CN114722484A - Concrete structure template panel system modeling method based on DYNAMOO - Google Patents

Concrete structure template panel system modeling method based on DYNAMOO Download PDF

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CN114722484A
CN114722484A CN202210644390.0A CN202210644390A CN114722484A CN 114722484 A CN114722484 A CN 114722484A CN 202210644390 A CN202210644390 A CN 202210644390A CN 114722484 A CN114722484 A CN 114722484A
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panel
column wall
column
floor
family
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CN114722484B (en
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林炳云
苏钢
胡兆文
李庆刚
刘全林
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Shandong Hi Speed Dejian Group Co Ltd
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Shandong Hi Speed Dejian Group Co Ltd
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    • 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
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/02—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for rooms as a whole by which walls and floors are cast simultaneously, whole storeys, or whole buildings
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
    • 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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Mechanical Engineering (AREA)
  • Geometry (AREA)
  • Theoretical Computer Science (AREA)
  • General Physics & Mathematics (AREA)
  • Computer Hardware Design (AREA)
  • General Engineering & Computer Science (AREA)
  • Evolutionary Computation (AREA)
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  • Mathematical Analysis (AREA)
  • Mathematical Optimization (AREA)
  • Pure & Applied Mathematics (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The invention provides a concrete structure template panel system modeling method based on DYNAMOO, which belongs to the technical field of BIM modeling and comprises the following steps: the method comprises the steps of acquiring the plane position, the vertical elevation and the section size information of a floor cast-in-place concrete structural member needing to be built with a panel formwork system, and building parameters according to the panel formwork system to realize automatic modeling of a panel formwork system model of the cast-in-place concrete structural member. The invention effectively improves the efficiency of BIM model modeling of the concrete member forming panel template system, is beneficial to popularizing the digital modeling application of the concrete structure template system and promotes the informatization and digital transformation of the building industry.

Description

Concrete structure template panel system modeling method based on DYNAMOO
Technical Field
The invention belongs to the technical field of BIM modeling, and particularly relates to a concrete structure template panel system modeling method based on DYNAMOO.
Background
With the revolution and penetration of electronic information technology in all industries, the digital informatization conversion of the building industry is also going deep, and the building industry informatization technology represented by the BIM technology becomes a key breakthrough for the information construction of the building industry. At present, BIM related modeling software is numerous, wherein REVIT software is the most common modeling software, and the modeling speed and accuracy can be ensured based on secondary development of the REVIT software.
At present, in the building industry, due to the reasons of complex BIM model, unclear modeling rule and the like, the template system modeling is manually completed only by professional technicians, so that the deepening application of the BIM technology of the cast-in-place concrete structure template system is difficult to promote.
Disclosure of Invention
In view of the above-mentioned deficiencies of the prior art, the present invention provides a concrete structure formwork panel system modeling method based on DYNAMOO, so as to solve the above-mentioned technical problems.
In a first aspect, the present invention provides a DYNAMO-based concrete structure formwork panel system modeling method, including:
s1, establishing a panel parameterization family of the cast-in-place concrete beam-column-wall component, arranging and adjusting the panel parameterization family of the beam-column-wall component according to the read plane position, vertical elevation and section size information of the beam-column-wall component in DYNAMO, shearing all panel template systems inserted into the section of the beam-plate-column-wall component by utilizing DYNAMO, and forming a panel model of the cast-in-place concrete beam-column-wall component in REVIT;
s2, creating a support component parameterization family of the cast-in-place concrete beam column wall member, arranging and adjusting the support component parameterization family of the beam column wall member in DYNAMOO according to the acquired plane position, vertical elevation and section dimension information of the cast-in-place concrete beam column wall member, the position and parameter information of the cast-in-place concrete beam column wall member panel model generated in S1 and the plane position, vertical elevation and section dimension information of all members intersected with the cast-in-place concrete beam column wall member, and forming a support component model of the beam column wall member in REVIT;
s3, obtaining floor primitive bottom surface size information in DYNAMOO, generating a floor panel model by using floor bottom surface nodes in a plane stretching mode, and shearing the floor panel model by using all beam column wall members intersected with a floor panel family by using DYNAMOO to form an actually required floor panel;
and S4, creating a parameterized family of floor panel supporting components, and arranging and adjusting the parameterized family of floor panel supporting components in the DYNAMOO along the long side direction of the floor slab according to the read bottom surface shape parameters of the floor slab, the plane position, the vertical elevation and the section size information of the floor panel model generated in S3 and the vertical elevation and the section size information of all beam column wall members intersected with the floor panel to form the floor panel supporting component model.
Further, the arranging and adjusting the panel parameterization family of the beam-column wall member according to the read plane position, vertical elevation and section size information of the beam-column wall member at the DYNAMOO comprises:
reading the plane position of a beam-column wall component by using a byGetElement Rotation node and an element.
And adjusting corresponding parameters of the structural cylindrical panel parameter family according to the read vertical elevation and section dimension information of the component.
Further, arranging and adjusting a support component parameterization family of the beam column wall member in DYNAMOO according to the acquired type, plane position, vertical elevation and section size information of the cast-in-place concrete beam column wall member, the position and parameter information of the cast-in-place concrete beam column wall member panel model generated in S1, and the plane position, vertical elevation and section size information of all members intersected with the cast-in-place concrete beam column wall member, wherein the support component parameterization family comprises:
creating a structural column support component parameterization family, and reading the plane position, the vertical elevation and the section size information of a beam-column wall component, the position and the parameter information of a beam-column wall component panel model generated in S1, and the plane position, the vertical elevation and the section size information of all components intersected with the beam-column wall component by utilizing an element.
Arranging a parameterized family of support assemblies for the members in dependence on the read planar positions of the members, the planar positions of the beam column wall member panel model generated in S1, and the planar positions of all members intersecting the beam column wall member;
the method comprises the steps of obtaining secondary ridge, main ridge and column hoop arrangement parameters of a beam-column wall member by using a Code Block node and an element & ltSetparameter Byname node in DYNAMOO, and adjusting a secondary ridge, a main ridge and a column hoop parameterization family of the member by using the Code Block node according to read vertical elevation and section dimension information of the corresponding beam-column wall member and vertical elevation and section dimension information of all members intersected with the member.
Further, the parameter family of the support components arranged along the long side direction of the floor slab and used for adjusting the floor slab comprises:
reading the floor bottom surface shape parameters by using Element Surfaces Reference nodes, and judging the long side direction of the floor by using List.
Reading the plane positions of all beam-column wall members intersected with the floor slab in DYNAMO, and arranging a support component parameterization group of the floor slab along the long side direction of the floor slab by utilizing a family distance.
And adjusting the parameter of the support component parameterization group of the floor by using the floor support component arrangement parameters obtained by the Code Block node and the Code Block and element.
Further, the beam column wall member comprises a structural column, a shear wall and a structural beam, wherein any one member forms a panel model of the beam column wall member and a support component model of the beam column wall member according to the method of S1-S2; the support assembly comprises a secondary edge for supporting the panel, a main edge or column hoop or wall hoop and a split bolt.
The concrete structure template panel system modeling method based on DYNAMOO provided by the invention has the beneficial effects that the DYNAMOO software is utilized to carry out secondary development on REVIT, and the automatic modeling of a floor structure template system model is realized by reading the position and size information of the structural member of the concrete structure model for building the template and building parameters according to the template system. In addition, the modeling of the cast-in-place concrete template system is automatically completed by utilizing DYNAMO program codes, and the modeling speed of the BIM model of the template system is increased; the template system model established by the invention meets the requirements of the template building relevant specifications and construction processes, and the modeling process of the template system is standardized. The method effectively reduces the operation difficulty of the BIM model modeling of the template system, is favorable for popularizing the digital application of the modeling of the template system of the concrete structure, and promotes the informatization and digital transformation of the building industry.
In addition, the invention has reliable design principle, simple structure and very wide application prospect.
Drawings
In order to more clearly illustrate the embodiments or technical solutions in the prior art of the present invention, the drawings used in the description of the embodiments or prior art will be briefly described below, and it is obvious for those skilled in the art that other drawings can be obtained based on these drawings without creative efforts.
FIG. 1 is a schematic flow diagram of a modeling method provided by the present invention;
FIG. 2 is a schematic flow chart diagram of a modeling method of one embodiment of the present invention;
FIG. 3 is a diagram of a structural cylinder template model generated in an embodiment of the present invention;
fig. 4 is a diagram of a model of a secondary edge, a primary edge or a hoop of a structural column produced in an embodiment of the invention;
FIG. 5 is a diagram of a shear wall panel model generated in an embodiment of the present invention;
fig. 6 is a diagram of a model of a secondary edge, a primary edge or a hoop of a shear wall produced in an embodiment of the invention;
FIG. 7 is a diagram of a structural beam panel model generated in an embodiment of the present invention;
FIG. 8 is a model diagram of a main edge, a secondary edge and a split bolt of the structural beam generated in the embodiment of the present invention;
FIG. 9 is a diagram of a floor panel model generated in an embodiment of the present invention;
fig. 10 is a diagram of a model of a secondary ridge and a primary ridge of a floor slab generated in an embodiment of the invention;
fig. 11 is an overall model diagram of a floor concrete structure formwork system generated in the embodiment of the present invention.
Detailed Description
In order to make those skilled in the art better understand the technical solution of the present invention, the technical solution in the embodiment of the present invention will be clearly and completely described below with reference to the drawings in the embodiment of the present invention, and it is obvious that the described embodiment is only a part of the embodiment of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The following explains key terms appearing in the present invention.
In the construction industry, the formwork project mainly comprises a formwork system and a support frame body. The formwork system comprises a panel and a support assembly, wherein the support assembly comprises a secondary ridge and a main ridge for supporting the panel, a split bolt and other assemblies.
Dynamo is a visual programming tool used to define relationships and create algorithms.
Revit is one of the most widely used software in BIM system in the building industry in China.
FIG. 1 is a schematic flow diagram of a method of one embodiment of the invention. The embodiment of the invention provides a concrete structure template panel system modeling method based on DYNAMOO, which comprises the following steps:
s1, establishing a panel parameterization family of the cast-in-place concrete beam-column-wall component, arranging and adjusting the panel parameterization family of the beam-column-wall component according to the read plane position, vertical elevation and section size information of the beam-column-wall component in DYNAMO, shearing all panel template systems inserted into the section of the beam-plate-column-wall component by utilizing DYNAMO, and forming a panel model of the cast-in-place concrete beam-column-wall component in REVIT;
s2, creating a support component parameterization family of the cast-in-place concrete beam column wall member, arranging and adjusting the support component parameterization family of the beam column wall member in DYNAMOO according to the acquired plane position, vertical elevation and section dimension information of the cast-in-place concrete beam column wall member, the position and parameter information of the cast-in-place concrete beam column wall member panel model generated in S1 and the plane position, vertical elevation and section dimension information of all members intersected with the cast-in-place concrete beam column wall member, and forming a support component model of the beam column wall member in REVIT;
s3, obtaining floor primitive bottom surface size information in DYNAMOO, generating a floor panel model by using floor bottom surface nodes in a plane stretching mode, and shearing the floor panel model by using all beam column wall members intersected with a floor panel family by using DYNAMOO to form an actually required floor panel;
and S4, creating a parameterized family of floor panel supporting components, and arranging and adjusting the parameterized family of floor panel supporting components in the DYNAMOO along the long side direction of the floor slab according to the read bottom surface shape parameters of the floor slab, the plane position, the vertical elevation and the section size information of the floor panel model generated in S3 and the vertical elevation and the section size information of all beam column wall members intersected with the floor panel to form the floor panel supporting component model.
Optionally, as an embodiment of the present invention, the arranging and adjusting a panel parameterization family of the beam-column wall member according to the read plane position, vertical elevation and section size information of the beam-column wall member at DYNAMO includes:
reading the plane position of a beam-column wall component by using a byGetElement Rotation node and an element.
And adjusting corresponding parameters of the structural cylindrical panel parameter family according to the read vertical elevation and section dimension information of the component.
Optionally, as an embodiment of the present invention, in the dyno, according to the obtained information on the type, the plane position, the vertical elevation, and the cross-sectional size of the cast-in-place concrete beam-column wall member, the position and the parameter information of the cast-in-place concrete beam-column wall member panel model generated in S1, and the information on the plane position, the vertical elevation, and the cross-sectional size of all members intersecting with the cast-in-place concrete beam-column wall member, a parameterization family of support components of the beam-column wall member is arranged and adjusted, including:
creating a structural column support component parameterization family, and reading the plane position, the vertical elevation and the section size information of a beam-column wall component, the position and the parameter information of a beam-column wall component panel model generated in S1, and the plane position, the vertical elevation and the section size information of all components intersected with the beam-column wall component by utilizing an element.
Arranging a parameterized family of support assemblies for the members in dependence on the read planar positions of the members, the planar positions of the beam column wall member panel model generated in S1, and the planar positions of all members intersecting the beam column wall member;
the method comprises the steps of obtaining secondary ridge, main ridge and column hoop arrangement parameters of a beam-column wall member by using a Code Block node and an element & ltSetparameter Byname node in DYNAMOO, and adjusting a secondary ridge, a main ridge and a column hoop parameterization family of the member by using the Code Block node according to read vertical elevation and section dimension information of the corresponding beam-column wall member and vertical elevation and section dimension information of all members intersected with the member.
Optionally, as an embodiment of the present invention, the parameter family of support components for arranging and adjusting the floor slab along the long side direction of the floor slab includes:
reading the shape parameters of the bottom surface of the floor slab by using an Element Surfaces Reference node, and judging the long side direction of the floor slab by using a List.
Reading the plane positions of all beam-column wall members intersected with the floor slab in DYNAMO, and arranging a support component parameterization group of the floor slab along the long side direction of the floor slab by utilizing a family distance.
And adjusting the parameter of the support component parameterization group of the floor by using the floor support component arrangement parameters obtained by the Code Block node and the Code Block and element.
Optionally, as an embodiment of the present invention, the beam-column wall member includes a structural column, a shear wall, and a structural beam, wherein any one of the members forms a panel model of the beam-column wall member and a support assembly model of the beam-column wall member according to the method described in S1-S2; the support assembly comprises a secondary edge for supporting the panel, a main edge or column hoop or wall hoop and a split bolt.
In order to facilitate understanding of the present invention, as shown in fig. 2, the following takes a structural column, a shear wall, and a structural beam as examples to further describe the method for building a concrete structure formwork panel system based on DYNAMO according to the present invention.
S11: creating a structural cylinder panel parameterization family, reading the plane position, the vertical elevation and the section size information of the structural cylinder by utilizing DYNAMOO, arranging the structural cylinder panel parameterization family according to the structural cylinder position information, adjusting the structural cylinder panel parameterization family according to the read structural cylinder size information, shearing all the components by utilizing DYNAMOO to form a cylinder template family, and generating a structural cylinder panel model as shown in FIG. 3.
In this embodiment, a structural column panel parameterization family is established, parameters such as panel thickness, panel height, panel size are set as example parameters, in a concrete structure floor model where a template needs to be set up, a byGetElement Rotation node and an element. The method comprises the steps of arranging a structural column panel parameterized group by using Familiservices node according to the plane position of a structural column, adjusting the thickness of a panel to be 12mm by using Code Block node, inputting the read structural column size information into corresponding parameters in the structural column panel parameterized group by using element.
S12: creating a secondary ridge, a main ridge and a column hoop parameterized family of the structural column, arranging and adjusting the secondary ridge, the main ridge and the column hoop parameterized family of the structural column in DYNAMOM according to the acquired plane position, vertical elevation and section dimension information of the structural column, the plane position, vertical elevation and section dimension information of a panel model of the structural column generated in S11 and the plane position, vertical elevation and section dimension information of all components intersected with the structural column, forming secondary ridge, main ridge and column hoop models of the structural column in REVIT, and generating the secondary ridge, main ridge and column hoop models of the structural column as shown in FIG. 4.
In this embodiment, a parametric family of secondary flutes, primary flutes and hoops of the structural column is created, the secondary flute pitch, the primary hoop pitch, the cross-sectional dimension or specification, and the corresponding column length and column width are set as example parameters, and the number of secondary flutes and primary hoops is set as an example parameter and is associated with the secondary flute, primary flute and hoop pitch and column height. In a concrete structure model needing to be built with a template, reading the structural column, the plane position, the vertical elevation and the section size information of a structural column panel generated in S11 by using an element. Arranging secondary ridges, main ridges and hoop parameterization families of the structural columns according to the position information of the structural columns; the method comprises the steps of setting a secondary ridge interval of a structural column to be 200mm, setting a main ridge hoop interval to be 850mm and setting a secondary ridge specification to be 80mm x 50mm battens by using Code Block and element section Byname nodes in DYNAMOO, obtaining the column length and column width of the structural column input by a user, and automatically adjusting parameters in a secondary ridge, a main ridge and a column hoop parameterization family of the structural column by using the Code Block nodes according to read vertical elevation and section size information of the structural column and consideration of avoiding a floor slab, a structural beam and a shear wall intersected with the structural column, so as to complete modeling of the secondary ridge, the main ridge and the column hoop of the structural column.
S13: creating a shear wall panel parameterization group, reading the plane position, the vertical elevation and the section size information of the shear wall by utilizing DYNAMOO, arranging the shear wall panel parameterization group according to the plane position of the shear wall, adjusting the shear wall panel parameterization group according to the read vertical elevation and the section size information of the shear wall, and shearing the wall panel group by utilizing the DYNAMOO to generate a shear wall panel model as shown in FIG. 5.
Specifically, a shear wall panel parameterization group is created, the shear wall floor thickness, the wall height and the wall length are set as example parameters, in a concrete structural model needing to be built with a template, the plane position, the wall height, the wall length and the wall thickness of a shear wall are read by using element.getlocation nodes in DYNAMO, the shear wall panel parameterization group is arranged by using family impedance.bypoint nodes according to the plane position of the shear wall, the wall thickness, the wall length and the wall height in the shear wall panel parameterization group are automatically adjusted by using Code Block and element.setparameterByname nodes in DYNAMO according to the read wall thickness, wall length and wall height of the shear wall, the panel thickness is set to be 12mm, and a REVIT shearing command is called by using a Pythonscript node in DYN to program, so that a structural beam, a structural column and a floor slab which intersect with the wall are subjected to shear force, and the shear wall panel parameterization group is built, and the shear wall panel modeling is completed.
S14: creating a secondary ridge, a main ridge and a wall hoop parametric family of the shear wall, arranging and adjusting the secondary ridge, the main ridge and the wall hoop parametric family of the shear wall in REVIT according to the plane position, the vertical elevation and the section dimension information of the shear wall, the plane position, the vertical elevation and the section dimension information of the panel model of the shear wall generated in S13 and the plane position, the vertical elevation and the section dimension information of all components intersected with the shear wall in DYNAMO, and forming a secondary ridge, a main ridge and a wall hoop model of the shear wall in REVIT, wherein the formed secondary ridge, the main ridge and the wall hoop model of the shear wall are shown in FIG. 6.
Specifically, a parameterization family of secondary ridges, main ridges and wall hoops of the shear wall is created, the distances, the lengths and the types of the secondary ridges, the main ridges and the wall hoops of the shear wall are set as example parameters, the numbers of the secondary ridges, the main ridges and the wall hoops are set as example parameters and are associated with the height and the component distance of the shear wall, in a concrete structure floor model needing to be built with a template, the plane position, the vertical elevation and the section size information of the shear wall and the plane position, the vertical elevation and the section size information of a shear wall panel generated in S13 are read by using element nodes in DYNAMOM, the shape parameters of a structural beam, the shear wall and a floor slab which are intersected with the shear wall are read at the same time, the sub ridges, the main ridges and the section size information of the shear wall are arranged by using factor nodes according to the position information of the shear wall, the parameterization node of the shear wall, the subgroup pitch of the shear wall is 200mm, and the shear wall distance is arranged as 500mm by using Code, element nodes in DYNAMOM, and the parametrization node of the shear wall The arrangement distance of the main ridges is 850mm, floor slabs, structural beams and structural columns intersecting with the shear wall are considered according to the read section size information of the shear wall and the section size information of the shear wall generated in S13, and parameters in a shear wall secondary ridge, the main ridge and a wall hoop parameterization family are automatically adjusted by using a Code Block node, so that the shear wall secondary ridge, the main ridge and the wall hoop modeling are completed.
S15: creating a structural beam panel parameterization family, reading the plane position, the vertical elevation and the section size information of the structural beam by utilizing DYNAMOO, arranging the structural beam panel parameterization family according to the plane position of the structural beam, adjusting the parameters in the structural beam panel parameterization family according to the read vertical elevation and the section size information of the structural beam, and automatically shearing the structural beam panel parameterization family by utilizing DYNAMOO to form a structural beam panel model as shown in FIG. 7.
Specifically, a family of line-based structural beam panel parameterizations is created, with structural beam panel thickness, beam width, and beam height set as example parameters. In a concrete structure floor model needing to be built with a template, reading the plane position, the beam height and the beam width of a structural beam by using element.getlocation nodes in DYNAMO, and arranging a structural beam panel parameterization family by using family instance.byline nodes according to the plane position of the structural beam; setting a panel with the thickness of 12mm by using an element.SetParameterByname node, and automatically adjusting parameters of the parametric family beam width and the beam height of the structural beam panel according to the read height and width of the ground beam of the structural beam; calling a REVIT shearing command API by using a PythonScript node in DYNAMOO to program, so that the shearing wall, the structural column, the floor slab and other structural beams which are intersected with the structural beam panel family automatically shear the structural beam panel parameterization family, and the structural beam panel model modeling is completed.
S16: creating a parametric group of a structural beam secondary ridge, a main ridge and a split bolt, reading the plane position, the vertical elevation and the section size information of a structural beam by utilizing DYNAMOO, reading the plane position, the vertical elevation and the section size information of a component intersected with the structural beam, placing the parametric group of the structural beam secondary ridge, the main ridge and the split bolt according to the plane position of the structural beam, inputting the arrangement parameters of the structural beam secondary ridge, the main ridge and the split bolt by utilizing DYNAO, adjusting the parameter values in the parametric group of the structural beam secondary ridge, the main ridge and the split bolt according to the vertical elevation and the section size information of the structural beam and the vertical elevation and the section size information of a structural beam panel generated in S15 and avoiding the component intersected with the structural beam to form a model of the structural beam secondary ridge, the main ridge and the split bolt as shown in FIG. 8;
specifically, a structural beam secondary ridge, a main ridge and a split bolt parameterization family are created, space, length and specification parameters of the structural beam secondary ridge, the main ridge and the split bolt are set as example parameters, in a concrete structural model needing to be built with a template, the plane position, the vertical elevation and the section size information of a structural beam panel generated in the structural beam and S15 are read by using element. According to the plane position of a structural beam, distributing structural beam sub-ridges, main ridges and split bolt parameterizations by using Familyinstance node, inputting the structural beam sub-ridge distance of 200mm and the main ridge distance of 500mm by using Code Block and element set parameter Byname nodes in DYNAMOO, considering other structural beams, floors, structural columns and shear walls which are intersected with the structural beam according to the structural beam height, beam width, beam length and structural beam panel section size information generated in S15, and automatically adjusting the structural beam sub-ridges, main ridges and split bolt parameterizations by using the Code Block node to complete the automatic modeling of structural beam sub-ridges, main ridges and split bolt models.
S17: the floor primitive bottom surface shape information is read in the DYNAMO, the bottom surface of the floor is stretched downwards by using a DYNAMO node to generate a floor panel model, and the structural beams, the structural columns and the shear walls which are intersected with the floor panel family are cut by using the DYNAMO to form the floor panel model as shown in figure 9.
Specifically, the following are specified: reading the bottom shape of a floor primitive by using Element Surfaces Reference nodes in DYNAMO, stretching downwards by using surface-Thicken nodes in DYNAMO to generate a floor panel model, setting the thickness of the panel to be 12mm, calling a REVIT shearing command API by using PythonScript nodes in DYNAMO, and enabling a structural beam, a structural column and a shearing wall intersected with a floor panel group to automatically shear the floor panel model to complete floor panel model modeling;
s18: creating primary ridge and secondary ridge parametric families of the floor slab, automatically reading shape parameters of the floor slab in DYNAMOV, judging the long side direction of the floor slab, reading shape parameters of members intersected with the floor slab, arranging the primary ridge and secondary ridge parametric families of the floor slab along the long side direction of the floor slab by utilizing DYNAMOV, obtaining arrangement parameters of the primary ridge and secondary ridge of the floor slab by utilizing DYNAMOV, automatically adjusting the parametric family parameters of the primary ridge and secondary ridge of the floor slab according to all the members intersected with the floor slab and a floor slab panel model generated in S17, forming primary ridges and secondary ridges in the floor slab panel model, and generating the primary ridges and secondary ridges in the floor slab panel model as shown in FIG. 10.
Specifically, a primary ridge and a secondary ridge parameter family of the floor slab is created, and primary ridge and secondary ridge spacing, section size or specification and length parameters are set as instance parameters. The method comprises the steps of automatically reading floor slab shape parameters by utilizing an Element Surfaces Reference node in DYNAMOO, judging the long side direction of a floor slab by utilizing a List.
Finally generating a model of the formwork system of the floor concrete structure according to the steps S11-S18 is shown in FIG. 11.
Although the present invention has been described in detail by referring to the drawings in connection with the preferred embodiments, the present invention is not limited thereto. Various equivalent modifications or substitutions can be made on the embodiments of the present invention by those skilled in the art without departing from the spirit and scope of the present invention, and these modifications or substitutions are within the scope of the present invention/any person skilled in the art can easily conceive of the changes or substitutions within the technical scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.

Claims (5)

1. A concrete structure template panel system modeling method based on DYNAMOO is characterized by comprising the following steps:
s1, obtaining a panel parameterization group of the cast-in-place concrete beam-column wall member, arranging and adjusting the panel parameterization group of the beam-column wall member according to the read plane position, vertical elevation and section size information of the beam-column wall member in the DYNAMOO, shearing all panels inserted into the section of the beam-plate-column wall by utilizing the DYNAO, and forming a panel model of the cast-in-place concrete beam-column wall member in the REVIT;
s2, obtaining a support component parameterization family of the cast-in-place concrete beam column wall panel template system, arranging and adjusting the support component parameterization family of the beam column wall member in DYNAMO according to the obtained plane position, vertical elevation and section dimension information of the cast-in-place concrete beam column wall member, the position and parameter information of the cast-in-place concrete beam column wall member panel model generated in S1 and the plane position, vertical elevation and section dimension information of all members intersected with the cast-in-place concrete beam column wall member, and forming a support component model of the beam column wall member in REVIT;
s3, obtaining REVIT floor primitive bottom surface size information in DYNAMOO, generating a floor panel model by utilizing a floor bottom surface plane in a mode of stretching the thickness of a panel, and shearing the floor panel model by utilizing a DYNAMOO shearing command to enable all beam-column wall members intersected with a floor panel family to shear the floor panel model to form an actually required floor panel;
and S4, obtaining a parameterized group of the floor panel supporting components, and arranging and adjusting the parameterized group of the floor panel supporting components along the long side direction of the floor slab in DYNAMOO according to the read bottom surface shape parameters of the floor slab, the plane position, the vertical elevation and the section size information of the floor panel model generated in S3 and the vertical elevation and the section size information of all beam column wall members intersected with the floor panel to form the floor panel supporting component model.
2. The method of claim 1, wherein the arranging and adjusting the panel parameterization family of the beam-column wall member at DYNAMOO according to the read plane position, vertical elevation and cross-sectional dimension information of the beam-column wall member comprises:
reading the plane position of a beam-column wall component by using a byGetElement Rotation node and an element.
And adjusting corresponding parameters of the structural cylindrical panel parameter family according to the read vertical elevation and section dimension information of the component.
3. The method of claim 1, wherein arranging and adjusting a family of support assembly parameterizations of the beam column wall member in DYNAMOO according to the obtained type, plane position, vertical elevation and cross-sectional dimension information of the cast-in-place concrete beam column wall member, the position and parameter information of the cast-in-place concrete beam column wall member panel model generated in S1, and the plane position, vertical elevation and cross-sectional dimension information of all members intersecting the cast-in-place concrete beam column wall member comprises:
acquiring a structural column support component parameterization family, and reading the plane position, the vertical elevation and the section size information of a beam-column wall component, the position and the parameter information of a beam-column wall component panel model generated in S1, and the plane position, the vertical elevation and the section size information of all components intersected with the beam-column wall component by utilizing an element.
Arranging a parametric family of support assemblies for the members in dependence upon the read planar positions of the members, the planar positions of the beam column wall member panel model generated in S1, and the planar positions of all members intersecting the beam column wall member;
the method comprises the steps of obtaining secondary ridges, main ridges and column hoop arrangement parameters of a beam-column wall member by using Code Block and element set parameter Byname nodes in DYNAMOO, and adjusting secondary ridges, main ridges and column hoop parameterization families of the member by using the Code Block nodes according to the read vertical elevation and section size information of the corresponding beam-column wall member and the vertical elevation and section size information of all members intersected with the member.
4. A method according to claim 1, wherein said arranging and adjusting a family of support assembly parameterisations for floor slabs in a direction of a slab length comprises:
reading the shape parameters of the bottom surface of the floor slab by using an Element Surfaces Reference node, and judging the long side direction of the floor slab by using a List.
Reading the plane positions of all beam-column wall members intersected with the floor slab in DYNAMOO, and arranging a support component parameterization family of the floor slab along the long side direction of the floor slab by utilizing a family distance.
And (3) using the floor slab support component arrangement parameters obtained by the Code Block node, and using the Code Block and element.SetParameterByname node to adjust the floor slab support component parameterization family parameters according to the position and parameter information of the floor slab panel model generated in S3 and the vertical elevation and section size information of all beam column wall members intersected with the floor slab.
5. The method of any one of claims 1 to 4, wherein the beam-column wall element comprises a structural column, a shear wall, a structural beam, any one of which forms a panel model of the beam-column wall element and a support assembly model of the beam-column wall element according to the method of S1-S2; the support assembly comprises a secondary edge for supporting the panel, a main edge or column hoop or wall hoop and a split bolt.
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