CN115730362A - Revit platform-based formwork configuration plug-in unit for cast-in-place structure and method - Google Patents
Revit platform-based formwork configuration plug-in unit for cast-in-place structure and method Download PDFInfo
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Abstract
The invention provides a formwork configuration plug-in unit for a cast-in-place structure based on a Revit platform and a method, wherein the plug-in unit comprises a formwork identification and configuration unit, a disc buckle frame body self-configuration unit, a material statistics unit and an engineering calculation book unit; the template identification and matching unit comprises a high formwork identification module, a detail checking module and a template generation module; the self-arrangement unit of the coil buckle frame body comprises a frame body generation module and a bent frame parameter adjustment module; the material counting unit comprises a template counting module and a bent frame counting module; the engineering calculation book unit comprises a model export module and a calculation book export module. According to the method, the high formwork supporting area with high risk is screened and identified through the high formwork supporting identification module, and the color mark is given, so that constructors can conveniently judge the grade of the formwork supporting area; the template generation module is convenient for rapidly configuring the template and the support, and the material counting unit is matched to realize accurate counting of the material consumption, improve the construction efficiency and reduce the construction cost.
Description
Technical Field
The invention relates to the technical field of civil engineering, in particular to a formwork configuration plug-in unit for a cast-in-place structure based on a Revit platform and a method.
Background
In engineering construction, the problems that formwork supporting frame body arrangement work is difficult, arrangement accuracy is not accurate, high formwork supporting areas such as basements are complex and difficult to completely identify, and Revit plug-ins are short in civil construction are commonly existed in building construction. For the mold matching and statistics of the pouring templates, the erection and statistics of the template supporting frame bodies and the theoretical calculation basis of the template matching and statistics, building designers mostly adopt the traditional manual frame arrangement, mold matching and calculation modes, but the operation mode brings great loss to the construction operation of the engineering in the aspects of manpower, material resources and financial resources. The operation mode is that the arrangement of the frame bodies is manually carried out in a plane, a large amount of theoretical basis calculation is needed, and no efficient counter measures are provided for the judgment of the grade of the formwork support, the configuration of the formwork and the material statistics of the formwork support and the formwork support.
In actual construction, the arrangement of the frame bodies, the arrangement of the templates, the budget, and the like are usually performed manually. When the construction operation is carried out in this way, a large amount of time is consumed in the aspect of time for drawing the framed bent diagram, judging the grade of the formwork supporting area, carrying out related calculation and the like, so that the development of a construction period is not facilitated; the material statistical result cannot be accurately obtained in the aspect of accuracy, high formwork supporting areas cannot be completely considered aiming at structural complex areas such as a basement, and the like, and safety control on site is not facilitated; the materials of the frame body and the template can be greatly lost in the aspect of economy, and the construction is not favorable for capital management and control and environmental protection.
Disclosure of Invention
The invention provides a formwork configuration plug-in unit for a cast-in-place structure based on a Revit platform and a method thereof for solving the technical problems that formwork configuration is time-consuming and labor-consuming and material statistics results are inaccurate in the existing construction method.
In a first aspect, the invention provides a formwork configuration plug-in unit for a Revit platform-based cast-in-place structure, which comprises a formwork identification and distribution unit, a disc buckle frame body self-arrangement unit, a material statistics unit and an engineering calculation book unit;
the template identification and matching unit comprises a high formwork identification module, a detail checking module and a template generating module; the high formwork identification module is used for reading component parameters in the Revit structural model, screening and identifying a high formwork area in the structural model and giving a color identifier; the detail viewing module is used for viewing parameters of each component in the structural model; the template generation module is used for generating a template model and a template layout for pouring a component in the structural model;
the disc buckle frame self-arrangement unit comprises a frame body generation module and a bent frame parameter adjustment module; the frame body generating module is used for generating a support frame model, and the support frame model supports the template model; the bent frame parameter adjusting module is used for adjusting configuration parameters of the support frame model;
the material statistical unit comprises a template statistical module and a bent frame statistical module; the template counting module counts and derives the usage of template materials based on the template layout pattern, and the bent frame counting module counts and derives the usage of bent frame materials based on the support frame model;
the engineering calculation book unit comprises a model export module and a calculation book export module, and the model export module is used for exporting the generated template model and the support frame model; and the calculation book exporting module is used for connecting the template model and the support frame model to Midas software for stress analysis and exporting a calculation book.
Further, the template identification and matching unit further comprises a high formwork mark removing module for removing the color identifier given to the high formwork area by the high formwork identification module.
Further, the template identification and matching unit further comprises a template deleting module, which is used for deleting the template model generated in the structure model.
Further, the disk fastener frame self-arrangement unit further comprises a frame deletion module for deleting the generated support frame model.
Furthermore, the self-arrangement unit of the plate buckle frame body further comprises a boundary beam identification module and a boundary beam mark clearing module, wherein the boundary beam identification module is used for screening and identifying a boundary beam area in the structural model and giving a color mark; the boundary beam mark removing module is used for removing the color mark given to the boundary beam area by the boundary beam identification module.
In a second aspect, the invention provides an application method of a formwork configuration plug-in unit for a cast-in-place structure based on a Revit platform, which comprises the following steps:
installing a plug-in on a Revit platform; the insert is a mould frame configuration insert for a cast-in-place structure based on a Revit platform in any one of the technical schemes;
and the Revit platform runs the plug-in and performs data interaction with the client through the plug-in.
Further, the step that the Revit platform runs the plug-in and performs data interaction with the client through the plug-in comprises:
reading component parameters in the Revit structural model by using the high formwork identification module, screening and identifying a high formwork area in the structural model, and giving a color identifier; checking parameters of each component in the structural model by using the detail checking module; generating a template model and a template layout for pouring a component in a structural model by using the template generation module;
generating a support frame model by using the frame body generation module, so that the support frame model supports the template model; adjusting configuration parameters of the support frame model by using the bent parameter adjusting module;
on the basis of the template layout pattern, the template counting module is used for counting and exporting the usage amount of template materials, and on the basis of the support frame model, the bent counting module is used for counting and exporting the usage amount of bent materials;
exporting the generated template model and the support frame model by using the model export module; and connecting the template model and the support frame model to Midas software by using the calculation book export module for stress analysis, and exporting a calculation book.
In a third aspect, the invention provides a method for configuring a formwork for a cast-in-place structure based on a Revit platform, which comprises the following steps:
establishing a structural model for simulating a cast-in-place structure based on a Revit platform;
installing a plug-in on a Revit platform; the plug-in comprises a template identification and matching unit, a disc buckle frame self-arrangement unit, a material statistics unit and an engineering calculation book unit;
reading component parameters in the structural model by using a template identification and matching unit of the plug-in, screening and identifying a high formwork supporting area in the structural model, and generating a template model and a template layout for pouring components in the structural model;
calculating an applicable minimum formwork erection parameter in the structural model by using a disc buckle frame self-arrangement unit of the plug-in, deepening and outputting a support frame model;
counting the material consumption of the template and the material consumption of the bent frame based on the template bent frame and the support frame model by using a material counting unit of the plug-in, and exporting;
and exporting the template model, the support frame model and the calculation book by utilizing the engineering calculation book unit of the plug-in.
Further, the step of calculating the applicable minimum formwork erection parameter in the structural model by using the self-arrangement unit of the plate buckle frame body of the plug-in, deepening and outputting the support frame model comprises the following steps:
generating a support frame model by using a frame body generating module of the disc buckle frame body self-arrangement unit, so that the support frame model supports the template model;
and adjusting the configuration parameters of the support frame model by utilizing a bent parameter adjusting module of the self-arrangement unit of the plate buckle frame body.
Further, the step of deriving the template model, the scaffold model and the calculation book by using the engineering calculation book unit of the plug-in comprises:
exporting the generated template model and the support frame model by using a model export module of the engineering calculation book unit, and guiding the compilation and the site construction of a construction scheme;
and connecting the template model and the support frame model to Midas software for stress analysis by using a calculation book export module of the engineering calculation book unit, and exporting a calculation book.
The invention has the beneficial effects that: screening and identifying a high formwork supporting area with high risk through a high formwork supporting identification module, and giving a color mark to facilitate the judgment of the grade of the formwork supporting area by constructors; the template generation module is used for generating a template model and a template layout pattern, the support body generation module is used for generating a support frame model, so that the template and the support can be rapidly configured, meanwhile, the material statistics unit is matched, accurate statistics of material usage is realized, guidance is provided for construction by combining a calculation book derived by the engineering calculation book unit, the construction efficiency is improved, and the construction cost is reduced.
Drawings
Fig. 1 is a schematic diagram of a formwork configuration plug-in unit for a cast-in-place structure based on a Revit platform, which is applied to the Revit platform.
Fig. 2 is a schematic view of a setup window of the high-formwork identification module of the plug-in unit in fig. 1.
Fig. 3 is a schematic diagram of a high formwork identification module of the plug-in unit screening identified high formwork areas in a Revit structural model.
FIG. 4 is a schematic structural diagram of a template model generated by the template generation module of the plug-in according to the present invention.
FIG. 5 is a diagram of a plurality of non-standard templates in the template model of the plug-in of the present invention.
Fig. 6 is a schematic flow chart of a process of calculating an applicable support frame model in a structural model by the disc buckle frame body self-arrangement unit of the present invention.
Detailed Description
The invention is described in further detail below with reference to the figures and specific embodiments.
The invention provides a formwork configuration plug-in unit for a Revit platform-based cast-in-place structure, which comprises a formwork identification and distribution unit, a disc buckle frame body self-arrangement unit, a material statistics unit and an engineering calculation book unit.
As shown in fig. 1, the template identification and matching unit includes a high template identification module, a high template marking and clearing module, a detail checking module, a template generation module, and a template deletion module.
And the high formwork identification module is used for reading component parameters in the Revit structural model, screening and identifying a high formwork area in the structural model and endowing color identification.
Wherein, the high formwork supporting area is set up with a height of 5m or more; or the span is set up to be 10m or more; or the total construction load is 10kN/m 2 And the above; or the load of the concentrated line is 15kN/m or more; or the height is set up to be 8m or more; or the span is set up to be 18m or more; or the total construction load is 15kN/m2 or more; or a member having a concentrated linear load of 20kN/m or more.
As shown in fig. 2, which is a schematic view of a setting window of a high formwork identification module, it can be seen from fig. 2 that both the high formwork area and the large formwork area can be manually set and are endowed with different color marks, for example, in this embodiment, the maximum height of the high formwork is set to be 4.5m, the maximum span is 10m, the beam load is 15KN/m, while the maximum height of the set high formwork is set to be 8m, the maximum span is 18m, and the beam load is 20KN/m. The high mode color is marked yellow, and the high large mode color is marked red.
Fig. 3 is a schematic diagram of a high formwork identification module screening identified high formwork areas in a Revit structural model. The area a in fig. 3 is a high formwork area, and the area B in fig. 3 is a high formwork area.
The high formwork marking and clearing module is used for clearing the color marks given to the high formwork areas by the high formwork identification module. The color mark given to the high formwork area in the structural model can be removed through the high formwork mark removing module. And restoring the structural model to the state before marking.
The template generation module is used for generating a template model and a template layout for pouring the component in the structural model. As shown in fig. 4, the template model generated by the template generating module is a schematic structural diagram. The templates in the template model in this embodiment include standard templates and non-standard templates, and as can be seen from fig. 4, the shapes of different non-standard templates are different, and different numbers are assigned to different non-standard templates for easy identification and configuration. The formwork comprises a wall formwork, a column formwork, a beam formwork and a plate formwork.
As shown in fig. 5, a schematic diagram of a plurality of non-standard templates in a template model, each of the non-standard templates being assigned a different number.
The template deleting module is used for deleting the template model generated in the structure model. And restoring the structural model to the state before matching the model.
The detail viewing module is used for viewing parameters of each component in the structural model; the parameters of each component comprise the height, span, line load, surface load and other parameters of each component, wherein the components comprise cast-in-place structures and also comprise template components.
The self-arrangement unit of the coil buckle frame body comprises a frame body generation module, a bent parameter adjustment module, a boundary beam identification module, a boundary beam mark clearing module and a frame body deleting module.
The support body generation module is used for generating a support frame model, and the support frame model supports the template model. Support body generation module has the major network parameter and sets up the window, and this major network parameter sets up the window and includes that the vertical interval of pole setting sets up the fence and the horizontal interval of pole setting sets up the fence, can edit vertical interval of pole setting and the horizontal interval of pole setting as required, and the default of this embodiment is 1500mm, can generate to lead to row main grid to arrange the frame after setting for required numerical value, support frame model promptly.
Wherein, the support frame model not only includes the pole setting, still includes the horizontal pole, and horizontal pole and pole setting are connected. The arrangement of the vertical rods is realized by setting the transverse spacing or the longitudinal spacing. The configuration of the cross bars is realized by setting the step pitch, the top span and the height of the floor sweeping rod.
The bent parameter adjusting module is used for adjusting configuration parameters of the support frame model. The configuration parameters comprise distance parameters, for example, the distance between the vertical rod and the rod edge, the distance between the vertical rod and the beam edge, the distance between the vertical rod and the wall edge and the like, the distance parameters are set through the bent frame parameter adjusting module, and the support body generating module regenerates partial vertical rods so as to update the support frame model. The configuration parameters of the support frame model further comprise parameters such as the setting step pitch of the cross rod, the top layer span, the height of the floor sweeping rod and the like.
In this embodiment, the support frame model includes not only the main grid bent but also the sub-grid bent. The main grid bent and the sub-grid bent are vertical rod clusters distributed according to preset intervals. The sub-grid bent frames are vertical rod clusters with the spacing of 300mm, and each vertical rod cluster comprises a plurality of vertical rods with the transverse and longitudinal spacing of 300 mm.
The plate buckle frame body self-arrangement unit further comprises a manual adjustment module for manually increasing and decreasing the number and the distance of the vertical rods in the sub-grid bent frame.
The self-arrangement unit of the coil buckle frame body further comprises a frame body deleting module used for deleting the generated support frame model. The deleted support frame model comprises the deletion of all the bent frames or the main grid bent frame and the deletion of the sub-grid bent frame.
And calculating the applicable minimum die set erection parameter in the structural model by utilizing the self-arrangement unit of the disc buckle frame body, and deepening and outputting the support frame model. As shown in fig. 6, a schematic flow chart of calculating an applicable supporting rack model in the structural model for the self-arranging unit of the disc fastener frame is shown. Aim at satisfies under the circumstances of pole setting stability, makes the quantity of setting up of support frame minimum.
As shown in fig. 6, the step of calculating the applicable supporting frame model in the structural model by the disc fastener frame self-arranging unit includes:
based on the component size, confirm inferior stupefied (also called trabecula) interval, utilize framed bent parameter adjustment module input inferior stupefied interval to carry out panel and inferior stupefied checking calculation, if checking calculation passes, this inferior stupefied interval is confirmed, if checking calculation does not pass, inferior stupefied interval reduces the default, with the inferior stupefied interval of renewal, and based on this new inferior stupefied interval, carry out panel and inferior stupefied checking calculation once more, if checking calculation passes, this renewal inferior stupefied interval is confirmed, if checking calculation does not pass, inferior stupefied interval reduces the default once more, with the interval of renewal inferior stupefied. Repeating the above steps until the secondary ridge spacing is determined. In this embodiment, the preset value for each reduction of the ridge pitch is 50mm.
When the secondary ridge spacing is determined, connecting the support frame model to Midas software for stress analysis and calculation to obtain one or more main ridge (also called main beam) materials meeting the requirements, and performing main ridge checking calculation based on the determined main ridge materials; if the checking calculation is not passed, the main corrugation checking calculation is carried out again by changing the main corrugation material until the checking calculation is passed, so that the main corrugation material is determined.
Calculating to obtain one or more kinds of shelving cross beam materials meeting the requirements based on the determined main ridge materials and the known main ridge spacing and by combining a support frame model, and performing shelving cross beam checking calculation based on the shelving cross beam materials; and if the checking calculation is not passed, changing the material of the shelving cross beam, and checking the shelving cross beam again until the checking calculation is passed, so that the shelving cross beam is determined.
And (3) calculating the stability of the vertical rod based on the determined secondary corrugation distance, the main corrugation material and the shelving beam material, and determining the applicable support frame model if the stability meets the requirement. The checking calculation modes all adopt simple beam checking calculation.
In the above checking process, the interval of the minor ridges ranges from 400mm to 150mm, preferably 300mm as the initial minor ridge interval, and decreases gradually with a modulus of 50mm.
The material type of the main ridge can be selected as follows: single steel pipe, double steel pipes, double No. 6.3 steel grooves, double No. 8 steel grooves and double No. 10 steel grooves; wherein, single or double represents the number of main ridges in the adjustable bracket.
The type of material of the resting beam can be selected: no. 8 channel steel and No. 10 channel steel.
The standard step pitch of the horizontal bars is 1500mm or 1000mm.
The above checking formula is shown in the following table:
table 1: panel checking data table
The known data in table 1 above are as follows: the panel thickness t is 15mm; design value of bending strength of panel [ f ]] 1 Is 15N/mm 2 (ii) a Design value [ tau ] of shear strength of panel]Is 1.4N/mm 2 (ii) a Modulus of elasticity E of the panel 1 Is 6000N/mm 2 . The known data in this embodiment is measured according to the type of material or calculated by combining a conventional calculation formula.
Table 2: checking data table for minor arris (or called trabecula)
The known data in table 2 above are as follows: design value of bending strength of trabecula [ f ]]Is 15.44N/mm 2 (ii) a Designed shear strength [ tau ] of trabecular]Is 1.78N/mm 2 (ii) a The small beam section resisting moment W is 54cm 3 (ii) a The modulus of elasticity E of the trabecula is 9350N/mm 2 (ii) a The cross-sectional moment of inertia I of the small beam is 243cm 4 (ii) a Trabecular spacing l 1 Is 300mm; the self weight of the trabecula in the limit state of the bearing capacity is 0.081kN/m. The pressure transmitted to the trabecula by the panel in the limit state of normal use is 6.15kN/m; the trabecular weight is 0.06kN/m.
Table 3: checking data table for main arris (or called main beam)
The known data in table 3 above are as follows: design value of main beam shear strength [ tau ]]Is 125 (N/mm) 2 ) (ii) a Modulus of elasticity E of the main beam is 206000 (N/mm) 2 ) (ii) a Design value of bending strength of main beam]Is 205 (N/mm) 2 ) (ii) a The main beam section resisting moment W is 4.49 (cm) 3 ) (ii) a The section moment of inertia I of the main beam is 10.78 (cm) 4 ) (ii) a The number of main beams in the adjustable bracket is 2; the stress uneven coefficient ks of the main beam is 0.6, wherein if a single steel pipe is selected, the stress uneven coefficient of the main beam is 1.0, and the rest is 0.6; the girder span l2 is 1500 (mm); the number n of the single-span inner battens (secondary ridges) is 5.
The tables 1-3 are only examples of checking calculation of the panel, checking calculation of the secondary arris and checking calculation of the main arris, and checking calculation of the shelving cross beam, checking calculation of the vertical rod, checking calculation of the height-width ratio of the support frame model and the like are carried out in the conventional checking calculation mode, and are not indicated one by one.
The boundary beam identification module is used for screening and identifying boundary beam areas in the structural model and giving color marks; when the support frame model is conveniently generated, the support frame in the boundary beam area is independently processed by matching with a bent parameter adjusting module or a manual adjusting module.
And the boundary beam mark removing module is used for removing the color mark given to the boundary beam area by the boundary beam identification module. And restoring the support frame model to the state before the boundary beam identification mark.
The material counting unit comprises a template counting module and a bent frame counting module; the template counting module counts and derives the usage of template materials based on the template layout, and the bent counting module counts and derives the usage of bent materials based on the support frame model.
The material statistical unit also comprises an automatic material selection module which is used for selecting the material and the model of each template and each support frame. The selected template and support frame may be viewed within the property pane.
The engineering calculation book unit comprises a model export module and a calculation book export module, and the model export module is used for exporting the generated template model and the support frame model; and the calculation book exporting module is used for connecting the template model and the support frame model to Midas software for stress analysis and exporting the calculation book.
Based on the same invention concept, the invention also provides an application method of the formwork configuration plug-in unit for the cast-in-place structure based on the Revit platform, which comprises the following steps:
installing a plug-in on a Revit platform; the plug-in is the die carrier configuration plug-in for the cast-in-place structure based on the Revit platform;
and the Revit platform runs the plug-in and performs data interaction with the client through the plug-in.
The method comprises the following steps that a Revit platform runs a plug-in, and performs data interaction with a client through the plug-in, wherein the steps comprise:
reading component parameters in the Revit structural model by using a high formwork identification module, screening and identifying a high formwork area in the structural model, and giving a color identifier; each region of the structural model of the embodiment is classified and identified according to different colors of a common formwork, a high and large formwork and an overrun beam slab.
Checking parameters of each component in the structural model by using a detail checking module; generating a template model and a template layout for pouring a component in the structural model by using a template generation module; after the building BIM structure model is imported, the template generation module is clicked, templates with the same thickness are directly generated on exposed concrete on all the side faces and the bottom face of the structure model, and components are cut on other independent planes according to preset automatic template generation rules to form a template system consisting of standard templates and non-standard templates.
Generating a support frame model by using a frame body generating module, so that the support frame model supports the template model; adjusting configuration parameters of the support frame model by using a bent parameter adjusting module;
counting and deriving the usage amount of the template material by using a template counting module based on the template layout, and counting and deriving the usage amount of the shelving material by using a shelving counting module based on the support frame model;
exporting the generated template model and the support frame model by using a model export module; and connecting the template model and the support frame model to Midas software by using a calculation book exporting module for stress analysis, and exporting a calculation book.
Based on the same invention concept, the invention also provides a method for configuring the die carrier for the cast-in-place structure based on the Revit platform, which comprises the following steps:
establishing a structural model for simulating a cast-in-place structure based on a Revit platform;
installing a plug-in on a Revit platform; the plug-in comprises a template identification and distribution unit, a disc buckle frame self-arrangement unit, a material statistics unit and an engineering calculation book unit;
reading component parameters in the structural model by using a template identification and matching unit of the plug-in, screening and identifying a high formwork supporting area in the structural model, and generating a template model and a template layout for pouring components in the structural model;
calculating an applicable minimum die set erection parameter in the structural model by using a disc buckle frame self-arrangement unit of the plug-in, deepening and outputting a support frame model;
counting the material consumption of the template and the material consumption of the bent frame based on the template bent picture and the support frame model by using a material counting unit of the plug-in and leading out;
and (4) exporting the template model, the support frame model and the calculation book by utilizing the engineering calculation book unit of the plug-in.
The disk buckle frame body self-arrangement unit utilizing the plug-in is used for calculating the applicable minimum die set erection parameter in the structural model, and the steps of deepening and outputting the support frame model comprise:
generating a support frame model by using a frame body generating module of the disc buckle frame body self-arrangement unit, so that the support frame model supports the template model;
and adjusting the configuration parameters of the support frame model by using a bent parameter adjusting module of the self-arrangement unit of the plate buckle frame body.
The method for exporting the template model, the support frame model and the calculation book by utilizing the engineering calculation book unit of the plug-in comprises the following steps:
exporting the generated template model and the support frame model by using a model export module of the engineering calculation book unit, and guiding the establishment and the site construction of a construction scheme;
and connecting the template model and the support frame model to Midas software for stress analysis by using a calculation book export module of the engineering calculation book unit, and exporting the calculation book.
The above is only a preferred embodiment of the present invention, and the protection scope of the present invention is not limited to the above-mentioned embodiments, and all technical solutions belonging to the idea of the present invention belong to the protection scope of the present invention. It should be noted that modifications and embellishments within the scope of the invention may be made by those skilled in the art without departing from the principle of the invention.
Claims (10)
1. A formwork configuration plug-in unit for a cast-in-place structure based on a Revit platform is characterized by comprising a formwork identification and configuration unit, a disc buckle frame body self-arrangement unit, a material statistics unit and an engineering calculation book unit;
the template identification and matching unit comprises a high formwork identification module, a detail checking module and a template generation module; the high formwork identification module is used for reading component parameters in the Revit structural model, screening and identifying a high formwork area in the structural model and giving a color identifier; the detail viewing module is used for viewing parameters of each component in the structural model; the template generation module is used for generating a template model and a template layout for pouring a component in the structural model;
the disc buckle frame self-arrangement unit comprises a frame body generation module and a bent frame parameter adjustment module; the frame body generating module is used for generating a support frame model, and the support frame model supports the template model; the bent frame parameter adjusting module is used for adjusting configuration parameters of the support frame model;
the material statistical unit comprises a template statistical module and a bent frame statistical module; the template counting module counts and derives the usage of template materials based on the template layout pattern, and the bent frame counting module counts and derives the usage of bent frame materials based on the support frame model;
the engineering calculation book unit comprises a model export module and a calculation book export module, and the model export module is used for exporting the generated template model and the support frame model; and the calculation book exporting module is used for connecting the template model and the support frame model to Midas software for stress analysis and exporting the calculation book.
2. The formwork configuration plug-in unit for a Revit platform-based cast-in-place structure according to claim 1, wherein the formwork identification and matching unit further comprises a high formwork mark removing module for removing a color mark given to the high formwork area by the high formwork identification module.
3. The formwork configuration plug-in unit for a Revit platform-based cast-in-place structure according to claim 1, wherein the formwork identification and matching unit further comprises a formwork deletion module for deleting a formwork model generated in the structural model.
4. The formwork configuration plug-in unit for a Revit platform-based cast-in-place structure according to claim 1, wherein the spiral buckle frame body self-arrangement unit further comprises a frame body deletion module for deleting the generated support frame model.
5. The formwork configuration plug-in unit for the Revit platform-based cast-in-place structure of claim 1, wherein the dish buckle frame body self-arrangement unit further comprises a boundary beam identification module and a boundary beam mark removal module, wherein the boundary beam identification module is used for screening and identifying a boundary beam area in the structure model and giving a color mark; the boundary beam mark removing module is used for removing the color mark given to the boundary beam area by the boundary beam identification module.
6. An application method of a formwork configuration plug-in for a cast-in-place structure based on a Revit platform is characterized by comprising the following steps:
installing a plug-in on a Revit platform; the insert is a formwork configuration insert for a Revit platform-based cast-in-place structure of any one of claims 1-5;
and the Revit platform runs the plug-in and performs data interaction with the client through the plug-in.
7. The method for applying the formwork configuration plug-in unit for the Revit platform-based cast-in-place structure, according to claim 6, is characterized in that the step of running the plug-in unit by the Revit platform and performing data interaction with a client through the plug-in unit comprises the following steps:
reading component parameters in the Revit structural model by using the high formwork identification module, screening and identifying a high formwork area in the structural model, and giving a color identifier; checking parameters of each component in the structural model by using the detail checking module; generating a template model and a template layout pattern for pouring a component in a structural model by using the template generation module;
generating a support frame model by using the frame body generating module, so that the support frame model supports the template model; adjusting configuration parameters of the support frame model by using the bent parameter adjusting module;
on the basis of the template layout pattern, the template counting module is used for counting and exporting the usage amount of template materials, and on the basis of the support frame model, the bent counting module is used for counting and exporting the usage amount of bent materials;
exporting the generated template model and the support frame model by using the model export module; and connecting the template model and the support frame model to Midas software by using the calculation book exporting module for stress analysis, and exporting a calculation book.
8. A method for configuring a formwork for a cast-in-place structure based on a Revit platform is characterized by comprising the following steps:
establishing a structural model for simulating a cast-in-place structure based on a Revit platform;
installing a plug-in on a Revit platform; the plug-in comprises a template identification and distribution unit, a disc buckle frame self-arrangement unit, a material statistics unit and an engineering calculation book unit;
reading component parameters in the structural model by using a template identification and matching unit of the plug-in, screening and identifying a high formwork supporting area in the structural model, and generating a template model and a template layout for pouring components in the structural model;
calculating an applicable minimum formwork erection parameter in the structural model by using a disc buckle frame self-arrangement unit of the plug-in, deepening and outputting a support frame model;
counting the material consumption of the template and the material consumption of the bent frame based on the template bent frame and the support frame model by using a material counting unit of the plug-in, and exporting;
and exporting the template model, the support frame model and the calculation book by utilizing the engineering calculation book unit of the plug-in.
9. The method for configuring the formwork for the cast-in-place structure based on the Revit platform according to claim 8, wherein the step of calculating the applicable minimum formwork erection parameter in the structural model by using the disc buckle formwork self-arrangement unit of the plug-in, deepening and outputting the support frame model comprises the steps of:
generating a support frame model by using a frame body generating module of the disc buckle frame body self-arrangement unit, so that the support frame model supports the template model;
and adjusting the configuration parameters of the support frame model by using a bent parameter adjusting module of the self-arrangement unit of the plate buckle frame body.
10. The method for configuring a formwork for a cast-in-place structure based on a Revit platform according to claim 8, wherein the step of deriving the formwork model, the support frame model and the calculation book by using the engineering calculation book unit of the insert comprises:
exporting the generated template model and the support frame model by using a model export module of the engineering calculation book unit, and guiding the compilation and the site construction of a construction scheme;
and connecting the template model and the support frame model to Midas software for stress analysis by using a calculation book export module of the engineering calculation book unit, and exporting a calculation book.
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