CN117807688A - BIM-based precast beam field design method, electronic equipment and storage medium - Google Patents
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Abstract
本发明涉及一种基于BIM的预制梁场设计方法、电子设备及存储介质,属于建筑工程技术领域,该基于BIM的预制梁场设计方法包括以下步骤:S1,创建梁场各功能区所有构件的BIM参数化模型,建立梁场BIM模型库;S2,对梁场的场地轮廓进行各功能区的划分,完成梁场的设计布局;S3,根据梁场的设计布局,选用梁场BIM模型库中不同型号的构件的BIM参数化模型,完成各功能区的模型设计,组合获得梁场初步BIM模型;S4,根据施工要求,调整BIM参数化模型的参数,获得梁场设计BIM模型。该方法通过BIM技术对梁场各功能区进行合理分析和布局,利用正向设计的理念,通过梁场BIM模型库,实现梁场因地制宜的参数化设计。
The invention relates to a BIM-based prefabricated beam field design method, electronic equipment and storage media, and belongs to the technical field of construction engineering. The BIM-based prefabricated beam field design method includes the following steps: S1, create all components of each functional area of the beam field BIM parametric model, establish the beam field BIM model library; S2, divide the site outline of the beam field into each functional area, and complete the design layout of the beam field; S3, according to the design layout of the beam field, select the beam field BIM model library BIM parametric models of different types of components are used to complete the model design of each functional area, and the preliminary BIM model of the beam field is obtained through combination; in S4, according to the construction requirements, the parameters of the BIM parametric model are adjusted to obtain the beam field design BIM model. This method uses BIM technology to conduct a reasonable analysis and layout of each functional area of the beam field, and uses the concept of forward design to achieve parametric design of the beam field based on local conditions through the beam field BIM model library.
Description
技术领域Technical Field
本发明属于建筑工程技术领域,具体涉及一种基于BIM的预制梁场设计方法、电子设备及存储介质。The invention belongs to the technical field of construction engineering, and specifically relates to a BIM-based prefabricated beam field design method, electronic equipment and storage media.
背景技术Background technique
随着BIM技术的发展,越来越多的临建设计开始采用BIM正向设计的思路。在预制梁场的设计中,由于项目体量不同导致梁场形式多变,但是不同项目的梁和梁场结构均存在或多或少的差异,而且随着施工工艺的不断升级,梁场的整体形式也会逐步发生变化,但是整体看来,梁场结构形式大同小异,所采用的构件十分适合采用参数化、模块化的设计。With the development of BIM technology, more and more temporary construction designs are beginning to adopt BIM forward design ideas. In the design of prefabricated beam fields, the form of the beam field changes due to different project volumes. However, there are more or less differences in the beams and beam field structures of different projects. Moreover, with the continuous upgrading of construction technology, the shape of the beam field is changing. The overall form will also gradually change, but overall, the structural form of the beam field is similar, and the components used are very suitable for parametric and modular design.
现有技术中,中国发明专利CN106934092A公开了一种基于BIM的高速铁路预制梁场的建模方法,该方法包括以下步骤:S1,获取高速铁路预制梁场的三维地形地貌图;S2,基于二维设计图纸,确定高速铁路预制梁场各个功能区域的位置;S3,基于BIM,根据各个功能区域的位置和梁场的三维地形地貌图,绘制高速铁路预制梁场的三维模型。该方法仍然是基于二维设计图纸,通过BIM三维软件进行翻模,这种从二维到三维的设计方法违背了正向设计的初衷,无法发挥BIM技术的独特优势。In the existing technology, Chinese invention patent CN106934092A discloses a BIM-based modeling method for high-speed railway precast beam field. The method includes the following steps: S1, obtain the three-dimensional topography map of the high-speed railway precast beam field; S2, based on 2D 3D design drawings to determine the location of each functional area of the high-speed railway precast beam field; S3, based on BIM, draws a three-dimensional model of the high-speed railway precast beam field based on the location of each functional area and the three-dimensional topography of the beam field. This method is still based on two-dimensional design drawings and is turned over through BIM three-dimensional software. This two-dimensional to three-dimensional design method violates the original intention of forward design and cannot take advantage of the unique advantages of BIM technology.
因此,如何提供一种基于BIM的预制梁场设计方法,是当前急需解决的一项技术问题。Therefore, how to provide a BIM-based design method for precast beam fields is an urgent technical problem that needs to be solved.
发明内容Contents of the invention
针对现有技术中存在的不足之处,本发明提供了一种基于BIM的预制梁场设计方法、电子设备及存储介质,利用正向设计的设计理念,从梁场的场地轮廓和设计要求出发,通过梁场BIM模型库,实现梁场因地制宜的参数化设计。In view of the shortcomings in the existing technology, the present invention provides a BIM-based prefabricated beam field design method, electronic equipment and storage media, using the design concept of forward design, starting from the site outline and design requirements of the beam field , through the beam field BIM model library, the parametric design of the beam field according to local conditions is realized.
本发明提供一种基于BIM的预制梁场设计方法,包括以下步骤:The present invention provides a BIM-based prefabricated beam field design method, which includes the following steps:
S1,创建梁场各功能区的所有构件的BIM参数化模型,建立梁场BIM模型库;S1, create BIM parametric models of all components in each functional area of the beam field, and establish a BIM model library for the beam field;
S2,对梁场的场地轮廓进行各功能区的划分,完成梁场的设计布局;S2: Divide the site outline of the beam yard into functional areas and complete the design layout of the beam yard;
S3,根据梁场的设计布局,选用梁场BIM模型库中不同型号的构件的BIM参数化模型,完成各功能区的模型设计,将各功能区的模型进行组合获得梁场初步BIM 模型;S3, according to the design layout of the beam field, select BIM parametric models of different types of components in the beam field BIM model library to complete the model design of each functional area, and combine the models of each functional area to obtain the preliminary BIM model of the beam field;
S4,根据施工要求,对梁场初步BIM模型中BIM参数化模型的参数进行调整,获得梁场设计BIM模型。S4. According to the construction requirements, adjust the parameters of the BIM parametric model in the preliminary BIM model of the beam field to obtain the design BIM model of the beam field.
本技术方案利用正向设计的设计理念,从梁场的场地轮廓和设计要求出发,通过梁场BIM模型库,实现梁场因地制宜的参数化设计。This technical solution uses the design concept of forward design, starting from the site outline and design requirements of the beam field, and realizing the parametric design of the beam field according to local conditions through the beam field BIM model library.
在其中一些实施例中,步骤S1中还包括,绘制各BIM参数化模型的轴线,构成各BIM参数化模型的结构框架;利用各BIM参数化模型的结构框架代替各BIM参数化模型,并存储于梁场BIM模型库中。本技术方案通过利用轴线构成的结构框架来代替各BIM参数化模型,能够减少每个模型占用的存储空间,提高梁场BIM模型库的存储效率和管理效率。In some embodiments, step S1 also includes drawing the axis of each BIM parametric model to form a structural framework of each BIM parametric model; using the structural framework of each BIM parametric model to replace each BIM parametric model, and storing In the beam field BIM model library. This technical solution replaces each BIM parametric model with a structural frame composed of axes, which can reduce the storage space occupied by each model and improve the storage efficiency and management efficiency of the beam field BIM model library.
在其中一些实施例中,步骤S1中,梁场的功能区包括钢筋加工区、钢筋绑扎区、制梁区、存梁区、运梁区、临时厂棚、混凝土生产区、生活办公区;梁场BIM模型库还包括功能区模块的BIM参数化模型,功能区模块的BIM参数化模型配备了所需构件的BIM参数化模型。本技术方案通过对梁场BIM模型库中BIM参数化模型的分级管理,提高梁场BIM模型库的管理效率。In some embodiments, in step S1, the functional areas of the beam yard include a steel bar processing area, a steel bar binding area, a beam making area, a beam storage area, a beam transportation area, a temporary shed, a concrete production area, and a living and office area; The field BIM model library also includes the BIM parametric model of the functional area module, which is equipped with the BIM parametric model of the required components. This technical solution improves the management efficiency of the BIM model library of the beam field through hierarchical management of BIM parameterized models in the beam field BIM model library.
在其中一些实施例中,步骤S3中,BIM参数化模型的设计参数包括每一构件的几何尺寸、自然环境条件、材料性能指标。本技术方案通过定义每一构件的设计参数,降低梁场的设计难度,减少人工干预和重复工作,提高梁场的设计速度和准确率。In some embodiments, in step S3, the design parameters of the BIM parametric model include the geometric dimensions, natural environmental conditions, and material performance indicators of each component. This technical solution reduces the design difficulty of the beam field by defining the design parameters of each component, reduces manual intervention and repeated work, and improves the design speed and accuracy of the beam field.
在其中一些实施例中,步骤S3还包括,根据梁场的设计布局,分别进行钢筋加工区、临时厂棚、混凝土生产区的建筑设计。In some embodiments, step S3 also includes carrying out architectural design of the steel processing area, temporary shed, and concrete production area according to the design layout of the beam yard.
在其中一些实施例中,步骤S1中,每个构件的BIM参数化模型包括该构件的结构力学设计公式参数;步骤S3中,当梁场BIM模型库中没有相适配的BIM参数化模型时,利用结构力学设计公式进行新构件的设计,并将新构件存储于梁场BIM模型库中。本技术方案通过结构力学设计公式参数,进行新构件的设计,并将新构件存储于梁场BIM模型库中,可以实现梁场的设计创新性和灵活性。In some of the embodiments, in step S1, the BIM parametric model of each component includes the structural mechanics design formula parameters of the component; in step S3, when there is no matching BIM parametric model in the beam field BIM model library , use structural mechanics design formulas to design new components, and store the new components in the beam field BIM model library. This technical solution uses the structural mechanics design formula parameters to design new components and store the new components in the beam field BIM model library, which can realize the design innovation and flexibility of the beam field.
在其中一些实施例中,步骤S4还包括,根据梁场的设计布局,提取梁场的布局参数;根据梁场的布局参数,调整不同构件的BIM参数化模型的参数,以适应各功能区的设计。本技术方案通过调整不同构件的BIM参数化模型的参数,可以根据梁场的实际情况,修改构件的几何尺寸、自然环境条件、材料性能指标等参数,提高梁场设计BIM模型的灵活型和适应性。In some embodiments, step S4 also includes: extracting the layout parameters of the beam field according to the design layout of the beam field; adjusting the parameters of the BIM parametric models of different components according to the layout parameters of the beam field to adapt to the needs of each functional area. design. By adjusting the parameters of the BIM parametric model of different components, this technical solution can modify the geometric dimensions, natural environmental conditions, material performance indicators and other parameters of the components according to the actual situation of the beam field, improving the flexibility and adaptability of the BIM model for beam field design. sex.
在其中一些实施例中,基于BIM的预制梁场设计方法还包括:S5,根据梁场设计BIM模型,导出梁场设计图纸。本技术方案通过导出梁场设计图纸,将三维模型转换为二维图纸,方便梁场的设计人员和施工人员查看和理解梁场的设计方案,便于梁场的施工落地。In some of the embodiments, the BIM-based prefabricated beam field design method also includes: S5, design the BIM model according to the beam field and derive the beam field design drawings. This technical solution exports the beam field design drawings and converts the three-dimensional model into two-dimensional drawings, which facilitates the designers and construction personnel of the beam field to view and understand the design plan of the beam field, and facilitates the implementation of the construction of the beam field.
本发明还提供了一种电子设备,包括存储器、处理器以及存储在存储器上并可在处理器上运行的计算机程序,处理器执行计算机程序时实现如上所述的基于BIM的预制梁场设计方法。The invention also provides an electronic device, including a memory, a processor, and a computer program stored in the memory and executable on the processor. When the processor executes the computer program, it implements the BIM-based prefabricated beam field design method as described above. .
此外,本发明还提供了一种存储介质,其上存储有计算机程序,该程序被处理器执行时实现如上所述的基于BIM的预制梁场设计方法。In addition, the present invention also provides a storage medium on which a computer program is stored. When the program is executed by a processor, the above-mentioned BIM-based prefabricated beam field design method is implemented.
基于上述方案,本发明实施例中的基于BIM的预制梁场设计方法、电子设备及存储通过BIM技术对梁场的各个功能区进行合理的分析和布局优化,实现梁场的合理设计;并且,本方法利用正向设计的设计理念,从梁场的场地轮廓和设计要求出发,通过梁场BIM模型库,实现梁场因地制宜的参数化设计,以满足不同需求的梁场设计。Based on the above solution, the BIM-based prefabricated beam field design method, electronic equipment and storage in the embodiment of the present invention use BIM technology to conduct reasonable analysis and layout optimization of each functional area of the beam field to achieve a reasonable design of the beam field; and, This method uses the design concept of forward design, starting from the site outline and design requirements of the beam field, and through the beam field BIM model library, realizes the parametric design of the beam field according to local conditions to meet the design of the beam field with different needs.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
此处所说明的附图用来提供对本发明的进一步理解,构成本申请的一部分,本发明的示意性实施例及其说明用于解释本发明,并不构成对本发明的不当限定。在附图中:The drawings described here are used to provide a further understanding of the present invention and constitute a part of this application. The illustrative embodiments of the present invention and their descriptions are used to explain the present invention and do not constitute an improper limitation of the present invention. In the attached picture:
图1为本发明基于BIM的预制梁场设计方法的流程图;Figure 1 is a flow chart of the BIM-based precast beam field design method of the present invention;
图2为本发明基于BIM的预制梁场设计方法的实施例中制梁区设计示意图;Figure 2 is a schematic diagram of the design of the beam making area in the embodiment of the BIM-based precast beam field design method of the present invention;
图3为本发明基于BIM的预制梁场设计方法的实施例中存梁区设计示意图;Figure 3 is a schematic diagram of the design of the beam storage area in the embodiment of the BIM-based precast beam field design method of the present invention;
图4为本发明基于BIM的预制梁场设计方法的实施例中建筑模型设计示意图;Figure 4 is a schematic diagram of the architectural model design in an embodiment of the BIM-based precast beam field design method of the present invention;
图5为本发明基于BIM的预制梁场设计方法的实施例中临时厂棚设计示意图。Figure 5 is a schematic diagram of the temporary factory shed design in the embodiment of the BIM-based prefabricated beam field design method of the present invention.
具体实施方式Detailed ways
下面将结合本发明实施例中的附图,对实施例中的技术方案进行清楚、完整的描述。显然,所描述的实施例仅仅是本发明的一部分实施例,而非全部的实施例。基于本发明的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, but not all, of the embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the scope of protection of the present invention.
本文中使用的术语“模块”、“构件”、“零件”是一种用于区分不同级别的不同组件、元件、零件、部分或组件的方法,这些术语可以被其他能达到相同目的的表达方式取代。The terms "module", "component" and "part" as used in this article are a means of distinguishing between different components, elements, parts, sections or assemblies at different levels. These terms may be used by other expressions that achieve the same purpose. replace.
如图1-图5所示,在本发明基于BIM的预制梁场设计方法包括以下步骤:As shown in FIGS. 1 to 5 , the BIM-based precast beam yard design method of the present invention includes the following steps:
S1,创建梁场各功能区的所有构件的BIM参数化模型,建立梁场BIM模型库;S1, create BIM parametric models of all components in each functional area of the beam field, and establish a BIM model library for the beam field;
本步骤中,利用BIM技术对梁场各功能区的所有构件进行参数化建模,建立梁场BIM模型库,方便后续设计的选用和调整,提高了梁场设计的灵活性和精确性。需要说明的是,本发明提供的基于BIM的预制梁场设计方法可以通过Revit或其他BIM软件实现。In this step, BIM technology is used to perform parametric modeling of all components in each functional area of the beam field, and a BIM model library of the beam field is established to facilitate the selection and adjustment of subsequent designs and improve the flexibility and accuracy of the beam field design. It should be noted that the BIM-based precast beam field design method provided by the present invention can be implemented through Revit or other BIM software.
S2,对梁场的场地轮廓进行各功能区的划分,完成梁场的设计布局;S2: Divide the site outline of the beam yard into functional areas and complete the design layout of the beam yard;
本步骤中,对梁场的场地轮廓进行合理的划分,可以综合考虑梁场的生产流程、物料流动、设备布置等因素,因地制宜,实现梁场合理的设计布局。In this step, the site contour of the beam yard is reasonably divided, and factors such as the production process, material flow, equipment layout, etc. of the beam yard can be comprehensively considered to achieve a reasonable design layout of the beam yard according to local conditions.
S3,根据梁场的设计布局,选用梁场BIM模型库中不同型号的构件的BIM参数化模型,完成各功能区的模型设计,将各功能区的模型进行组合获得梁场初步BIM 模型;S3, according to the design layout of the beam yard, select the BIM parametric models of components of different types in the beam yard BIM model library, complete the model design of each functional area, and combine the models of each functional area to obtain the preliminary BIM model of the beam yard;
本步骤中,通过选用梁场BIM模型库中的构件,实现梁场的模型设计和布局规划的一体化,提高梁场的设计效率;同时避免设计过程中的信息冗余和不一致,提高梁场的设计质量。In this step, by selecting components in the beam yard BIM model library, the integration of the beam yard model design and layout planning is achieved, thereby improving the design efficiency of the beam yard; at the same time, information redundancy and inconsistency in the design process are avoided, thereby improving the design quality of the beam yard.
S4,根据施工要求,对梁场初步BIM模型中BIM参数化模型的参数进行调整,获得梁场设计BIM模型;S4. According to the construction requirements, adjust the parameters of the BIM parametric model in the preliminary BIM model of the beam field to obtain the design BIM model of the beam field;
本步骤中,根据梁场的结构设计规范要求,结合成本控制要求,通过调整BIM参数化模型的参数,对梁场设计进行优化迭代,得到梁场的最优设计方案。In this step, according to the structural design specifications of the beam yard and combined with the cost control requirements, the beam yard design is optimized and iterated by adjusting the parameters of the BIM parametric model to obtain the optimal design scheme of the beam yard.
在上述示意性实施例中,基于BIM的预制梁场设计方法,通过BIM技术对梁场的各个功能区进行合理的分析和布局优化,实现梁场的合理设计;并且,本方法利用正向设计的设计理念,从梁场的场地轮廓和设计要求出发,通过梁场BIM模型库,实现梁场因地制宜的参数化设计,以满足不同需求的梁场设计。In the above illustrative embodiment, the BIM-based prefabricated beam field design method uses BIM technology to conduct reasonable analysis and layout optimization of each functional area of the beam field to achieve a reasonable design of the beam field; and, this method uses forward design The design concept starts from the site outline and design requirements of the beam field, and through the beam field BIM model library, the parametric design of the beam field is realized according to local conditions to meet the design of the beam field with different needs.
在其中一些实施例中,步骤S1中还包括,绘制各BIM参数化模型的轴线,构成各BIM参数化模型的结构框架;利用各BIM参数化模型的结构框架代替各BIM参数化模型,并存储于梁场BIM模型库中。通过利用轴线构成的结构框架来代替各BIM参数化模型,能够减少每个模型占用的存储空间,提高梁场BIM模型库的存储效率和管理效率。In some embodiments, step S1 also includes drawing the axis of each BIM parametric model to form a structural framework of each BIM parametric model; using the structural framework of each BIM parametric model to replace each BIM parametric model, and storing In the beam field BIM model library. By using a structural frame composed of axes to replace each BIM parametric model, the storage space occupied by each model can be reduced and the storage efficiency and management efficiency of the beam field BIM model library can be improved.
需要说明的是,步骤S1中,梁场的功能区包括钢筋加工区、钢筋绑扎区、制梁区、存梁区、运梁区、临时厂棚、混凝土生产区、生活办公区;梁场BIM模型库还包括功能区模块的BIM参数化模型,功能区模块的BIM参数化模型配备了所需构件的BIM参数化模型。通过对梁场BIM模型库中BIM参数化模型的分级管理,提高梁场BIM模型库的管理效率;并且能够实现梁场的模块化和标准化的设计,方便梁场的设计人员和施工人员选择和使用,提高梁场的设计效率。It should be noted that in step S1, the functional areas of the beam yard include steel bar processing area, steel bar binding area, beam making area, beam storage area, beam transportation area, temporary factory shed, concrete production area, and living and office area; beam yard BIM The model library also includes the BIM parametric model of the functional area module, which is equipped with the BIM parametric model of the required components. Through the hierarchical management of BIM parametric models in the beam field BIM model library, the management efficiency of the beam field BIM model library can be improved; and the modular and standardized design of the beam field can be realized, which facilitates the designers and construction personnel of the beam field to choose and Use to improve the design efficiency of the beam field.
还需要说明的是,每一构件可能包括一种或多种不同功能的零件,每一零件也可能具有一种或多种可选类型。为了便于理解,如表1所示,本实施例提供梁场BIM模型库的部分BIM参数化模型,制梁区的部分参数设计如图2所示,存梁区的部分参数设计如图3所示,其余功能区的设计过程不进行一一列举。需要说明的是,表1中所展示的BIM参数化模型并非完全列举,本领域技术人员根据表1能够对梁场设计过程中的全部构件进行分类。It should also be noted that each component may include one or more parts with different functions, and each part may also have one or more optional types. For ease of understanding, as shown in Table 1, this embodiment provides a partial BIM parametric model of the beam field BIM model library, the partial parameter design of the beam manufacturing area is shown in Figure 2, the partial parameter design of the beam storage area is shown in Figure 3, and the design process of the remaining functional areas is not listed one by one. It should be noted that the BIM parametric models shown in Table 1 are not a complete list, and those skilled in the art can classify all components in the beam field design process according to Table 1.
表1梁场BIM模型库的部分BIM参数化模型Table 1 Some BIM parameterized models in the beam field BIM model library
在其中一些实施例中,梁场BIM模型库还包括梁场常用材料信息的材料库,材料库中对各材料进行编码,并嵌入其性能参数值。作为示意性实施例,材料库中包括混凝土、圆钢、精轧螺纹钢筋、钢板、木板、竹胶板、管材、带钢、槽钢、H钢、工字钢和角钢。In some embodiments, the beam yard BIM model library also includes a material library of commonly used material information in the beam yard, in which each material is encoded and its performance parameter value is embedded. As an illustrative embodiment, the material library includes concrete, round steel, fine-rolled threaded steel bars, steel plates, wooden boards, bamboo plywood, pipes, strip steel, channel steel, H-steel, I-beams, and angle steels.
在其中一些实施例中,步骤S3中,BIM参数化模型的设计参数包括每一构件的几何尺寸、自然环境条件、材料性能指标。通过定义每一构件的设计参数,降低梁场的设计难度,减少人工干预和重复工作,提高梁场的设计速度和准确率。In some embodiments, in step S3, the design parameters of the BIM parametric model include the geometric dimensions, natural environmental conditions, and material performance indicators of each component. By defining the design parameters of each component, the design difficulty of the beam field is reduced, manual intervention and repetitive work are reduced, and the design speed and accuracy of the beam field are improved.
需要说明的是,步骤S3还包括,根据梁场的设计布局,分别进行钢筋加工区、临时厂棚、混凝土生产区的建筑设计。钢筋加工区、临时厂棚、混凝土生产区的建筑设计,应根据不同梁场的设计需求进行设计,因地制宜,保证梁场的高效运作。可以理解的是,如图4所示,梁场BIM模型库中包括上述建筑设计所需要的墙、柱、屋顶、建筑模型等,设计人员可通过调整墙、柱、屋顶的参数实现建筑设计。如图5所示,本实施例提供了临时厂棚的建筑设计样例,设计人员通过设置厂房范围、厂房结构等参数实现临时厂棚的建筑设计。It should be noted that step S3 also includes carrying out the architectural design of the steel processing area, temporary shed, and concrete production area according to the design layout of the beam yard. The architectural design of steel processing areas, temporary sheds, and concrete production areas should be designed according to the design needs of different beam yards and adapted to local conditions to ensure the efficient operation of the beam yard. It can be understood that, as shown in Figure 4, the beam field BIM model library includes the walls, columns, roofs, building models, etc. required for the above-mentioned architectural design. Designers can realize architectural design by adjusting the parameters of walls, columns, and roofs. As shown in Figure 5, this embodiment provides an architectural design example of a temporary factory shed. The designer implements the architectural design of the temporary factory shed by setting parameters such as factory building range and factory building structure.
还需要说明的是,步骤S1中,每个构件的BIM参数化模型包括该构件的结构力学设计公式参数;步骤S3中,当梁场BIM模型库中没有相适配的BIM参数化模型时,利用结构力学设计公式进行新构件的设计,并将新构件存储于梁场BIM模型库中。通过结构力学设计公式参数,实现构件的力学分析和优化,避免构件的过度设计或不足设计,保证构件的强度、刚度、稳定性等指标满足规范要求,提高构件的设计科学性和合理性;同时,利用结构力学设计公式进行新构件的设计,并将新构件存储于梁场BIM模型库中,可以实现梁场的设计创新性和灵活性,满足梁场的不同设计需求和变化,提高梁场的设计水平。It should also be noted that in step S1, the BIM parametric model of each component includes the structural mechanics design formula parameters of the component; in step S3, when there is no matching BIM parametric model in the beam field BIM model library, the structural mechanics design formula is used to design the new component, and the new component is stored in the beam field BIM model library. Through the structural mechanics design formula parameters, the mechanical analysis and optimization of the component are realized, the over-design or under-design of the component is avoided, the strength, stiffness, stability and other indicators of the component are ensured to meet the requirements of the specification, and the design of the component is improved. Scientific and rational; at the same time, the design of the new component is carried out using the structural mechanics design formula, and the new component is stored in the beam field BIM model library, which can realize the design innovation and flexibility of the beam field, meet the different design needs and changes of the beam field, and improve the design level of the beam field.
在其中一些实施例中,步骤S4还包括,根据梁场的设计布局,提取梁场的布局参数;根据梁场的布局参数,调整不同构件的BIM参数化模型的参数,以适应各功能区的设计。通过调整不同构件的BIM参数化模型的参数,可以根据梁场的实际情况,修改构件的几何尺寸、自然环境条件、材料性能指标等参数,提高梁场设计BIM模型的灵活型和适应性。In some embodiments, step S4 also includes: extracting the layout parameters of the beam field according to the design layout of the beam field; adjusting the parameters of the BIM parametric models of different components according to the layout parameters of the beam field to adapt to the needs of each functional area. design. By adjusting the parameters of the BIM parametric model of different components, the geometric dimensions, natural environmental conditions, material performance indicators and other parameters of the components can be modified according to the actual conditions of the beam field, thereby improving the flexibility and adaptability of the BIM model for beam field design.
在其中一些实施例中,基于BIM的预制梁场设计方法还包括:S5,根据梁场设计BIM模型,导出梁场设计图纸。通过导出梁场设计图纸,将三维模型转换为二维图纸,方便梁场的设计人员和施工人员查看和理解梁场的设计方案,便于梁场的施工落地。In some of the embodiments, the BIM-based prefabricated beam field design method also includes: S5, design the BIM model according to the beam field and derive the beam field design drawings. By exporting the beam field design drawings, the three-dimensional model is converted into two-dimensional drawings, which facilitates the designers and construction personnel of the beam field to view and understand the design plan of the beam field, and facilitates the implementation of the construction of the beam field.
本发明还提供了一种电子设备,包括存储器、处理器以及存储在存储器上并可在处理器上运行的计算机程序,处理器执行计算机程序时实现如上所述的基于BIM的预制梁场设计方法。The invention also provides an electronic device, including a memory, a processor, and a computer program stored in the memory and executable on the processor. When the processor executes the computer program, it implements the BIM-based prefabricated beam field design method as described above. .
此外,本发明还提供了一种存储介质,其上存储有计算机程序,该程序被处理器执行时实现如上所述的基于BIM的预制梁场设计方法。In addition, the present invention also provides a storage medium on which a computer program is stored. When the program is executed by a processor, the above-mentioned BIM-based prefabricated beam field design method is implemented.
通过对本发明基于BIM的预制梁场设计方法、电子设备及存储介质的多个实施例的说明,可以看到本发明基于BIM的预制梁场设计方法、电子设备及存储介质实施例至少具有以下一种或多种优点:Through the description of multiple embodiments of the BIM-based prefabricated beam field design method, electronic equipment, and storage media of the present invention, it can be seen that the BIM-based prefabricated beam field design method, electronic equipment, and storage medium embodiments of the present invention have at least one of the following: One or more advantages:
1、本发明提供的基于BIM的预制梁场设计方法,利用正向设计的设计理念,从梁场的场地轮廓和设计要求出发,通过梁场BIM模型库,实现梁场因地制宜的参数化设计;1. The BIM-based prefabricated beam field design method provided by the present invention utilizes the design concept of forward design, starting from the site outline and design requirements of the beam field, and realizing the parametric design of the beam field according to local conditions through the beam field BIM model library;
2、本发明提供的基于BIM的预制梁场设计方法,通过利用轴线构成的结构框架来代替各BIM参数化模型,能够减少每个模型占用的存储空间,提高梁场BIM模型库的存储效率和管理效率;2. The BIM-based prefabricated beam field design method provided by the present invention can reduce the storage space occupied by each model and improve the storage efficiency and storage efficiency of the beam field BIM model library by using a structural frame composed of axes to replace each BIM parameterized model. management efficiency;
3、本发明提供的基于BIM的预制梁场设计方法,通过对梁场BIM模型库中BIM参数化模型的分级管理,提高梁场BIM模型库的管理效率;并且能够实现梁场的模块化和标准化的设计,方便梁场的设计人员和施工人员选择和使用,提高梁场的设计效率。3. The BIM-based prefabricated beam field design method provided by the present invention improves the management efficiency of the beam field BIM model library through hierarchical management of BIM parameterized models in the beam field BIM model library; and can realize the modularization and construction of the beam field. The standardized design facilitates the selection and use of beam field designers and construction personnel, and improves the design efficiency of the beam field.
最后应当说明的是:本说明书中各个实施例采用递进的方式描述,每个实施例重点说明的都是与其他实施例的不同之处,各个实施例之间相同相似部分互相参见即可。Finally, it should be noted that each embodiment in this specification is described in a progressive manner. Each embodiment focuses on its differences from other embodiments. The same and similar parts between various embodiments can be referred to each other.
以上实施例仅用以说明本发明的技术方案而非对其限制;尽管参照较佳实施例对本发明进行了详细的说明,所属领域的普通技术人员应当理解:依然可以对本发明的具体实施方式进行修改或者对部分技术特征进行等同替换;而不脱离本发明技术方案的精神,其均应涵盖在本发明请求保护的技术方案范围当中。The above embodiments are only used to illustrate the technical solution of the present invention rather than to limit it. Although the present invention has been described in detail with reference to the preferred embodiments, ordinary technicians in the field should understand that the specific implementation methods of the present invention can still be modified or some technical features can be replaced by equivalents without departing from the spirit of the technical solution of the present invention, which should be included in the scope of the technical solution for protection of the present invention.
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Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106326536A (en) * | 2016-08-17 | 2017-01-11 | 上海交通建设总承包有限公司 | Standardized construction method for hydraulic prefabricated member based on BIM (Building Information Modeling) |
CN106934092A (en) * | 2017-01-10 | 2017-07-07 | 中铁四局集团第四工程有限公司 | The modeling method of the high speed railway prefabricating Liang Chang based on BIM |
CN112265134A (en) * | 2020-11-02 | 2021-01-26 | 中交路桥华南工程有限公司 | Beam making area of beam body prefabrication yard |
CN115795616A (en) * | 2022-12-05 | 2023-03-14 | 华设设计集团股份有限公司 | Highway digital system and pavement information analysis method based on highway digital system |
CN116777386A (en) * | 2023-06-27 | 2023-09-19 | 中交一航局城市交通工程有限公司 | Intelligent manufacturing collaborative platform management system for beam field |
CN116822002A (en) * | 2023-05-26 | 2023-09-29 | 中建八局第一建设有限公司 | Method and device for automatically arranging facility components, electronic equipment and storage medium |
CN116956445A (en) * | 2023-09-20 | 2023-10-27 | 中交第一航务工程局有限公司 | BIM-based basket design method, computer equipment and computer readable storage medium |
CN117113745A (en) * | 2023-07-19 | 2023-11-24 | 广州珠江建设发展有限公司 | Stress rechecking method and system for tower crane cross beam foundation |
-
2024
- 2024-02-29 CN CN202410227285.6A patent/CN117807688A/en active Pending
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106326536A (en) * | 2016-08-17 | 2017-01-11 | 上海交通建设总承包有限公司 | Standardized construction method for hydraulic prefabricated member based on BIM (Building Information Modeling) |
CN106934092A (en) * | 2017-01-10 | 2017-07-07 | 中铁四局集团第四工程有限公司 | The modeling method of the high speed railway prefabricating Liang Chang based on BIM |
CN112265134A (en) * | 2020-11-02 | 2021-01-26 | 中交路桥华南工程有限公司 | Beam making area of beam body prefabrication yard |
CN115795616A (en) * | 2022-12-05 | 2023-03-14 | 华设设计集团股份有限公司 | Highway digital system and pavement information analysis method based on highway digital system |
CN116822002A (en) * | 2023-05-26 | 2023-09-29 | 中建八局第一建设有限公司 | Method and device for automatically arranging facility components, electronic equipment and storage medium |
CN116777386A (en) * | 2023-06-27 | 2023-09-19 | 中交一航局城市交通工程有限公司 | Intelligent manufacturing collaborative platform management system for beam field |
CN117113745A (en) * | 2023-07-19 | 2023-11-24 | 广州珠江建设发展有限公司 | Stress rechecking method and system for tower crane cross beam foundation |
CN116956445A (en) * | 2023-09-20 | 2023-10-27 | 中交第一航务工程局有限公司 | BIM-based basket design method, computer equipment and computer readable storage medium |
Non-Patent Citations (5)
Title |
---|
张璐瑶等: "梁场建设及制梁工艺BIM模拟", 四川建材, vol. 49, no. 11, 10 November 2023 (2023-11-10), pages 4 * |
李鑫: "BIM 技术在铁路预制梁场规划与布置中的应用研究", 铁道建筑技术, vol. 2017, no. 07, 20 July 2017 (2017-07-20), pages 2 - 4 * |
蔡宁等: "陈翔路地道工程BIM应用解析", 31 August 2014, 同济大学出版社, pages: 11 - 12 * |
邓兴龙: "BIM技术:Revit建筑设计应用基础", 31 January 2017, 华南理工大学出版社, pages: 85 - 87 * |
陈俐光等: "中低速磁浮轨道大纵坡预制梁场建造技术研究", 现代城市轨道交通, vol. 2020, no. 3, 20 March 2020 (2020-03-20), pages 1 - 2 * |
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