CN114021267B - Revit software tower crane and deep design method and system for tower crane foundation - Google Patents
Revit software tower crane and deep design method and system for tower crane foundation Download PDFInfo
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Abstract
The application discloses a tower crane and tower crane foundation integrated deep design method and system based on Revit software, wherein the method comprises the following steps: s1, primarily designing a tower crane; s2, deep design of the tower crane; s3, tower crane analysis: according to the tower crane model family example information, the tower crane sketch family example information and the building structure model information, carrying out hanging time analysis, hanging weight analysis and collision analysis respectively to obtain tower crane analysis results; s4, judging whether the tower crane meets the requirement according to the tower crane analysis result; s5, designing a tower crane foundation: designing tower crane foundation types, concrete section sizes and reinforcement bars, generating tower crane foundation family examples, carrying out tower crane foundation safety rechecking calculation according to parameters of the tower crane foundation, and generating a calculation book; s6, cost measurement: calculating the total cost of the tower crane and the total installation and disassembly cost of the tower crane foundation; s7, generating a construction scheme: and generating a tower crane construction scheme according to the tower crane, the tower crane foundation model information and the tower crane construction scheme database.
Description
The application relates to the technical field of building construction, in particular to a tower crane and tower crane foundation integrated deep design method and system based on Revit software.
Background
Revit is one of the most widely used software in BIM systems in the construction industry, and can help designers design, build and maintain buildings with better quality and higher energy efficiency. The Revit software provides a rich application editing interface API (Application Programming Interface) in addition to its own powerful capabilities. The user can integrate other application programs through the API or use the API to secondarily develop own application programs to operate and access the Revit, the trivial modeling work is automated, errors in the Revit file are automatically checked, other software functions are inherited or linked into the Revit through the API, and the user requirements are completed on one platform.
The information disclosed in this background section is only for enhancement of understanding of the general background of the application and should not be taken as an acknowledgement or any form of suggestion that this information forms the prior art already known to a person of ordinary skill in the art.
Disclosure of Invention
The application aims to provide a tower crane and tower crane foundation integrated deep design method based on Revit software, which can solve the problems in the prior art.
In order to achieve the above purpose, the application provides a tower crane based on Revit software and a tower crane foundation integrated deep design method, which comprises the following steps:
s1, primarily designing a tower crane: creating a tower crane sketch example on a plan view by utilizing a tower crane sketch placing function, simulating the coverage range of a tower crane, and setting design parameters of the tower crane sketch example;
s2, deep design of the tower crane: generating a tower crane model group example according to a tower crane sketch group example by generating a tower crane model function, and setting design parameters of the tower crane group example;
s3, tower crane analysis: according to the tower crane model family example information, the tower crane sketch family example information and the building structure model information, carrying out hanging time analysis, hanging weight analysis and collision analysis respectively to obtain tower crane analysis results;
s4, judging whether the tower crane meets the requirement according to the tower crane analysis result;
s5, designing a tower crane foundation: designing tower crane foundation types, concrete section sizes and reinforcement bars, generating tower crane foundation family examples, carrying out tower crane foundation safety rechecking calculation according to parameters of the tower crane foundation, and generating a calculation book;
s6, cost measurement: calculating the total cost of the tower crane according to the model, the installation time, the dismantling time, the lease price and the in-out yard cost of the tower crane; calculating the total cost of installing and dismantling the tower crane foundation according to the concrete quantity, the steel bar quantity and the related unit price of the tower crane foundation;
s7, generating a construction scheme: and generating a tower crane construction scheme according to the tower crane, the tower crane foundation model information and the tower crane construction scheme database.
In one embodiment of the present application, in step S1, a tower crane sketch family is a cylinder parameterized model for simulating tower crane coverage; in the process of creating the tower crane sketch group instance, the highest elevation and the lowest elevation of the project file are identified, the top surface of the tower crane sketch group instance is automatically adjusted to be higher than the highest elevation, and the bottom surface is automatically adjusted to be lower than the lowest elevation, so that the planar view of each elevation can see the tower crane sketch group instance.
In one embodiment of the present application, in step S2, generating a tower crane model family example according to a tower crane sketch family example by generating a tower crane model function, and setting design parameters of the tower crane family example includes: filtering out all tower crane sketch group examples in the project, traversing parameter values in the tower crane sketch group examples, determining the type of a tower crane model group to be used according to the parameter values of the tower crane model, and generating a tower crane model group example according to the coordinates, the tower crane model and the arm length parameter values of the tower crane sketch group examples; extracting parameter data in tower crane model family examples to form a tower crane detail table, wherein the parameter data comprises tower crane models, arm lengths, tower section numbers, installation time and dismantling time.
In an embodiment of the present application, in step S2, all tower crane sketch family examples and parameter values thereof in the project are obtained through API of the Revit software, the family type of the tower crane model is determined according to the tower crane model parameter values of the tower crane sketch family, and the tower crane model family examples are automatically generated according to the parameter values of the coordinates, the number, the arm length, etc. of the tower crane sketch family examples; selecting a generated tower crane model group instance, setting parameter values such as the number of tower sections, the elevation of a foundation, the installation time, the dismantling time and the like, and correspondingly adjusting the tower crane model group instance according to the setting condition of the parameter values; parameters such as tower crane model number, arm length, tower section number, installation time, dismantling time and the like in the tower crane model family example are extracted through an API of the Revit software, and a tower crane detail table is formed.
In one embodiment of the present application, in step S3, the hanging time analysis includes: filtering out all tower crane model family examples in the project through an API of the Revit software, traversing tower crane model, installation time and dismantling time parameters of each tower crane model family example, and calculating the total structural area of the tower crane which can be completed in the using period through the parameters; filtering out all the structural floor slab examples in the project, and calculating the total area of the structural floor slab examples; and comparing the two to give a conclusion on whether the hanging times are met or not and related suggestions.
In one embodiment of the present application, in step S3, the sling analysis includes: through an API of Revit software, filtering tower crane sketch group examples in a project, sequentially generating crane analysis group examples according to relevant parameters of the tower crane sketch group examples and crane weight capacities of the tower crane in different ranges, wherein the crane analysis group is a parameterizable torus for simulating a certain crane weight range of the tower crane, filtering out all steel structure member group examples colliding with the crane analysis group examples, if the weight of the steel structure member group examples is smaller than the crane weight parameters of the crane analysis group examples, the crane weight meets the requirements, otherwise, collecting the member information which cannot be lifted, deleting all the crane analysis group examples after analysis is finished, and generating a result list according to the collected information.
In one embodiment of the present application, in step S3, the collision analysis includes: filtering tower crane model family examples in the project, traversing the tower crane model family examples, sequentially creating collision detection family examples according to relevant parameters of the tower crane model family examples, wherein the collision detection family consists of a parameterizable cuboid and a cylinder, simulating a tower body by utilizing the cuboid, simulating a tower arm by utilizing the cylinder, filtering out the model examples colliding with the collision detection family examples, collecting information of the model examples, deleting the collision detection family examples after analysis is finished, and generating a result list according to the collected information.
In one embodiment of the present application, in step S6, calculating the tower crane cost sum includes: filtering tower crane model family examples in the project, traversing each tower crane model family example, obtaining tower crane model numbers, installation time and dismantling time parameter values, and obtaining relevant information of lease prices and in-out fees of corresponding tower crane model numbers from an enterprise database, so as to calculate the total of tower crane lease fees and form a result list.
In one embodiment of the present application, in step S6, calculating the total of the installation and disassembly costs of the tower crane foundation includes: filtering tower crane foundation model examples in the project, traversing each tower crane foundation group example, obtaining concrete engineering quantity and steel bar engineering quantity parameter values of the tower crane foundation, and obtaining relevant information of concrete construction comprehensive unit price and steel bar construction comprehensive unit price from an enterprise database, thereby calculating the construction cost of the tower crane foundation and forming a result list.
In one embodiment of the present application, in step S7, the tower crane and tower crane foundation model information and the tower crane construction plan database include engineering profiles, construction processes, construction safety control measures, and construction quality control measures.
The application also discloses a tower crane and tower crane foundation integrated deep design system based on the Revit software, which is characterized in that the tower crane and tower crane foundation integrated deep design system performs secondary development on the basis of the Revit software and comprises the following modules: a preliminary design module, a deepening design module, a function analysis module, a basic design module, a cost analysis module and a construction scheme module,
the primary design module comprises two functions of creating a sketch and designing the sketch, and is used for creating a tower crane sketch group example and designing tower crane sketch group example parameters;
the deepening design module comprises three functions of creating a tower crane, designing the tower crane and generating a tower crane list, wherein the three functions are respectively used for creating a tower crane model group example, designing tower crane model group example parameters and generating the tower crane list;
the function analysis module comprises three functions of hanging time analysis, hanging weight analysis and collision analysis, and is used for respectively analyzing whether the hanging time of the tower crane meets the engineering requirement, whether the hanging weight of the tower crane meets the engineering requirement and whether the tower crane collides with other tower cranes and structures built around project components;
the basic design module comprises three functions of basic creation, basic information and basic rechecking, which are respectively used for creating basic model family examples, modifying basic model family example information, carrying out safe rechecking calculation on the basic and generating a calculation book;
the cost analysis module comprises two functions of tower crane lease cost analysis and tower crane foundation cost analysis, and is used for calculating the total cost of the tower crane and the total installation and disassembly cost of the tower crane foundation respectively;
the construction scheme module is used for generating a tower crane and a tower crane foundation construction scheme.
Compared with the prior art, the application has the following advantages: in the present stage, the review is adopted to carry out the deep design of the tower crane, the flow design cannot be carried out, the information of the tower crane is obtained as a whole, and the operations of the safe review calculation, the technical and economic analysis, the automatic generation of the construction scheme and the like of the tower crane cannot be completed on the review platform. Therefore, the application provides a tower crane and tower crane foundation integrated deep design method based on the Revit software, which can carry out tower crane deep flow design by using the Revit software, integrally obtain tower crane information, and complete operations such as tower crane safety rechecking calculation, technical and economic analysis, automatic generation of construction schemes and the like on a Revit platform, thereby remarkably improving the construction efficiency.
Drawings
FIG. 1 is a flowchart of a tower crane and tower crane foundation integrated deep design method based on Revit software according to an embodiment of the application;
fig. 2 is a block diagram of a tower crane and tower crane foundation integrated deep design system based on the Revit software according to an embodiment of the present application.
Detailed Description
The application relates to a tower crane and a tower crane foundation integrated deep design method and system based on Revit software, which are described in detail below with reference to specific embodiments and drawings.
Throughout the specification and claims, unless explicitly stated otherwise, the term "comprise" or variations thereof such as "comprises" or "comprising", etc. will be understood to include the stated element or component without excluding other elements or components.
The examples described herein are specific embodiments of the present application, which are intended to illustrate the inventive concept, are intended to be illustrative and exemplary, and should not be construed as limiting the application to the embodiments and scope of the application. In addition to the embodiments described herein, those skilled in the art can adopt other obvious solutions based on the disclosure of the claims and specification, including those adopting any obvious substitutions and modifications to the embodiments described herein.
As shown in fig. 1, the integrated deep design method for the tower crane and the tower crane foundation based on the Revit software according to the preferred embodiment of the application comprises the following steps:
step S1, primarily designing a tower crane: by utilizing the function of placing the tower crane sketch, a tower crane sketch group example is created on a plan view, the coverage area of the tower crane is simulated, and design parameters of the tower crane sketch group example are set.
The method specifically comprises the following steps: clicking the create sketch function button firstly judges whether the sketch function button is a plane view or not through the Revit API, if the sketch function button is not the plane view, popping up a prompt and exiting the function. If the tower crane sketch family does not exist in the project, automatically loading a family file (the family file is required to be placed at a fixed position), capturing a central point of the tower crane sketch on a plan view by using a mouse, and assigning values to tower crane sketch parameters, wherein the tower crane sketch position parameters are points captured by the mouse; the tower crane sketch group type is a family type named as a tower crane sketch in the tower crane sketch group; the main body is the elevation where the plane view is located; the elevation is the elevation where the plane view is located; the upper limit is the highest elevation +1000mm in the project; the lower limit is the lowest elevation-1000 mm in the project (the arrangement of the upper limit and the lower limit ensures that the tower crane sketch example in the project can be seen in each view), and the structure type is Structural type. Selecting a tower crane sketch example, clicking a sketch design command, automatically generating a sketch design window, and assigning or modifying the model, the number and the arm length of the tower crane in the window.
Step S2, deep design of the tower crane: by generating a tower crane model function, automatically generating a tower crane model group example according to a tower crane sketch group example, and setting design parameters of the tower crane group example.
The method specifically comprises the following steps: clicking a tower crane creation command, firstly judging whether the tower crane creation command belongs to the condition that a sketch model example does not have a corresponding tower crane model example or not through a Revit API, wherein the judging method is to filter out all tower crane model examples and tower crane sketch examples, traverse the sketch model examples, read tower crane sketch ID parameters of the tower crane model examples, compare the tower crane sketch ID parameters with the parameter ID values of the tower crane model examples one by one, and if the condition that the tower crane sketch ID is matched with the tower crane model family parameter ID value does not exist, create the tower crane model example according to relevant parameters (including positions, elevations, family types, arm lengths, IDs, numbers) and the like in the tower crane sketch examples. And judging whether the tower crane model instance belongs to the corresponding tower crane model instance or not through the RevitAPI, and modifying the parameters of the tower crane model instance (except the parameters of the tower crane model) if the tower crane model instance belongs to the corresponding tower crane model instance, and modifying the parameter values of the tower crane model instance according to the parameter values of the tower crane draft instance if the tower crane model instance belongs to the corresponding tower crane model instance, wherein the modified parameter ranges comprise arm lengths, positions and numbers. And judging whether the tower crane model instance belongs to the condition that the corresponding sketch model instance does not exist or not through codes by the RevitAPI, and deleting the tower crane model instance if the condition exists. And finally judging whether the tower crane model instance belongs to the corresponding tower crane model instance according to codes, and modifying the condition of tower crane type parameters of the sketch model, and if so, deleting the tower crane model instance. An example tower crane model is created from relevant parameters (including location, elevation, family type, arm length, ID, number) and the like in the tower crane sketch example. Selecting a tower crane model instance, clicking a tower crane design command, judging whether the selected object is a tower crane model instance, if the selected object is not a tower crane model instance, popping up a prompt, and exiting the function. The model example of the tower crane is used for assigning the model number, the arm length and the like of the tower crane in the window body according to the parameters in the selected model example of the tower crane while generating the window body. The method comprises the steps of modifying information such as the number of tower sections, the elevation of a foundation, the installation time, the dismantling time and the like in a window according to engineering requirements, modifying parameters in a tower crane model example according to the information in the window after clicking to determine, regenerating the tower crane model example, simultaneously automatically judging whether assigned values meet standard requirements by a program, and popping up a prompt to require a user to reassign if the assigned values do not meet the standard requirements. And clicking a tower crane list command, filtering out all tower crane model examples in the project through a Revit API, traversing all tower crane model examples, reading information (including numbers, tower crane models, tower section numbers, arm lengths, installation time and dismantling time) of each tower crane, forming a tower crane information set, and generating a tower crane list window according to the tower crane information set.
S3, tower crane analysis: and respectively carrying out hanging time analysis, hanging weight analysis and collision analysis according to the tower crane model family example information, the tower crane sketch family example information and the building structure model information so as to obtain tower crane analysis results.
The method specifically comprises the following steps: and clicking a crane re-analysis command, filtering out all tower crane sketch examples in the project through a Revit API, traversing all tower crane sketch examples, acquiring parameter values such as arm length, position, upper limit, lower limit and the like, sequentially creating a crane re-analysis group example, wherein the parameter values of the position, the upper limit and the lower limit are the same as those of the tower crane sketch examples, and inquiring a database to obtain the R1 and R2 parameter values of the crane re-analysis group example according to the tower crane model and the arm length parameter values of the tower crane sketch. Each instance of the sling analysis family is created to match a sling limit. Filtering out steel structural components which collide with the hanging weight analysis group examples, acquiring the weight of the components, and acquiring information of the components if the weight of the components is larger than the hanging weight limit, wherein the information comprises tower crane numbers, tower crane IDs, arm length ranges, hanging weights in the ranges, component types, component IDs and component weights. The collection of components that cannot be lifted is displayed through the window. And (3) clicking a collision analysis command, filtering out all tower crane model examples in the project through a Revit API, traversing all tower crane model examples, obtaining parameter values such as arm length, tower section number and position of the tower crane model examples, sequentially creating a collision analysis group example, determining the arm length, total height and position parameter values of the collision analysis group example by the parameter values such as arm length, tower section number and position of the tower crane model group example, filtering out model components collided with the collision analysis group example, and obtaining information of the components, including tower crane numbers, tower crane IDs, tower crane models, component types, component IDs and the elevation where the components are located, and displaying a set of collision model components with the tower crane through a window. And (3) clicking a hanging time analysis command, filtering out all tower crane model examples in the project through a Revit API, traversing all tower crane model examples, obtaining tower crane model, installation time and dismantling time parameter values, respectively calculating the total area of a structural floor slab and the area of a tower crane which can finish the structure within a specified time through a hanging time analysis algorithm, obtaining a hanging time analysis conclusion, and displaying the hanging time analysis conclusion in a hanging time analysis result window.
And S4, judging whether the tower crane meets the requirement according to the tower crane analysis result. Specifically, according to the hanging time analysis result, the collision analysis result and the hanging weight analysis result, judging whether the tower crane design needs to meet the requirement or not, if so, carrying out the next step, and if not, revising the tower crane deepening design.
Step S5, designing a tower crane foundation: designing tower crane foundation types, concrete section sizes and reinforcement bars, generating tower crane foundation family examples, carrying out tower crane foundation safety rechecking calculation according to parameters of the tower crane foundation, and generating a calculation book.
The method specifically comprises the following steps: selecting a tower crane model family example, clicking to create a foundation command, generating a tower crane foundation design window, selecting a tower crane foundation type through the window, setting the section size of the tower crane foundation and related reinforcing bars, clicking to determine, and generating a corresponding tower crane foundation model according to window information and a Revit API. And clicking the basic information command, generating a tower crane basic information set through a Revit API, and displaying the information set through a window. Clicking a foundation rechecking command, reading corresponding parameter values such as eccentricity, bending moment acting on a tower crane foundation by a tower crane, horizontal load acting on the foundation by the tower crane, vertical load acting on the foundation by the tower crane and the like according to the type of the tower crane foundation, and obtaining whether the tower crane foundation can meet the requirement according to an algorithm.
Step S6, cost measurement: calculating the total cost of the tower crane according to the model, the installation time, the dismantling time, the lease price and the in-out yard cost of the tower crane; and calculating the total installation and disassembly cost of the tower crane foundation according to the concrete quantity, the steel bar quantity and the related unit price of the tower crane foundation.
The method specifically comprises the following steps: traversing tower crane model family examples in a Revit API filtering project, reading the installation time, the dismantling time and the tower crane model parameter values of the tower crane model family examples, acquiring tower crane lease unit price information according to the tower crane model parameter values, and obtaining each tower crane lease cost according to the tower crane installation time, the dismantling time and the lease unit price information. Collecting information related to lease cost of each tower crane, comprising: tower crane number, tower crane model, tower crane ID, rental time, rental price, and novelties. According to the tower crane model parameter value, acquiring tower crane in-out price information, and collecting relevant information of the cost of each tower crane in-out, comprising: tower crane number, tower crane model, tower crane ID, and subtotal. The generation window displays a tower crane lease cost information set, a tower crane entrance and exit cost information set, a tower crane lease cost total, a tower crane entrance and exit cost total and a tower crane lease and entrance and exit cost total respectively.
S7, generating a construction scheme: and generating a tower crane construction scheme according to the tower crane, the tower crane foundation model information and the tower crane construction scheme database. In step S7, clicking the construction scheme command creates a Word document, and sequentially generates contents such as a compiling basis, an engineering profile, a general arrangement, a construction process, safety control measures, an emergency plan and the like in the document. Wherein the overall arrangement comprises three parts of tower crane installation and disassembly arrangement, tower crane foundation, personnel arrangement and equipment arrangement; the construction scheme comprises three parts of a tower crane foundation construction process and a tower crane installation process, wherein the three parts are mainly displayed in a table form, and the information sources in the table are enterprise scheme standard databases and model information in a Revit project.
The application also provides a tower crane and tower crane foundation integrated deep design system based on the Revit software, which performs secondary on the basis of the Revit software and comprises the following modules: a preliminary design module 201, a deepening design module 202, a function analysis module 203, a basic design module 204, a cost analysis module 205 and a construction scheme module 206.
Specifically, the preliminary design module 201 includes two functions of creating a sketch 211 and designing a sketch 212 to implement creating a tower crane sketch family instance and designing tower crane sketch family instance parameters. The deepening design module 202 comprises three functions of creating a tower crane 221, designing the tower crane 222 and generating a tower crane list 223, wherein the three functions are respectively realized for creating a tower crane model family example, designing tower crane model family example parameters and generating the tower crane list. The function analysis module 203 comprises three functions of crane analysis 231, crane weight analysis 232 and collision analysis 233, and respectively realizes analysis of whether the crane number meets the engineering requirement, analysis of whether the crane weight meets the engineering requirement, and analysis of whether the crane collides with other cranes, structures built around project components and the like. The basic design module 204 comprises three functions of creating a basic 241, basic information 242 and basic rechecking 243, and realizes the purposes of creating a basic model family instance, modifying basic model family instance information and carrying out safe rechecking calculation on the basic respectively to generate a calculation book. The cost analysis module 205 includes two functions of tower crane lease cost analysis 251 and tower crane foundation cost analysis 252, and respectively calculates the total cost of the tower crane and the total installation and disassembly cost of the tower crane foundation. The main function of the construction plan module 206 is to generate a tower crane and tower crane foundation construction plan.
The foregoing descriptions of specific exemplary embodiments of the present application are presented for purposes of illustration and description. It is not intended to limit the application to the precise form disclosed, and obviously many modifications and variations are possible in light of the above teaching. The exemplary embodiments were chosen and described in order to explain the specific principles of the application and its practical application to thereby enable one skilled in the art to make and utilize the application in various exemplary embodiments and with various modifications as are suited to the particular use contemplated. It is intended that the scope of the application be defined by the claims and their equivalents.
Claims (6)
1. A tower crane and tower crane foundation integrated deep design method based on Revit software is characterized by comprising the following steps:
s1, primarily designing a tower crane: creating a tower crane sketch example on a plan view by utilizing a tower crane sketch placing function, simulating the coverage range of a tower crane, and setting design parameters of the tower crane sketch example;
s2, deep design of the tower crane: generating a tower crane model group example according to a tower crane sketch group example by generating a tower crane model function, and setting design parameters of the tower crane group example;
s3, tower crane analysis: according to the tower crane model family example information, the tower crane sketch family example information and the building structure model information, carrying out hanging time analysis, hanging weight analysis and collision analysis respectively to obtain tower crane analysis results;
s4, judging whether the tower crane meets the requirement according to the tower crane analysis result;
s5, designing a tower crane foundation: designing tower crane foundation types, concrete section sizes and reinforcement bars, generating tower crane foundation family examples, carrying out tower crane foundation safety rechecking calculation according to parameters of the tower crane foundation, and generating a calculation book;
s6, cost measurement: calculating the total cost of the tower crane according to the model, the installation time, the dismantling time, the lease price and the in-out yard cost of the tower crane; calculating the total cost of installing and dismantling the tower crane foundation according to the concrete quantity, the steel bar quantity and the related unit price of the tower crane foundation;
s7, generating a construction scheme: generating a tower crane construction scheme according to the tower crane and tower crane foundation model information and a tower crane construction scheme database;
in step S2, all tower crane sketch family examples and parameter values thereof in the project are obtained through an API of the Revit software, the family type of the tower crane model is determined according to the tower crane model parameter values of the tower crane sketch family, and the tower crane model family examples are automatically generated according to the parameter values of the tower crane sketch family examples, such as coordinates, numbers, arm lengths and the like;
selecting a generated tower crane model group instance, setting parameter values such as the number of tower sections, the elevation of a foundation, the installation time, the dismantling time and the like, and correspondingly adjusting the tower crane model group instance according to the setting condition of the parameter values;
extracting parameters such as tower crane model, arm length, tower section number, installation time, dismantling time and the like in a tower crane model family example through an API of Revit software to form a tower crane detail table;
in step S3, the hanging time analysis includes: filtering out all tower crane model family examples in the project through an API of the Revit software, traversing tower crane model, installation time and dismantling time parameters of each tower crane model family example, and calculating the total structural area of the tower crane which can be completed in the using period through the parameters; filtering out all the structural floor slab examples in the project, and calculating the total area of the structural floor slab examples; comparing the two to give a conclusion whether the hanging times are met or not and related suggestions;
the sling analysis includes: filtering tower crane sketch group examples in a project through an API of Revit software, sequentially generating crane analysis group examples according to relevant parameters of the tower crane sketch group examples and crane weights of the tower crane in different ranges, wherein the crane analysis group is a parameterizable torus for simulating a certain crane weight range of the tower crane, filtering out all steel structure member group examples collided with the crane analysis group examples, if the weight of the steel structure member group examples is smaller than the crane weight parameters of the crane analysis group examples, the crane weights meet the requirements, otherwise, collecting the member information which cannot be hoisted, deleting all the crane analysis group examples after analysis is finished, and generating a result list according to the collected information;
the collision analysis includes: filtering tower crane model family examples in the project, traversing the tower crane model family examples, sequentially creating collision detection family examples according to relevant parameters of the tower crane model family examples, wherein the collision detection family consists of a parameterizable cuboid and a cylinder, simulating a tower body by utilizing the cuboid, simulating a tower arm by utilizing the cylinder, filtering out the model examples colliding with the collision detection family examples, collecting information of the model examples, deleting the collision detection family examples after analysis is finished, and generating a result list according to the collected information.
2. The integrated deep design method for the tower crane and the tower crane foundation based on the Revit software as set forth in claim 1, wherein in the step S1, the tower crane sketch family is a cylindrical parameterized model for simulating the coverage area of the tower crane; in the process of creating the tower crane sketch group instance, the highest elevation and the lowest elevation of the project file are identified, the top surface of the tower crane sketch group instance is automatically adjusted to be higher than the highest elevation, and the bottom surface is automatically adjusted to be lower than the lowest elevation, so that the planar view of each elevation can see the tower crane sketch group instance.
3. The method for integrated deep design of a tower crane and a tower crane foundation based on the Revit software as set forth in claim 1, wherein in the step S6, calculating the total cost of the tower crane includes: filtering tower crane model family examples in the project, traversing each tower crane model family example, obtaining tower crane model numbers, installation time and dismantling time parameter values, and obtaining relevant information of lease prices and in-out fees of corresponding tower crane model numbers from an enterprise database, so as to calculate the total of tower crane lease fees and form a result list.
4. The method for integrated deep design of a tower crane and a tower crane foundation based on the Revit software as set forth in claim 3, wherein in the step S6, calculating the total cost of installing and dismantling the tower crane foundation includes: filtering tower crane foundation model examples in the project, traversing each tower crane foundation group example, obtaining concrete engineering quantity and steel bar engineering quantity parameter values of the tower crane foundation, and obtaining relevant information of concrete construction comprehensive unit price and steel bar construction comprehensive unit price from an enterprise database, thereby calculating the construction cost of the tower crane foundation and forming a result list.
5. The method for integrated deep design of a tower crane and a tower crane foundation based on Revit software according to claim 1, wherein in the step S7, the tower crane and tower crane foundation model information and the tower crane construction scheme database comprise engineering overview, construction process, construction safety control measures and construction quality control measures.
6. A system for performing the integrated lay-in design method for a tower crane and tower crane foundation based on the Revit software according to any one of claims 1-5, wherein the system is developed secondarily on the basis of the Revit software, comprising the following modules: a preliminary design module, a deepening design module, a function analysis module, a basic design module, a cost analysis module and a construction scheme module,
the primary design module comprises two functions of creating a sketch and designing the sketch, and is used for creating a tower crane sketch group instance and designing tower crane sketch group instance parameters;
the deepening design module comprises three functions of creating a tower crane, designing the tower crane and generating a tower crane list, wherein the three functions are respectively used for creating a tower crane model group example, designing tower crane model group example parameters and generating the tower crane list;
the function analysis module comprises three functions of hanging time analysis, hanging weight analysis and collision analysis, and is respectively used for analyzing whether the tower crane time meets the engineering requirement, whether the tower crane weight meets the engineering requirement and whether the tower crane collides with other tower cranes and structures around project components;
the basic design module comprises three functions of basic creation, basic information and basic rechecking, which are respectively used for creating basic model family examples, modifying basic model family example information, carrying out safe rechecking calculation on the basic and generating a calculation book;
the cost analysis module comprises two functions of tower crane lease cost analysis and tower crane foundation cost analysis, and is used for calculating the total cost of the tower crane and the total installation and disassembly cost of the tower crane foundation respectively;
the construction scheme module is used for generating a tower crane and a tower crane foundation construction scheme.
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107368627A (en) * | 2017-06-19 | 2017-11-21 | 中国建筑第八工程局有限公司 | A kind of group towers work method for analog construction based on BIM technology |
| CN107944096A (en) * | 2017-11-07 | 2018-04-20 | 山东住工装配建筑有限公司 | A kind of assembled architecture prefabricated components simulation hanging method and system based on BIM |
| CN110378568A (en) * | 2019-06-24 | 2019-10-25 | 中铁四局集团有限公司 | BIM technology-based engineering calculation method and system, computer equipment and readable storage medium |
| CN113158306A (en) * | 2021-04-02 | 2021-07-23 | 中国建筑第二工程局有限公司 | Tower crane parametric design method based on Revit metric system conventional model |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US11256833B2 (en) * | 2017-05-05 | 2022-02-22 | Nucor Corporation | System for on-site tracking, managing, planning and staging construction projects |
-
2021
- 2021-08-16 CN CN202110938605.5A patent/CN114021267B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107368627A (en) * | 2017-06-19 | 2017-11-21 | 中国建筑第八工程局有限公司 | A kind of group towers work method for analog construction based on BIM technology |
| CN107944096A (en) * | 2017-11-07 | 2018-04-20 | 山东住工装配建筑有限公司 | A kind of assembled architecture prefabricated components simulation hanging method and system based on BIM |
| CN110378568A (en) * | 2019-06-24 | 2019-10-25 | 中铁四局集团有限公司 | BIM technology-based engineering calculation method and system, computer equipment and readable storage medium |
| CN113158306A (en) * | 2021-04-02 | 2021-07-23 | 中国建筑第二工程局有限公司 | Tower crane parametric design method based on Revit metric system conventional model |
Non-Patent Citations (2)
| Title |
|---|
| 《Revit下计算机辅助塔机规划系统》;杨静等;《计算机系统应用》;107-111 * |
| 《基于混合整数线性规划的塔吊选型与布置优化》;刘猛等;《土木工程与管理学报》;第37卷(第2期);142-150 * |
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