CN108280293B - BIM technology-based double-side-wall tunnel excavation unit division method - Google Patents
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Abstract
The invention provides a BIM technology-based double-side-wall tunnel excavation unit division method, which comprises the following steps: s1, obtaining a layered model according to the characteristics of model layered construction; and S2, according to the construction characteristics or parameters of the layered models, carrying out attribute configuration and expansion on the layered models to obtain the BIM constructed by the layered models and the attributes thereof, carrying out attribute configuration and expansion on the construction of the framing models to obtain the BIM constructed by the framing models and the attributes thereof.
Description
Technical Field
The invention relates to the field of computer program application, in particular to a double-side-wall tunnel excavation unit division method based on a BIM technology.
Background
In the BIM technology, the engineering project can be generally managed by collecting and sorting related information data of each item of the engineering project, and in the BIM engineering, the existing tunnel construction model is constructed and organized by dividing a plurality of units from a design model or manually, so that the construction organization is rough; the current construction model is directly carried out according to the design model, and the construction information is not effectively butted with the design model; and in the tunnel excavation simulation process, a rapid excavation scheme cannot be effectively formed. There is a great need for those skilled in the art to solve the corresponding technical problems.
Disclosure of Invention
The invention aims to at least solve the technical problems in the prior art, and particularly provides a double-side-wall tunnel excavation unit dividing method based on a BIM (building information modeling) technology.
In order to achieve the above object, the present invention provides a double-side-wall tunnel excavation unit division method based on a BIM technology, which includes the following steps:
s1, designing and importing a tunnel model, configuring tunnel parameter attributes, establishing constraint conditions of an excavation section according to the characteristics of a tunnel excavation method, generating an excavation section outline, generating an excavation surface according to a tunnel center line, and performing Boolean operation on the excavation section outline and an engineering design result model to obtain an excavation result model;
and S2, generating splitting units according to the layered models, and performing unit attribute configuration and expansion on the layered models to obtain a BIM (building information modeling) model for excavation model construction.
Preferably, the method for dividing the excavation unit of the double-side-wall tunnel with the pit guide method based on the BIM technology, where the step S1 includes:
s1-1, calculating a normal vector vSecNormal of the cross section according to the selected tunnel cross section;
s1-2, according to the tunnel center line and any point A on the tunnel section, calculating the projection A1 of the point on the tunnel center line, thereby obtaining the normal plane and the tangent direction of the tunnel center line at the point A1; combining the normal vector of the section and the tangential direction vector of the point A1, determining whether the tangential direction vector of the point A1 is opposite to the expected direction or not by calculating the cosine value of the included angle, and finally calculating the normal vector vPronormal of the tunnel center line on the A1 normal plane;
s1-3, the tunnel reference excavation line direction is defined as the H direction, the vector in the H direction is calculated, then the V direction of tunnel excavation is obtained together with the tangential direction of A1, the calculation formula is V ═ vPronormal x H, namely the vector V is the cross product of the projection plane normal vector vPronormal and the direction vector H;
s1-4, acquiring a minimum bounding box L, a bounding box long axis maximum point MaxP and a minimum point MinP of the object model cross section in the construction engineering data according to the selected tunnel cross section profile;
and S1-5, calculating a section central point minPos by combining the projection plane according to the calculated bounding box major axes MaxP and MinP.
Preferably, the method for dividing the excavation unit of the double-side-wall tunnel with the pit guide method based on the BIM technology, where the step S2 includes:
s2-1, performing attribute configuration on each excavation result entity, including: assigning values according to color, transparency, construction type, personnel and time;
s2-2, respectively calculating the width and the height of the tunnel section according to the H and V directions and the length of the long axis of the bounding box, wherein the calculation formula is as follows:
projection vector of bounding box long axis in H direction:
vHProLen＝((((MaxP–MinP)％H)/(H.x*H.x+H.y*H.y+H.z*H.z))*H)；
width of tunnel section:
HLen＝sqrt(vHProLen.x*vHProLen.x+vHProLen.y*vHProLen.y+vHProLen.z*vHProLen.z)；
wherein H is a direction vector obtained by S1-3, H.x/H.y/H.z are respectively x/y/z coordinates of the vector H, vHPROLen.x/vHPROLen.y/vHPROLen.z are respectively x/y/z coordinates of the vector vHPROLen, and sqrt is a square root obtained;
s2-3, calculating the tunnel section excavation outline according to the combination of the input section parameters; and sweeping the tunnel section excavation profile into an excavation surface along the center line of the tunnel in a sweeping mode, and then performing Boolean operation on the excavation surface and an excavation body according to the sequence of pit guiding at the left side and the right side and then up and down to obtain an excavation result model.
In summary, due to the adoption of the technical scheme, the invention has the beneficial effects that:
the invention solves the problem of how to convert a design model obtained from a design institute into a high-precision construction model which is convenient for construction units to use, namely, the BIM attribute information is managed through the established rules or constraint conditions of the industry, the construction organization units which are convenient to implement are automatically divided, the BIM model of project construction organization is automatically generated, the precision and the accuracy of the construction management of engineering projects are improved, and the project execution efficiency is improved through the method for dividing the tunnel excavation units by the double-side-wall pit guide method based on the BIM technology.
Additional aspects and advantages of the invention will be set forth in part in the description which follows and, in part, will be obvious from the description, or may be learned by practice of the invention.
Drawings
The above and/or additional aspects and advantages of the present invention will become apparent and readily appreciated from the following description of the embodiments, taken in conjunction with the accompanying drawings of which:
FIG. 1 is a flow chart of the present invention;
FIG. 2 is a schematic view of an embodiment of the present invention;
FIG. 3 is a schematic diagram of a partitioned embodiment of the present invention;
FIG. 4 is a schematic diagram of a square tunnel partition embodiment of the present invention;
FIG. 5 is a schematic diagram of a rhombic tunnel partition according to an embodiment of the present invention;
fig. 6 is a general schematic of the invention.
Detailed Description
Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the accompanying drawings are illustrative only for the purpose of explaining the present invention, and are not to be construed as limiting the present invention.
In the description of the present invention, it is to be understood that the terms "longitudinal", "lateral", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on those shown in the drawings, and are used merely for convenience of description and for simplicity of description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed in a particular orientation, and be operated, and thus, are not to be construed as limiting the present invention.
Wherein the BIM (building Information modeling) technology is used for modeling building Information.
When the tunnel data model is imported into the BIM system, the following steps are required to be executed:
directly reading an engineering design model, and carrying out conversion analysis on a model data organization structure; forming basic data information of design construction engineering according to construction requirements of the construction engineering, and reading and importing design result models with different formats according to the construction requirements; converting and analyzing a data organization Structure of a design result model according to the mode of designing the result model by different design tools; according to the construction characteristics and the positioning, design result models of different model design tools are directly read without depending on different model design tools.
II, classifying each model data organization structure according to the characteristics of the model data organization structure, and acquiring data of each classification according to the classification, wherein the data comprise graphic data on the model organization structure and attribute data on the model organization structure; classifying each model data organization Structure according to the requirements of the data organization Structure of the construction engineering model and the characteristics of the model data organization Structure after the conversion and the analysis of the model I, wherein the classification forms are assembly Product, Part and Body; respectively acquiring attribute data and graphic data of the classified model data organization structure according to the requirements of the construction engineering model data organization structure; the construction engineering model data organization structure requirement is as follows: the sub-nodes for assembling the Product can only be assembling Product and Part nodes, the sub-nodes for Part can only be Body, wherein the assembling Product and Part nodes only represent the organizational structure of the construction engineering model tree, and the Body represents a geometric figure data under the construction engineering model data;
III, organizing a new required model organization structure according to the acquired model data organization structure and the required new model data organization structure;
IV, respectively carrying out corresponding processing on the model geometric topological body according to the obtained model data organization structure and corresponding model attribute data and model graphic data obtained after classifying the model data organization structure and according to a direct loading mode and a fast loading mode;
according to the requirements of the organizational structure of the construction engineering model data and corresponding model attribute data and model graphic data which are respectively obtained after the organizational structure of the design result model data is classified, direct loading and rapid loading are carried out aiming at two modes of importing the construction engineering model data, and the two modes are respectively processed;
according to the requirements of construction engineering model data, the geometric entity data of a design result model is required to be loaded in a direct loading mode, the geometric entity data of the design result model consists of a model geometric model and a construction geometric constraint, wherein the model geometry refers to a class pointed by a topology class and does not include specific shape information, and the construction geometry refers to a statement in the model geometry and contains actual shape information; model geometry, also called model topology, structure geometry, also called model interpretation, a cubic geometric solid representation, 1: the model geometric topology means how many blocks (a cube has only one block) in the cube geometry, how many faces (a cube has six faces) in the block, how many boundary edges (12 boundary edges) on the faces, how many points (eight points) on the boundary edges, how the points are connected with the edges, 2: the construction geometry refers to a specific surface, a specific edge (formed by which points) on the surface, a specific edge, specific point coordinates, and the construction geometry is a specific interpretation model geometric topology. The difference between the model geometry model and the structure geometry constraint in the model entity data is that the former does not include specific shape data information, and the latter includes actual shape data information.
According to the requirements of the model data of the construction engineering, the precision and model space control is needed to be carried out when the model data of the design result is directly loaded, and the precision and model space control formula for loading the model data of the design result is as follows:
setting A absolute minimum (10e-6)
B normalized minimum (10e-10)
C approximation accuracy of curved surface (10e-3)
Maximum considered zero (10e-11)
Model space calculation algorithm:
Model space＝A/B＝10e-6/10e-10＝10e4；
according to the requirements of the data of the construction engineering model, the graphic data of the design result model is required to be quickly loaded in a quick loading mode, the graphic data of the design result model does not contain pure graphic data of topology, and the graphic data representation method comprises the following steps:
set point: p1, P2, P3, P4, P5, P6
Wherein P1 is P4, P3 is P6,
point list: PList { P1x, P1y, P1z, P2x, P2y, P2z, P3x, P3y, P3z, P4x, P4y, P4z, P5x, P5y, P5z, P6x, P6y, P6z }
Face list dataset: FList { Pn1, P1, P2, P3, Pn2, P5, P4, P6}
Face + FList
Pn: number of dots
The original discrete graphics data of (2), the representation graphics is fig. 3:
the graph is a rectangle, becomes two triangles after being dispersed, complies with the right-hand rule, is outward in all normal directions, and has the optimization process as follows:
point de-weight: PList { P1x, P1y, P1z, P2x, P2y, P2z, P3x, P3y, P3z, P5x, P5y, P5z },
face deduplication dataset: FList { Pn1, P1, P2, P3, Pn2, P5, P1, P3}
And (3) reducing the number of dough sheets: for example, two quadrangles form a large quadrangle, four triangular meshes are used before optimization, two triangular meshes are used after optimization, the triangular meshes are data required by computer hardware rendering, and the lower the number of the triangular meshes is, the rendering efficiency can be improved.
Preferably, the engineering design model importing method based on the BIM technology, in which the S5 includes:
and binding the processed graphic data and the attribute data acquired in the step S4 to corresponding nodes of the organization structure of the construction engineering model data recombined in the step S3 according to the requirements of the construction engineering model data.
And V, adding the processed model graph information into each classification of the model data organization structure according to a direct loading mode and a fast loading mode.
As shown in fig. 1 and 2, the invention provides a double-side-wall tunnel excavation unit dividing method based on a BIM technology, which comprises the following steps:
s1, designing and importing a tunnel model, configuring tunnel parameter attributes, acquiring corresponding tunnel parameters according to the requirements of a user on the tunnel to be excavated, preprocessing according to the characteristics of a tunnel excavation method, establishing constraint conditions of an excavation section, generating a split tunnel model outline, scanning the excavated split section outline, generating an excavation surface according to a tunnel center line, and performing Boolean operation on the excavation surface and an engineering design result model to obtain the result of the excavated split tunnel model;
and S2, generating splitting units according to the layered models, and performing unit attribute configuration and expansion on the layered models to obtain a BIM (building information modeling) model for excavation model construction.
Preferably, the S1 includes:
s1-1, calculating a normal vector vSecNormal of the cross section according to the selected tunnel cross section;
s1-2, according to the tunnel center line and any point A on the tunnel section, calculating the projection A1 of the point on the tunnel center line, thereby obtaining the normal plane and the tangent direction of the tunnel center line at the point A1; combining the normal vector of the section and the tangential direction vector of the point A1, determining whether the tangential direction vector of the point A1 is opposite to the expected direction or not by calculating the cosine value of the included angle, and finally calculating the normal vector vPronormal of the tunnel center line on the A1 normal plane;
s1-3, the tunnel reference excavation line direction is taken as the horizontal axis H direction for splitting, the H direction vector is calculated, then the longitudinal axis V direction of the tunnel excavation is obtained with the tangential direction of A1 for splitting, the calculation formula is V ═ vPronormal x H, namely the vector V is the cross product of the projection plane normal vector vPronormal and the direction vector H;
s1-4, acquiring a minimum bounding box L, a bounding box long axis maximum point MaxP and a bounding box long axis minimum point MinP of the object model cross section in the construction engineering data according to the selected tunnel cross section profile;
and S1-5, calculating a section central point minPos by combining the projection plane according to the obtained maximum point MaxP of the long axis of the bounding box and the minimum point MinP of the long axis of the bounding box.
As shown in fig. 3, preferably, the S2 includes:
s2-1, performing attribute configuration on each excavation result entity, including: assigning values according to color, transparency, construction type, personnel and time;
s2-2, respectively calculating the width and the height of the tunnel section according to the H and V directions and the length of the long axis of the bounding box, wherein the calculation formula is as follows:
projection vector of bounding box major axis in horizontal axis H direction:
vHProLen＝((((MaxP–MinP)％H)/(H.x*H.x+H.y*H.y+H.z*H.z))*H)；
width of tunnel section:
HLen＝sqrt(vHProLen.x*vHProLen.x+vHProLen.y*vHProLen.y+vHProLen.z*vHProLen.z)；
wherein H is a direction vector obtained by S1-3, H.x/H.y/H.z are respectively x/y/z coordinates of the vector H, vHPROLen.x/vHPROLen.y/vHPROLen.z are respectively x/y/z coordinates of the vector vHPROLen, and sqrt is a square root obtained; according to the specific embodiments of fig. 3, fig. 4 and fig. 5, it is seen that vertical data H is collected first, and then horizontal data W is collected, so that data collection can be performed orderly, and engineering data can be conditioned, and of course, according to specific needs of engineering construction, a method of collecting horizontal data W first and then collecting vertical data H is adopted for other actual situations, so that a good technical effect can be achieved, and flexible adjustment is performed according to data requirements in actual operation.
As shown in fig. 6, in the building information management BIM technique, in order to implement mutual identification authentication between construction work data and machines in the data model building process for tunnel construction work in particular, therefore, the operation of importing the model to the tunnel data model is needed, the model is imported into the BIM system for processing, the tunnel model is split and planned according to different actual construction conditions, a dividing means for different tunnel models is formed, thereby improving the efficiency of tunnel construction engineering, after the tunnel model is divided, by the PBS structure automatic hanging method, constructing the tunnel data model and arranging the data names, exporting the tunnel data model after construction and arrangement of the data names, the description shows the working link of the PBS in the whole BIM, and has important guiding significance for tunnel model division in construction.
S2-3, calculating the tunnel section excavation outline according to the combination of the input section parameters; and sweeping the tunnel section excavation profile into an excavation surface along the center line of the tunnel in a sweeping mode, and then performing Boolean operation on the excavation surface and an excavation body according to the sequence of pit guiding at the left side and the right side and then up and down to obtain an excavation result model.
As shown in fig. 3, for the traditional tunnel shape, the construction operation is carried out by adopting the step of S2-3, and a tunnel data model is drawn;
after the tunnel data model is divided, automatic hooking is carried out through PBS, and the specific steps are as follows:
firstly, reading PBS data; organizing PBS data in Excel according to a data column of PBS coding, PBS description and PBS classification and reading the PBS data into a system; the imported PBS data contains column headers, where PBS encoding is the necessary data column; if the imported PBS data contains information such as attributes or engineering quantity besides PBS coding, description and classification, the information needs to be added to the corresponding PBS; no requirement is made on the order of data column organization, and the data column organization in any order supports import and identification; support single PBS introduction, and also support simultaneous introduction of PBS engineering quantities.
Secondly, mapping the data columns; performing one-to-one mapping on the data columns of the imported PBS data, such as PBS coding, PBS description and PBS classification;
thirdly, inputting a structural coding sample of each stage of the PBS; PBS coding sample support: 6 levels of engineering projects, unit projects, subsection projects, project divisions, unit projects and construction units;
any level number import is done for this PBS encoding,
the actual coding level 1 is engineering project + unit engineering;
the actual coding level 2 is engineering project + unit engineering + subsection engineering;
the actual coding level 3 is engineering project + unit project + subsection project;
the actual coding level 4 is engineering project + unit project + subsection project + project division project + unit project;
the actual coding level 5 is engineering project + unit project + subsection project + project division project + unit project + construction unit;
and in the preview function, automatically correcting the root node and setting the engineering project as the root node.
Fourthly, automatic hanging connection is carried out; automatically calculating each level of structure and automatically organizing the child-parent node relationship;
extracting a specified data column from the PBS data pool and putting the data column into an effective data pool;
sequentially acquiring six levels of sample codes of engineering projects, unit projects, subsection projects, project divisions, unit projects and construction units; and resolving the coding placeholder according to the coding sample, wherein the algorithm is as follows:
setting the current Code of the PBS Code column as Cur _ Code, and setting the Next Code of the PBS Code column as Next _ Code;
then the PBS encoded column is traversed if Cur _ Code _ Len! If the placeholder replace character is an empty character string, the number of bits of each level of coding in PBS coding is different, wherein Cur _ Code _ Len is the length of the former coding character string, and Next _ Code _ Len is the length of the latter coding character string;
if the Cur _ Code _ Len is equal to Next _ Code _ Len, then the PBS codes are equipotential, and the number of coded bits of each level of the PBS codes is the same, and for the number of bits insufficient for each level, a certain specific placeholder is used as a complement, for example, 0; each character encoded in PBS is traversed at this time: setting: in the same position J, the character of the Cur _ Code is Cur _ Code _ C, and the character of the Next _ Code is Next _ Code _ C; if Cur _ Code _ C! Next _ Code _ C, which is the placeholder ReplaceChar; analyzing the number of the coding bits of each level of the PBS coding sample; and resolving the coding placeholder according to the coding sample, wherein the algorithm is as follows: if the placeholder RelaceCharr is an empty string, the number of coding bits at each stage is the number of actual coding sample cases; if the placeholder RelaceChar is not an empty string, the number of bits of the placeholder needs to be removed from each level of coding sample; sequentially searching and matching PBS codes from the top layer to the bottom layer according to the placeholder and each level of digits, searching a father node fNode, organizing the attribute and other data of the father node fNode, and binding the attribute and other data of the father node fNode with the PBS codes; searching a next-level node set vChildren of the father node, and hanging the vChildren under the fNode; finishing the searching and matching until the searched subset vChildren is empty;
fifthly, previewing the PBS structure; providing a preview function for the hooked PBS structure.
And (3) exporting the tunnel data model which is hung and connected by the PBS, and specifically executing the following steps:
(1) selecting an engineering construction model export format and a version corresponding to the engineering construction model export format;
(2) traversing the data organization structure of the engineering construction model according to the selected engineering construction model, and classifying the data organization structure of the engineering construction model in the modes of Product assembly, Part parts and Body;
(3) organizing a new required model organization structure according to the acquired engineering construction model data organization structure and the required new model data organization structure;
(4) respectively filling the obtained model data organization structure, the corresponding model attribute data and the model graphic entity B-Rep data which are obtained after the model data organization structure is classified into the corresponding engineering construction model data organization structure; respectively filling corresponding model attribute data and model graph B-Rep data which are respectively obtained after the organizational structure of the model data of the design result is classified into each classification node of the organizational structure of the corresponding engineering construction model data according to the requirements of the organizational structure of the construction engineering model data; according to the requirements of construction engineering model data, an engineering construction model and geometric entity data of a design result model are composed of a model geometric model and a construction geometric constraint, wherein the model geometry refers to a class pointed by a topology class and does not include specific shape information, the construction geometry refers to a statement in the model geometry and includes actual shape information, and the relationship between the model geometry and the construction geometry is as follows: wherein the abstract geometry corresponds to the model geometry and the concrete geometry corresponds to the construction geometry; according to the requirements of the construction model data, the derivation of the construction model data needs to be controlled in precision and model space, and the precision and model space control formula of the derivation of the construction model data is as follows:
setting A: absolute minimum (10e-6)
B: normalized minimum (10e-10)
C: approximation precision of curved surface (10e-3)
D: maximum considered to be zero (10e-11)
Model space calculation algorithm:
Model space＝A/B＝10e-6/10e-10＝10e4。
(5) and exporting the acquired engineering construction model data organization structure, the engineering construction model attribute data and the graph B-Rep data on each classification structure according to the selected engineering construction model export format and the export format corresponding version.
As shown in fig. 4 and 5, a simulation experiment is also performed in the specific execution operation of the square tunnel or the prismatic tunnel, and the execution operation is also performed by adopting the step S3-4 for the new tunnel model, in the execution process of the division of the double-side-wall pit-guiding tunnel excavation unit, the splitting process is completely consistent, and finally, the corresponding effect can be realized.
The data adopted in the steps need to be sequentially acquired, so that the engineering material data required by each construction stage can be accurately acquired, and the budget precision of the engineering project can be ensured. And the configuration contents are different for different data, so that the working method can be obtained according to continuous experiments.
While embodiments of the invention have been shown and described, it will be understood by those of ordinary skill in the art that: various changes, modifications, substitutions and alterations can be made to the embodiments without departing from the principles and spirit of the invention, the scope of which is defined by the claims and their equivalents.
Claims (1)
1. A double-side-wall pit-guide method tunnel excavation unit division method based on a BIM technology is characterized by comprising the following steps:
s1, designing and importing a tunnel model, configuring tunnel parameter attributes, establishing constraint conditions of an excavation section according to the characteristics of a tunnel excavation method, generating an excavation section outline, generating an excavation surface according to a tunnel center line, and performing Boolean operation on the excavation section outline and an engineering design result model to obtain an excavation result model;
the S1 includes:
s1-1, calculating a normal vector vSecNormal of the cross section according to the selected tunnel cross section;
s1-2, according to the tunnel center line and any point A on the tunnel section, calculating the projection A1 of the point on the tunnel center line, thereby obtaining the normal plane and the tangent direction of the tunnel center line at the point A1; combining the normal vector of the section and the tangential direction vector of the point A1, determining whether the tangential direction vector of the point A1 is opposite to the expected direction or not by calculating the cosine value of the included angle, and finally calculating the normal vector vPronormal of the tunnel center line on the A1 normal plane;
s1-3, the tunnel reference excavation line direction is defined as the H direction, the vector in the H direction is calculated, then the V direction of tunnel excavation is obtained together with the tangential direction of A1, the calculation formula is V = vProNormal H, namely the vector V is the cross product of the projection plane normal vector vProNormal and the direction vector H;
s1-4, acquiring a minimum bounding box L, a bounding box long axis maximum point MaxP and a minimum point MinP of the tunnel model cross section in the construction engineering data according to the selected tunnel cross section profile;
s1-5, calculating a section central point minPos by combining a projection plane according to the solved bounding box major axes MaxP and MinP;
s2, generating splitting units according to the layered models, and performing unit attribute configuration and expansion on the layered models to obtain a BIM (building information modeling) model constructed by the excavation result model;
S-A, performing attribute configuration on each excavation result entity, including: assigning values according to color, transparency, construction type, personnel and time;
and S-B, respectively calculating the width and the height of the tunnel section according to the H direction and the V direction and the length of the long axis of the bounding box, wherein the calculation formula is as follows:
projection vector of bounding box long axis in H direction:
vHProLen = ((((MaxP – MinP) % H) / (H.x*H.x + H.y*H.y + H.z*H.z)) * H)；
width of tunnel section:
HLen = sqrt(vHProLen.x* vHProLen.x + vHProLen.y* vHProLen.y + vHProLen.z* vHProLen.z)；
wherein H is a direction vector obtained by S1-3, H.x/H.y/H.z are respectively x/y/z coordinates of the vector H, vHPROLen.x/vHPROLen.y/vHPROLen.z are respectively x/y/z coordinates of the vector vHPROLen, and sqrt is a square root obtained;
S-C, calculating the excavation profile of the section of the tunnel according to the combination of the input section parameters; and sweeping the tunnel section excavation profile into an excavation surface along the center line of the tunnel in a sweeping mode, and then performing Boolean operation on the excavation surface and an excavation body according to the sequence of pit guiding at the left side and the right side and then up and down to obtain a BIM (building information modeling).
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| CN116090072B (en) * | 2023-02-17 | 2023-10-03 | 广东省水利水电第三工程局有限公司 | Engineering construction model export system based on BIM technology |
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