic construction excavation side slope model based on the geometrical characteristics of the hydraulic construction excavation side slope, wherein each minimum berm slope surface unit is controlled by a group of side slope parameters according to a certain rule, and the construction method is suitable for detail three-dimensional design of side slopes with variable slopes, variable heights, variable berm widths and the like. According to the method, a side slope digital model is structurally constructed according to the geometric construction characteristics of a side slope body, the side slope digital model is divided into characteristics, elements, components and an integral four-stage assembly from small to large, a full-parameter three-dimensional model of the excavated side slope is constructed, and a minimum-stage assembly, namely a characteristic-stage assembly, is controlled by side slope parameters.
The construction method of the hydraulic construction excavation slope fully-parameterized three-dimensional model structure can quickly establish and dynamically modify the excavation slope three-dimensional model and shorten the time for designing, modeling, modifying and updating. The method comprises the steps of generating a berm line by taking a hydraulic building rising slope line as an input element and taking the slope height, berm width and slope ratio coefficient of each slope unit as input parameters, generating berm slope units by the berm line, combining the berm slope units into an integral berm slope, generating an opening line by a topographic operation, and finally generating a three-dimensional model of the excavated berm slope. And according to the geological conditions of the slope units, modifying parameters such as slope ratio, slope height and the like of the corresponding road slope units, and starting from updating the road lines and the slope units until driving the building to excavate the side slope three-dimensional model. The technology can be suitable for the scheme design and the detailed design of the excavation slope of the hydraulic building, can be used for optimizing the arrangement and the design of the excavation berm slope, and the established fully-parameterized three-dimensional model has an auxiliary effect on the slope support treatment design.
Claims (7)
1. A construction method of a full-parametric three-dimensional model structure of a hydraulic construction excavation side slope is characterized by comprising the following steps: the method comprises the following steps:
1) drawing a slope line by referring to the boundary of the building base plane;
2) establishing a fairway inside line and a fairway outside line, wherein the input conditions comprise an upper fairway inside line (initial slope starting line), the input parameters comprise a slope height, a fairway width and a slope ratio coefficient, and the fairway inside line and the fairway outside line are output;
3) establishing a component level assembly of a ramp surface unit, inputting conditions including an upper-level inner ramp line, a current-level outer ramp line and a current-level inner ramp line, inputting parameters including the number of the ramp surface unit, and outputting the ramp surface unit;
4) putting the unit element level components of the same level of the lane slope surface into a sub-graph set to form a component level component of the current level of the lane slope surface, and putting the sub-graph sets of all levels of the lane slope surface into an integral graph set of the lane slope surface;
5) the integral berm slope is formed by all berm slope units to form an integral assembly, the input conditions comprise berm slope collection and ground surface, and the integral berm slope and slope opening line are output.
6) And the integral berm slope and the slope opening line are used as input of an integral component of the excavation berm slope, and a three-dimensional model and a supporting surface of the excavation berm slope are formed through calculation.
2. The method for constructing the fully parameterized three-dimensional model structure of the excavation slope of the hydraulic building according to claim 1, is characterized in that: in the step 2), establishing the crosswalk characteristic level assembly comprises the following steps:
2a) establishing a parameter set, and placing design parameters of the slope surface of the fairway at the current level, namely placing the slope height, the width and the slope ratio coefficient of the design parameters;
2b) scattering the inner line of the superior fairway (the initial slope starting line) into line segments, and calculating (comprising translation, trimming and combination) to generate the inner line of the home fairway and the outer line of the home fairway according to the slope height, the width and the slope ratio coefficient of the corresponding line segments in the parameter set;
2c) and packaging the processes to establish a characteristic level component.
3. The method for constructing the fully parameterized three-dimensional model structure of the excavation slope of the hydraulic building according to claim 1, is characterized in that: the excavation side slope surface is composed of a berm slope surface unit, each berm slope surface unit is controlled by a group of parameters including slope height, berm width and slope ratio coefficient, when geological data change, corresponding parameter values are modified by matching geological conditions, and the whole excavation side slope three-dimensional model is driven from the beginning of updating of the berm line characteristic level assembly.
4. The method for constructing the fully parameterized three-dimensional model structure of the excavation slope of the hydraulic building according to claim 3, is characterized in that: the lane characteristic level assembly controls all lane slope units at the same level, the lane input parameters comprise the slope height, the lane width and the slope ratio coefficient of the lane slope units at the same level, the lane is composed of a plurality of sections, each section line is horizontally translated by the corresponding line section of the lane in the upper level, then the horizontal translation amount of the section, the front section and the rear section is used for determining the horizontal translation lane of the section according to the 'getting big rule', then the horizontal translation lane of the section is vertically translated, then the lane of the section is determined by the elevation values of the section, the front section and the rear section according to the 'getting high rule', and finally all the lane lines are combined to form the whole lane.
5. The method for constructing the fully parameterized three-dimensional model structure of the excavation slope of the hydraulic building according to claim 1, is characterized in that: and managing the lane slope units by using the whole graph set, wherein the lane slope units at the same level are in the same sub-graph set, each sub-graph set is placed in the whole graph set, and the level is linked with the upper sub-graph set by using a lane line.
6. The method for constructing the fully parameterized three-dimensional model structure of the excavation slope of the hydraulic building according to claim 5, is characterized in that: the addition operation of elements in the same graphic set is defined as the combination of geometric figures, and the requirements of the graphic set and the addition operation meet the following requirements: any one of the road slope units only belongs to one sub-graph set, and the sub-graph set belongs to the whole graph set; any one of the graphic sets has unit elements, the unit elements of the sub-graphic sets are the street lines of the same level, and the unit elements of the whole graphic set are the slope lines of the side slope; the addition results of two pavement slope units of the same graph set belong to the graph set; the addition result of three pavement slope units in the same graph set is irrelevant to the addition sequence, and the result is the combination of the three pavement slope units; the inverse element of any one of the road slope units is defined as deleting the road slope unit, and the unit element cannot be deleted under the condition that the road slope unit exists in the graph set.
7. The method for constructing the fully parameterized three-dimensional model structure of the excavation slope of the hydraulic building according to claim 1, is characterized in that: the integral assembly comprises an integral berm slope assembly and an excavation berm slope assembly, the integral berm slope assembly is provided with an input condition of an integral figure set containing all berm slope units, an opening line of an excavation slope is arranged besides an integral berm slope, the excavation berm slope assembly is provided with an input condition of an integral berm slope and an opening line, and an output condition of a three-dimensional model of the excavation berm slope of the building.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010746335.3A CN112163249B (en) | 2020-07-29 | 2020-07-29 | Construction method of full-parametric three-dimensional model structure of hydraulic construction excavation slope |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010746335.3A CN112163249B (en) | 2020-07-29 | 2020-07-29 | Construction method of full-parametric three-dimensional model structure of hydraulic construction excavation slope |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN112163249A true CN112163249A (en) | 2021-01-01 |
| CN112163249B CN112163249B (en) | 2023-02-24 |
Family
ID=73859892
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010746335.3A Active CN112163249B (en) | 2020-07-29 | 2020-07-29 | Construction method of full-parametric three-dimensional model structure of hydraulic construction excavation slope |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112163249B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113051641A (en) * | 2021-03-10 | 2021-06-29 | 长江勘测规划设计研究有限责任公司 | Three-dimensional parametric modeling method applied to arch dam slope excavation |
| CN114021240A (en) * | 2021-11-16 | 2022-02-08 | 中国电建集团成都勘测设计研究院有限公司 | Modeling method for arch dam foundation surface excavation slope model based on 3DEXPERIENCE platform |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105138719A (en) * | 2015-07-13 | 2015-12-09 | 长江勘测规划设计研究有限责任公司 | Method for establishing fully-parameterized three-dimensional model for inclined-tube-box-shaped inverted siphon body inlet section |
| CN105654550A (en) * | 2015-09-24 | 2016-06-08 | 中国电建集团昆明勘测设计研究院有限公司 | Three-dimensional geological display method for hydropower engineering side slope |
| CN108920870A (en) * | 2018-07-24 | 2018-11-30 | 中国铁路设计集团有限公司 | A kind of tunnel open excavation section excavation of foundation pit face design method based on BIM |
| CN110409369A (en) * | 2019-05-29 | 2019-11-05 | 水电水利规划设计总院 | Slope excavating digitlization construction and method of quality control |
| US20190384866A1 (en) * | 2018-06-15 | 2019-12-19 | Geomni, Inc. | Systems and Methods for Improved Parametric Modeling of Structures |
| CN111444634A (en) * | 2020-04-23 | 2020-07-24 | 深圳市秉睦科技有限公司 | Method for automatically creating slope model in parameterized manner |
-
2020
- 2020-07-29 CN CN202010746335.3A patent/CN112163249B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105138719A (en) * | 2015-07-13 | 2015-12-09 | 长江勘测规划设计研究有限责任公司 | Method for establishing fully-parameterized three-dimensional model for inclined-tube-box-shaped inverted siphon body inlet section |
| CN105654550A (en) * | 2015-09-24 | 2016-06-08 | 中国电建集团昆明勘测设计研究院有限公司 | Three-dimensional geological display method for hydropower engineering side slope |
| US20190384866A1 (en) * | 2018-06-15 | 2019-12-19 | Geomni, Inc. | Systems and Methods for Improved Parametric Modeling of Structures |
| CN108920870A (en) * | 2018-07-24 | 2018-11-30 | 中国铁路设计集团有限公司 | A kind of tunnel open excavation section excavation of foundation pit face design method based on BIM |
| CN110409369A (en) * | 2019-05-29 | 2019-11-05 | 水电水利规划设计总院 | Slope excavating digitlization construction and method of quality control |
| CN111444634A (en) * | 2020-04-23 | 2020-07-24 | 深圳市秉睦科技有限公司 | Method for automatically creating slope model in parameterized manner |
Non-Patent Citations (2)
| Title |
|---|
| 杨根兰等: "小湾水电站饮水沟大规模倾倒破坏现象的工程地质研究", 《工程地质学报》 * |
| 王进丰等: "CATIA在渠道施工详图三维设计中的应用", 《长江科学院院报》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113051641A (en) * | 2021-03-10 | 2021-06-29 | 长江勘测规划设计研究有限责任公司 | Three-dimensional parametric modeling method applied to arch dam slope excavation |
| CN114021240A (en) * | 2021-11-16 | 2022-02-08 | 中国电建集团成都勘测设计研究院有限公司 | Modeling method for arch dam foundation surface excavation slope model based on 3DEXPERIENCE platform |
| CN114021240B (en) * | 2021-11-16 | 2023-10-13 | 中国电建集团成都勘测设计研究院有限公司 | Arch dam foundation surface excavation slope model modeling method based on 3DEXPERIENCE platform |
Also Published As
| Publication number | Publication date |
|---|---|
| CN112163249B (en) | 2023-02-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112163249B (en) | Construction method of full-parametric three-dimensional model structure of hydraulic construction excavation slope | |
| CN105279792A (en) | Railway roadbed draining BIM design method based on curved surface of landform | |
| CN113051641B (en) | Three-dimensional parametric modeling method applied to arch dam slope excavation | |
| CN108961404B (en) | Method and system for building block type irregular model construction | |
| CN110704895B (en) | Three-dimensional analysis platform-based parametric modeling method for retaining wall | |
| CN109657290A (en) | Core wall dam design method based on CATIA and Excel | |
| CN111444634A (en) | Method for automatically creating slope model in parameterized manner | |
| CN113434928A (en) | Parametric construction method of complex three-dimensional linear structure | |
| CN107481320A (en) | A kind of gridless routing of three-dimensional geological modeling | |
| CN107423455A (en) | A kind of highway method for automatic modeling and system | |
| CN118133573B (en) | Iterative method, device, equipment and storage medium for library basin design curved surface model | |
| CN116680789A (en) | Design and evaluation method for pumped storage power station basin excavation dam construction | |
| CN109949415B (en) | System and method for modeling three-dimensional earth surface and geological body model in topological consistency | |
| CN112199743A (en) | Road shoulder retaining wall assembly building method and three-dimensional parametric arrangement method | |
| CN118298117A (en) | Three-dimensional multi-level geological model construction method | |
| CN114218632A (en) | Parameterized sump pit modeling method based on Revit and Dynamo | |
| CN109117517A (en) | A kind of base pit dewatering optimum design method based on genetic algorithm and groundwater model | |
| CN117195370A (en) | System and method for designing earthworks in long and large trunk line or complex environment | |
| CN116305475A (en) | 3DE platform-based field level modeling system, field level modeling method and storage medium | |
| CN115600281A (en) | Three-dimensional planning design platform and method for ecological restoration and treatment based on OSG | |
| CN106875480A (en) | A kind of method of city three-dimensional data tissue | |
| CN115661372B (en) | Grasshopper-based landscape gradual-change paving parametric modeling method and system | |
| CN111368468A (en) | Method for solving two-dimensional boundary of centralized village based on mathematical method and programming algorithm | |
| CN107133379A (en) | Extra-high voltage pylon post modeling and method | |
| CN117540468B (en) | Method and system for analyzing space capacity-increasing potential of urban historical landscape protection area |
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 |