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CN104281729A - BIM (building information model) method for digital processing and manufacturing of steel structure buildings - Google Patents

BIM (building information model) method for digital processing and manufacturing of steel structure buildings Download PDF

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CN104281729A
CN104281729A CN201410309455.1A CN201410309455A CN104281729A CN 104281729 A CN104281729 A CN 104281729A CN 201410309455 A CN201410309455 A CN 201410309455A CN 104281729 A CN104281729 A CN 104281729A
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architectural
information
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CN104281729B (en
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孙澄
杨阳
姜宏国
夏楠
寇婧
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Harbin Institute of Technology Shenzhen
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Abstract

本发明提供一种应用于钢结构建筑数字化加工制造的BIM方法,包括建筑设计、结构设计与分析、详图设计和数控加工制造四个部分,各部分有其各自的基本流程步骤要求,且相互流程之间存在一定的信息交互,以确保信息的及时更新,解决当前各专业之间流程衔接不畅,交互数据无法有效传输的问题,以改善钢结构建筑数字化设计与建造过程中的低效问题。

The invention provides a BIM method applied to the digital processing and manufacturing of steel structure buildings, including four parts: architectural design, structural design and analysis, detailed drawing design, and numerical control processing and manufacturing. There is a certain amount of information interaction between the processes to ensure the timely update of information, solve the current problems of poor process connection between various disciplines, and the ineffective transmission of interactive data, so as to improve the inefficiency in the process of digital design and construction of steel structures .

Description

一种应用于钢结构建筑数字化加工制造的BIM方法A BIM method applied to digital processing and manufacturing of steel structure buildings

技术领域 technical field

本发明涉及一种数字化加工方法,具体涉及一种应用于钢结构建筑数字化加工制造的BIM方法。  The invention relates to a digital processing method, in particular to a BIM method applied to digital processing and manufacturing of steel structure buildings. the

背景技术 Background technique

为了满足我国城市快速发展的建设需求,缩短钢结构建筑的设计与建造周期,控制施工成本,数字化技术开始被应用到建筑领域中。但是,现阶段建筑行业中的数字化应用基本还遵循传统的工作流程(包括建筑设计-结构设计-深化设计-加工制造和施工等过程),主要存在以下问题:(1)整个技术流程缺少规范性,各专业之间的衔接效率较低;(2)各个阶段的交互数据内容尚不明确,数据交互不畅。  In order to meet the construction needs of the rapid development of cities in our country, shorten the design and construction cycle of steel structure buildings, and control construction costs, digital technology has begun to be applied to the construction field. However, at this stage, the digital application in the construction industry basically follows the traditional workflow (including architectural design-structural design-deep design-processing manufacturing and construction, etc.), and the main problems are as follows: (1) The entire technical process lacks standardization , the connection efficiency between various majors is low; (2) The interactive data content of each stage is not yet clear, and the data interaction is not smooth. the

发明内容 Contents of the invention

本发明提供一种应用于钢结构建筑数字化加工制造的BIM管理技术方法,解决当前各专业之间流程衔接不畅,交互数据无法有效传输的问题,以改善钢结构建筑数字化设计与建造过程中的低效问题。  The invention provides a BIM management technology method applied to the digital processing and manufacturing of steel structure buildings, which solves the current problems of poor flow connection among various disciplines and the inability to effectively transmit interactive data, so as to improve the digital design and construction of steel structure buildings. Inefficiency problem. the

本发明中的技术应用流程包括:  The technical application process in the present invention includes:

建筑设计-结构设计与分析-详图深化设计-数字化加工制造四个阶段,各阶段信息模型的建立过程并非是相互孤立的,每个阶段都会生成相应的数据信息,且随着项目的推进与深化,数据信息也在不断地积累和更新,其间也会有不同阶段之间的交互协同过程,从而完善最终的整体信息模型。  There are four stages of architectural design-structural design and analysis-detailed drawing design-digital processing and manufacturing. The establishment process of information models in each stage is not isolated from each other. Corresponding data information will be generated in each stage, and as the project progresses and Deepening, data information is also constantly accumulating and updating, and there will also be an interactive and collaborative process between different stages, so as to improve the final overall information model. the

所述流程的技术特征在于:  The technical characteristics of the process are:

由建筑设计到数控加工制造阶段数字信息模型的建立是一个不断深化叠加的过程。传统的设计流程主要是基于二维图档的工作模式,且由于软件平台的不同,各阶段、不同专业的模型信息无法实现完整传递。每个阶段都要按照各自的需要重复建模,模型间不具备信息的关联性,无法实现各阶段的有效协同。而基于BIM的技术应用流程在各个阶段不存在明显的断层现象,支持模型与图档的关联修改与自动更新,可以使数据的转换和联动更为流 畅,保证了信息的完整性和实时性,使各专业可以较早地并行工作,并可以通过“碰撞校核”及时发现并纠正模型中的问题,从而实现工程项目的平滑设计和建造,降低成本且提高效率。  The establishment of digital information model from architectural design to CNC machining and manufacturing is a process of continuous deepening and superposition. The traditional design process is mainly based on the working mode of two-dimensional drawings, and due to the different software platforms, the model information of each stage and different disciplines cannot be completely transmitted. Each stage has to be modeled repeatedly according to its own needs, and there is no information correlation between the models, so it is impossible to achieve effective collaboration at each stage. However, the BIM-based technology application process does not have obvious faults at each stage, and supports the associated modification and automatic update of models and drawings, which can make data conversion and linkage smoother, and ensure the integrity and real-time information , so that various disciplines can work in parallel earlier, and problems in the model can be found and corrected in time through "collision check", so as to realize the smooth design and construction of engineering projects, reduce costs and improve efficiency. the

本发明中各阶段信息模型的数据要求为:  The data requirement of each stage information model among the present invention is:

(1)建筑设计专业建立的模型更加注重建筑整体的形态表现以及对于梁板柱墙等各建筑基本构件的空间拓扑、分配及定位关系的确定。目前建筑设计阶段主要应用的造型软件操作平台包括Autodesk Revit Architecture、SketchUp、Rhinoceros等,所需传递给下游的模型数据内容则包括建筑模型的几何属性信息和非几何属性信息两大类。其中,几何属性包括准确的轴线定位尺寸,建筑的轮廓边界定位、曲面曲率等空间限定条件,结构选型以及大致的结构构件(如梁、板、柱等)定位尺寸、形状以及构件角度等,并需要明确可变的几何条件及不可改变的几何条件;而非几何属性则包括建筑材料、活动荷载等相关信息。  (1) The model established by the architectural design major pays more attention to the overall form of the building and the determination of the spatial topology, distribution and positioning relationship of the basic components of the building such as beams, plates, columns and walls. At present, the modeling software operating platforms mainly used in the architectural design stage include Autodesk Revit Architecture, SketchUp, Rhinoceros, etc., and the model data content that needs to be transmitted to the downstream includes two categories: geometric attribute information and non-geometric attribute information of the architectural model. Among them, geometric attributes include accurate axis positioning dimensions, space constraints such as building outline boundary positioning, surface curvature, structural selection, and approximate structural components (such as beams, plates, columns, etc.) positioning dimensions, shapes, and component angles, etc. And it is necessary to clarify variable geometric conditions and unchangeable geometric conditions; non-geometric attributes include building materials, live loads and other related information. the

(2)结构设计与分析阶段的信息模型应以结构物理模型为核心,主要用于结构的计算和优化,确保结构设计的合理性。目前应用于结构分析及计算的软件数目众多,如Autodesk Revit Structure、Autodesk Robot Structural Analysis、PKPM、SAP2000、MIDAS、3D3S、STAAB、MTS、ANSYS、ETABS、ABAQUS等,但仍需进一步的开发,使之与BIM平台下的其他软件更好地进行对接。这一阶段向下游传递的模型数据内容也分为结构模型几何属性及约束和非几何属性及约束两大类信息。几何属性及约束包括整体结构的轴网尺寸;结构构件的连接关系及相互位置关系,包括其准确的定位关系、标高、构件的位置及截面形式和尺寸等;以及各结构构件的定位尺寸(坐标尺寸)、总尺寸、分尺寸(线性尺寸、角度尺寸、截面半径尺寸)等必要尺寸。非几何属性及约束则包括结构功能方面的约束关系,主要指连接构件的强度说明和构造说明,及焊缝质量要求、螺栓的型号和布置、焊钉布置等;工程方面的要求和约束,如钢材的牌号和质量等级、所对应的产品标准、结构构件的型号规格说明、钢构件的成形方式、安装要求以及涂装要求等。  (2) The information model in the structural design and analysis stage should take the physical model of the structure as the core, and is mainly used for the calculation and optimization of the structure to ensure the rationality of the structural design. At present, there are a large number of software used in structural analysis and calculation, such as Autodesk Revit Structure, Autodesk Robot Structural Analysis, PKPM, SAP2000, MIDAS, 3D3S, STAAB, MTS, ANSYS, ETABS, ABAQUS, etc., but further development is still needed to make it Better docking with other software under the BIM platform. The content of model data transmitted to the downstream at this stage is also divided into two categories of information: structural model geometric attributes and constraints and non-geometric attributes and constraints. Geometric properties and constraints include the grid size of the overall structure; the connection relationship and mutual position relationship of structural components, including their accurate positioning relationship, elevation, component position, section form and size, etc.; and the positioning dimensions of each structural component (coordinate size), total size, sub-size (linear size, angular size, section radius size) and other necessary dimensions. Non-geometric attributes and constraints include structural and functional constraints, mainly referring to the strength and structure descriptions of connecting components, weld quality requirements, bolt types and layout, welding stud layout, etc.; engineering requirements and constraints, such as Steel grades and quality grades, corresponding product standards, model specifications of structural components, forming methods of steel components, installation requirements, and coating requirements, etc. the

(3)详图深化设计阶段主要围绕搭建实体模型、完善节点构造设计、完成钢结构施工详图设计、碰撞校核等内容来完善其信息模型,这一阶段要求对各杆件连接节点、构造、加工和安装工艺细节进行处理。主要应用的软件操作平台包括Tekla Structure、AutoCAD、StruCad、ProSteel、PKPM-STXT、Bocad等,其向下游传递的模型数据内容主要应包括钢结构构件的类型、编号、数量和空间方位信息、杆件截面形式和尺寸信息、节点安装信息(如螺 栓焊缝等)、加工特征信息,以及构件中各种材料编号,螺栓规格、孔径、大小、坡口形式,超长超重构件分段位置等信息。同时,在这一阶段的模型信息中还应包括材料清单数据信息,从而为加工制造阶段进行加工组织计划、成本控制和进度管理等工作提供依据。  (3) The detailed design stage mainly focuses on building a solid model, perfecting the structural design of nodes, completing the detailed design of steel structure construction, and collision checking to improve its information model. , processing and installation process details. The main application software operating platforms include Tekla Structure, AutoCAD, StruCad, ProSteel, PKPM-STXT, Bocad, etc., and the model data content transmitted downstream mainly includes the type, number, quantity and spatial orientation information of steel structural components, members Section form and size information, node installation information (such as bolt welds, etc.), processing feature information, and various material numbers in components, bolt specifications, hole diameters, sizes, groove forms, segmental positions of super-long and super-heavy components, etc. . At the same time, the model information at this stage should also include bill of materials data information, so as to provide a basis for processing organization planning, cost control and schedule management in the processing and manufacturing stage. the

(4)数控加工制造阶段,其信息模型主要完成与上游详图深化设计阶段BIM模型输出的NC数据衔接,进而应用数控切割机等自动化设备进行构件放样,并进行自动套料排版,设定加工路径后切割成型,完成整个加工过程。本阶段主要应用的软件操作平台包括AutoCAD、FastCAM、Autonest等套料排版软件,其数据内容则包括排版套料信息、加工路径编码文件、加工清单文件等。其中,排版套料信息包括实时动态统计排料数据、椭圆及样条曲线拟合数据、零件内、外轮廓几何数据、引入(出)线(弧)位置数据;加工路径编码文件主要包括加工顺序与机械设备运动轨迹信息、加工清单文件包括带零件简图的下料清单、项目工程量统计;加工清单文件则是指相关的各类报表(钢板切割清单、材质跟踪表、利用率汇总表、余料表、零件汇总表等)。  (4) In the stage of CNC machining and manufacturing, the information model mainly completes the connection with the NC data output from the BIM model in the upstream detailed design stage, and then uses automatic equipment such as CNC cutting machines to carry out component lofting, automatic nesting and layout, and setting processing After the path is cut and shaped, the entire processing process is completed. The software operating platforms mainly used at this stage include AutoCAD, FastCAM, Autonest and other nesting and layout software, and the data content includes nesting information, processing path coding files, and processing list files. Among them, the typesetting nesting information includes real-time dynamic statistical nesting data, ellipse and spline curve fitting data, part internal and external contour geometric data, lead-in (out) line (arc) position data; processing path coding files mainly include processing sequence The movement track information of mechanical equipment, the processing list file includes the blanking list with part diagrams, and the project quantity statistics; the processing list file refers to various related reports (steel plate cutting list, material tracking table, utilization rate summary table, Remaining material table, parts summary table, etc.). the

具体步骤为:  The specific steps are:

一种应用于钢结构建筑数字化加工制造的BIM方法,其特征在于包括如下步骤:  A BIM method applied to digital processing and manufacturing of steel structure buildings is characterized in that it comprises the following steps:

步骤一、建筑设计  Step 1. Architectural Design

建筑初步设计阶段,建筑师根据风、光等环境因素与建筑功能等各项综合要求进行方案设计和计算机三维建模工作,在确定建筑初步形态的同时,需要同结构专业协同确定建筑的结构选型,并根据结构专业的反馈方案调整三维模型的造型;随后根据建筑造型进行建筑功能性设计调整,建立建筑内部模型,完善同设备等其他相关专业协同进行碰撞测试的三维模型;通过测试之后,根据标准绘制建筑设计施工图,并进行图纸审核及存档;  In the preliminary architectural design stage, architects carry out scheme design and computer 3D modeling work according to comprehensive requirements such as wind, light and other environmental factors and architectural functions. model, and adjust the shape of the 3D model according to the feedback plan of the structural profession; then adjust the architectural functional design according to the architectural shape, establish the internal model of the building, and improve the 3D model for collision testing with other related disciplines such as equipment; after passing the test, Draw architectural design and construction drawings according to standards, and conduct drawing review and archiving;

该步骤中应重点解决建筑专业与结构设计专业之间的协同问题,建筑专业根据结构专业通过计算分析得出的结构形态要求优化建筑形态,二者之间主要依托于Revit、AutoCAD或Rhino三维信息模型进行数据传递,辅以平面图和主要剖面图等二维图纸,二者之间传递的数据格式主要为RVT、SAT与DWG;  In this step, we should focus on solving the problem of synergy between the architectural specialty and the structural design specialty. The architectural specialty needs to optimize the architectural form according to the structural shape obtained through calculation and analysis of the structural specialty. The two mainly rely on the 3D information of Revit, AutoCAD or Rhino. The data transfer of the model is supplemented by two-dimensional drawings such as plan and main section drawings. The data formats transferred between the two are mainly RVT, SAT and DWG;

该阶段建筑专业需要提供给结构专业的数据要求为:几何属性信息,包括准确的轴线定位尺寸,建筑的轮廓边界定位、曲面曲率等空间限定条件,结构选型以及大致的结构构件定位尺寸、形状以及构件角度等,并需要明确 可变的几何条件及不可改变的几何条件;以及非几何属性信息,包括建筑材料、活动荷载等相关信息;  At this stage, the architectural majors need to provide the structural majors with the following data requirements: geometric attribute information, including accurate axis positioning dimensions, building outline boundary positioning, surface curvature and other space constraints, structural selection, and approximate structural component positioning dimensions and shapes And component angles, etc., and need to clarify variable geometric conditions and unchangeable geometric conditions; and non-geometric attribute information, including building materials, active loads and other related information;

步骤二、结构设计与分析  Step 2. Structural Design and Analysis

结构设计与分析阶段,结构设计师根据建筑师提出的设计条件确定建筑整体的结构形式以及荷载和截面信息,并建立结构计算模型,再根据结构的不同类型特征利用结构分析与计算软件进行结构验算,将验算结构反馈给建筑专业修改并确定建筑造型;随后绘制钢结构设计施工图并交付下游详图设计单位绘制钢结构施工详图,二者需要针对钢结构杆件的节点类型、加工工艺等方面进行协同;在对钢结构施工详图审核之后,出图存档;  In the stage of structural design and analysis, the structural designer determines the overall structural form, load and section information of the building according to the design conditions proposed by the architect, and establishes a structural calculation model, and then uses structural analysis and calculation software to perform structural checks according to different types of structures. , Feedback the checked structure to the architectural profession to modify and determine the architectural shape; then draw the steel structure design and construction drawing and deliver it to the downstream detail design unit to draw the steel structure construction detail drawing, the two need to focus on the node type and processing technology of the steel structure members Collaborate on various aspects; after reviewing the detailed drawings of the steel structure construction, file the drawings;

该步骤中除了与建筑专业的协同之外,还应重点解决结构设计与详图设计之间的协同问题,二者之间主要依托于Revit Structure、AutoCAD三维信息模型进行数据传递,辅以总说明、平面布置图、杆件单元图及属性表、节点坐标表、节点编号图等二维图纸以及钢结构材料表与典型节点说明,二者之间传递的数据格式主要为IFC、DWG/DXF;  In this step, in addition to the collaboration with the architectural profession, the focus should also be on solving the problem of collaboration between structural design and detail design. The two mainly rely on Revit Structure and AutoCAD 3D information models for data transfer, supplemented by general instructions , floor plan, bar unit diagram and attribute table, node coordinate table, node number diagram and other two-dimensional drawings, as well as steel structure material table and typical node description, the data format transmitted between the two is mainly IFC, DWG/DXF;

该阶段结构专业需要提供给详图设计专业的数据要求为:几何属性信息及约束,包括整体结构的轴网尺寸;结构构件的连接关系及相互位置关系,包括其准确的定位关系、标高、构件的位置及截面形式和尺寸等;以及各结构构件的定位尺寸(坐标尺寸)、总尺寸、分尺寸(线性尺寸、角度尺寸、截面半径尺寸)必要尺寸;以及非几何属性及约束,包括结构功能方面的约束关系,主要指连接构件的强度说明和构造说明,及焊缝质量要求、螺栓的型号和布置、焊钉布置等;工程方面的要求和约束,如钢材的牌号和质量等级、所对应的产品标准、结构构件的型号规格说明、钢构件的成形方式、安装要求以及涂装要求;  The data requirements that the structural major needs to provide to the detailing design major at this stage are: geometric attribute information and constraints, including the grid size of the overall structure; the connection relationship and mutual position relationship of structural components, including their accurate positioning relationship, elevation, component position, section form and size, etc.; and the necessary dimensions of positioning dimensions (coordinate dimensions), overall dimensions, and subdimensions (linear dimensions, angular dimensions, section radius dimensions) of each structural member; and non-geometric attributes and constraints, including structural functions Constraint relationship in aspect mainly refers to the strength specification and structure specification of connected components, weld quality requirements, bolt type and layout, welding stud layout, etc.; engineering requirements and constraints, such as steel grades and quality grades, corresponding Product standards, model specifications of structural components, forming methods of steel components, installation requirements and coating requirements;

步骤三、详图设计  Step 3, detailed design

详图设计阶段,在施工图设计单位与安装单位交底之后,详图设计人员提交图纸中的问题报告书,并根据材料、设备要求确定杆件的分段位置与加工工艺,进而进行详图设计,并与施工图设计方协同明确节点设计方案;通过工艺审核后完成图纸并自校,随后反馈给施工图设计方校对、审核并修改图纸;  In the detailed drawing design stage, after the construction drawing design unit and the installation unit hand over the details, the detailed drawing designer submits the problem report in the drawing, and determines the section position and processing technology of the rod according to the material and equipment requirements, and then proceeds to the detailed drawing design , and cooperate with the construction drawing designer to clarify the node design scheme; after passing the process review, complete the drawings and self-check, and then feed back to the construction drawing designer to proofread, review and modify the drawings; 

该步骤主要围绕搭建实体模型、完善节点构造设计、完成钢结构施工详图设计、碰撞校核等内容来完善其信息模型,这一阶段要求对各杆件连接节点、构造、加工和安装工艺细节进行处理;主要应用的软件操作平台包括Tekla Structure、AutoCAD、StruCad、ProSteel、PKPM-STXT、Bocad等, 与下游之间的数据传递格式主要为DWG/DXF、NC数据、以及EXCEL。  This step mainly focuses on building a solid model, improving the design of the node structure, completing the detailed design of the steel structure construction, collision check, etc. to improve its information model. Processing; the main application software operating platforms include Tekla Structure, AutoCAD, StruCad, ProSteel, PKPM-STXT, Bocad, etc., and the data transfer formats with the downstream are mainly DWG/DXF, NC data, and EXCEL. the

本发明的优点在于:本发明提出了一种可以应用于钢结构建筑数字化加工制造的BIM管理流程,明确了各专业之间数据交互的内容和格式要求,使数据传输及反馈过程更加高效,提高了设计效率,改善了以往各专业协同时数据之间出现断层、衔接不畅的问题。  The advantage of the present invention is that: the present invention proposes a BIM management process that can be applied to the digital processing and manufacturing of steel structure buildings, clarifies the content and format requirements of data interaction among various disciplines, makes the data transmission and feedback process more efficient, and improves The design efficiency is improved, and the problem of gaps and poor connection between data in the past when various disciplines collaborate is improved. the

附图说明 Description of drawings

图1P-BIM应用技术框架图  Figure 1 P-BIM application technology framework diagram

图2技术应用整体流程图  Figure 2 overall flow chart of technology application

图3a建筑设计阶段详细流程图  Figure 3a Detailed flow chart of architectural design stage

图3b结构设计与分析阶段详细流程图  Figure 3b Detailed flow chart of structural design and analysis stage

图3c详图设计阶段详细流程图  Figure 3c detailed flow chart of detailed design phase

图3d数控加工制造阶段详细流程图  Figure 3d detailed flow chart of CNC machining and manufacturing stage

图4P-BIM平台下的数据传输框架  Figure 4 Data transmission framework under the P-BIM platform

图5游泳馆Revit建筑模型  Figure 5 Revit architectural model of swimming pool

图6游泳馆Rhino建筑模型  Figure 6 Swimming pool Rhino architectural model

图7游泳馆结构模型图  Figure 7 Structural Model Diagram of Swimming Pool

图8游泳馆钢结构深化模型  Figure 8 Deepening model of steel structure of swimming pool

图9游泳馆钢结构详图  Figure 9 Swimming pool steel structure details

图10游泳馆钢结构构件展开图  Figure 10 Expanded view of steel structure components of swimming pool

图11游泳馆构件数控加工详图  Figure 11 NC machining details of swimming pool components

具体实施方式Detailed ways

下面结合附图对本发明进一步说明。  The present invention will be further described below in conjunction with the accompanying drawings. the

如图1所示,本发明的技术系统,主要包括建筑设计、结构设计与分析、详图设计和数控加工制造四个部分,各部分有其各自的基本流程步骤要求,且相互流程之间存在一定的信息交互,以确保信息的及时更新,具体流程步骤如下:  As shown in Figure 1, the technical system of the present invention mainly includes four parts: architectural design, structural design and analysis, detailed drawing design, and numerical control processing and manufacturing. Each part has its own basic process step requirements, and there are Certain information interaction to ensure timely update of information, the specific process steps are as follows: 

步骤一、建筑设计  Step 1. Architectural Design

建筑初步设计阶段,如图3a,建筑师根据风、光等环境因素与建筑功能等各项综合要求进行方案设计和计算机三维建模工作,在确定建筑初步形态的同时,需要同结构专业协同确定建筑的结构选型,并根据结构专业的反馈方案调整三维模型的造型;随后根据建筑造型进行建筑功能性设计调整,建立建筑内部模型,完善同设备等其他相关专业协同进行碰撞测试的三维模 型;通过测试之后,根据标准绘制建筑设计施工图,并进行图纸审核及存档。  In the preliminary architectural design stage, as shown in Figure 3a, architects carry out scheme design and computer 3D modeling work according to comprehensive requirements such as wind, light and other environmental factors and architectural functions. Select the structure of the building, and adjust the shape of the 3D model according to the feedback plan of the structural profession; then adjust the architectural functional design according to the architectural shape, establish the internal model of the building, and improve the 3D model for collision testing with other related disciplines such as equipment ; After passing the test, draw architectural design and construction drawings according to the standards, and conduct drawing review and archiving. the

该步骤中应重点解决建筑专业与结构设计专业之间的协同问题,建筑专业根据结构专业通过计算分析得出的结构形态要求优化建筑形态,二者之间主要依托于Revit、AutoCAD或Rhino三维信息模型进行数据传递,辅以平面图和主要剖面图等二维图纸,二者之间传递的数据格式主要为RVT、SAT与DWG。  In this step, we should focus on solving the problem of synergy between the architectural specialty and the structural design specialty. The architectural specialty needs to optimize the architectural form according to the structural shape obtained through calculation and analysis of the structural specialty. The two mainly rely on the 3D information of Revit, AutoCAD or Rhino. The data transfer of the model is supplemented by two-dimensional drawings such as plan views and main section views. The data formats transferred between the two are mainly RVT, SAT and DWG. the

该阶段建筑专业需要提供给结构专业的数据要求为:几何属性信息,包括准确的轴线定位尺寸,建筑的轮廓边界定位、曲面曲率等空间限定条件,结构选型以及大致的结构构件(如梁、板、柱等)定位尺寸、形状以及构件角度等,并需要明确可变的几何条件及不可改变的几何条件;以及非几何属性信息,包括建筑材料、活动荷载等相关信息。  At this stage, the architectural majors need to provide the structural majors with the following data requirements: geometric attribute information, including accurate axis positioning dimensions, building outline boundary positioning, surface curvature and other space constraints, structural selection, and general structural components (such as beams, beams, etc.) Plates, columns, etc.) positioning size, shape, and component angle, etc., and need to specify variable and unchangeable geometric conditions; and non-geometric attribute information, including building materials, live loads and other related information. the

步骤二、结构设计与分析  Step 2. Structural Design and Analysis

结构设计与分析阶段,如图3b,结构设计师根据建筑师提出的设计条件确定建筑整体的结构形式以及荷载和截面信息,并建立结构计算模型,再根据结构的不同类型特征利用结构分析与计算软件进行结构验算,将验算结构反馈给建筑专业修改并确定建筑造型。随后绘制钢结构设计施工图并交付下游详图设计单位绘制钢结构施工详图,二者需要针对钢结构杆件的节点类型、加工工艺等方面进行协同;在对钢结构施工详图审核之后,出图存档。  In the stage of structural design and analysis, as shown in Figure 3b, the structural designer determines the overall structural form, load and section information of the building according to the design conditions proposed by the architect, and establishes a structural calculation model, and then uses structural analysis and calculation according to different types of structures. The software checks the structure, and feeds back the checked structure to the architectural profession to modify and determine the architectural shape. Then draw the steel structure design and construction drawing and submit it to the downstream detail design unit to draw the steel structure construction detail drawing. The two need to coordinate on the node type and processing technology of the steel structure members; after reviewing the steel structure construction detail drawing, Drawing archive. the

该步骤中除了与建筑专业的协同之外,还应重点解决结构设计与详图设计之间的协同问题,二者之间主要依托于Revit Structure、AutoCAD三维信息模型进行数据传递,辅以总说明、平面布置图、杆件单元图及属性表、节点坐标表、节点编号图等二维图纸以及钢结构材料表与典型节点说明等,二者之间传递的数据格式主要为IFC、DWG/DXF。  In this step, in addition to the collaboration with the architectural profession, the focus should also be on solving the problem of collaboration between structural design and detail design. The two mainly rely on Revit Structure and AutoCAD 3D information models for data transfer, supplemented by general instructions , floor plan, bar unit diagram and attribute table, node coordinate table, node number diagram and other two-dimensional drawings, as well as steel structure material table and typical node description, etc. The data format transmitted between the two is mainly IFC, DWG/DXF . the

该阶段结构专业需要提供给详图设计专业的数据要求为:几何属性信息及约束,包括整体结构的轴网尺寸;结构构件的连接关系及相互位置关系,包括其准确的定位关系、标高、构件的位置及截面形式和尺寸等;以及各结构构件的定位尺寸(坐标尺寸)、总尺寸、分尺寸(线性尺寸、角度尺寸、截面半径尺寸)等必要尺寸。以及非几何属性及约束,包括结构功能方面的约束关系,主要指连接构件的强度说明和构造说明,及焊缝质量要求、螺栓的型号和布置、焊钉布置等;工程方面的要求和约束,如钢材的牌号和质量等级、所对应的产品标准、结构构件的型号规格说明、钢构件的成形方式、安装要求以及涂装要求等。  The data requirements that the structural major needs to provide to the detailing design major at this stage are: geometric attribute information and constraints, including the grid size of the overall structure; the connection relationship and mutual position relationship of structural components, including their accurate positioning relationship, elevation, component position, cross-sectional form and size, etc.; and necessary dimensions such as positioning dimensions (coordinate dimensions), overall dimensions, and subdimensions (linear dimensions, angular dimensions, and section radius dimensions) of each structural member. As well as non-geometric attributes and constraints, including structural and functional constraints, mainly referring to the strength specification and structure specification of connecting components, as well as weld quality requirements, bolt type and layout, welding stud layout, etc.; engineering requirements and constraints, Such as steel grades and quality grades, corresponding product standards, model specifications of structural components, forming methods of steel components, installation requirements, and coating requirements, etc. the

步骤三、详图设计  Step 3, detailed design

详图设计阶段,如图3c,在施工图设计单位与安装单位交底之后,详图设计人员提交图纸中的问题报告书,并根据材料、设备要求确定杆件的分段位置与加工工艺,进而进行详图设计,并与施工图设计方协同明确节点设计方案。通过工艺审核后完成图纸并自校,随后反馈给施工图设计方校对、审核并修改图纸。  In the detailed drawing design stage, as shown in Figure 3c, after the construction drawing design unit and the installation unit hand over the details, the detailed drawing designer submits the problem report in the drawing, and determines the section position and processing technology of the rod according to the material and equipment requirements, and then Carry out detailed drawing design, and cooperate with the construction drawing designer to clarify the node design scheme. After passing the process review, the drawings are completed and self-checked, and then fed back to the construction drawing designer to proofread, review and modify the drawings. the

该步骤主要围绕搭建实体模型、完善节点构造设计、完成钢结构施工详图设计、碰撞校核等内容来完善其信息模型,这一阶段要求对各杆件连接节点、构造、加工和安装工艺细节进行处理。主要应用的软件操作平台包括Tekla Structure、AutoCAD、StruCad、ProSteel、PKPM-STXT、Bocad等,与下游之间的数据传递格式主要为DWG/DXF、NC数据、以及EXCEL。  This step mainly focuses on building a solid model, improving the design of the node structure, completing the detailed design of the steel structure construction, collision check, etc. to improve its information model. to process. The main application software operating platforms include Tekla Structure, AutoCAD, StruCad, ProSteel, PKPM-STXT, Bocad, etc., and the data transmission formats with the downstream are mainly DWG/DXF, NC data, and EXCEL. the

该阶段详图设计专业需要向下游数控加工制造厂家传递的模型数据内容要求为:应包括钢结构构件的类型、编号、数量和空间方位信息、杆件截面形式和尺寸信息、节点安装信息(如螺栓焊缝等)、加工特征信息,以及构件中各种材料编号,螺栓规格、孔径、大小、坡口形式,超长超重构件分段位置,以及材料清单数据信息。  The content requirements of the model data that the detail design major needs to transmit to the downstream CNC processing manufacturers at this stage are: it should include the type, number, quantity and spatial orientation information of the steel structure components, the section form and size information of the rods, and the node installation information (such as Bolt welds, etc.), processing feature information, and various material numbers in components, bolt specifications, hole diameters, sizes, groove forms, segmental positions of super-long and super-heavy components, and material list data information. the

步骤四、数控加工制造  Step 4, CNC machining and manufacturing

数控加工制造阶段,如图3d,其信息模型主要完成与上游详图深化设计阶段BIM模型输出的NC数据衔接,进而应用数控切割机等自动化设备进行构件放样,在零件校正、制孔、组装、检查、焊接与检验无误之后,进行自动套料排版,设定加工路径后切割成型,完成整个加工过程。  In the stage of CNC machining and manufacturing, as shown in Figure 3d, its information model mainly completes the connection with the NC data output from the BIM model in the upstream detailed design stage, and then uses automatic equipment such as CNC cutting machines to carry out component lofting. After the inspection, welding and inspection are correct, automatic nesting and typesetting are performed, and the processing path is set and then cut and formed to complete the entire processing process. the

该步骤主要应用的软件操作平台包括AutoCAD、FastCAM、Autonest等套料排版软件,产生的数据内容则包括排版套料信息、加工路径编码文件、加工清单文件、生产管制表等,主要依托于DWG/DXF、CNC、DSTV等数据格式。  The software operating platforms mainly used in this step include AutoCAD, FastCAM, Autonest and other nesting and layout software, and the data generated include nesting information, processing path code files, processing list files, production control tables, etc., mainly relying on DWG/ DXF, CNC, DSTV and other data formats. the

该阶段生成的排版套料信息包括实时动态统计排料数据、椭圆及样条曲线拟合数据、零件内、外轮廓几何数据、引入(出)线(弧)位置数据;加工路径编码文件主要包括加工顺序与机械设备运动轨迹信息、加工清单文件包括带零件简图的下料清单、项目工程量统计;加工清单文件则是指相关的各类报表(钢板切割清单、材质跟踪表、利用率汇总表、余料表、零件汇总表等)。  The typesetting nesting information generated at this stage includes real-time dynamic statistical nesting data, ellipse and spline curve fitting data, part internal and external contour geometric data, and incoming (outgoing) line (arc) position data; the processing path encoding file mainly includes Processing sequence and mechanical equipment movement trajectory information, processing list files include blanking lists with parts sketches, project engineering quantity statistics; processing list files refer to various related reports (steel plate cutting list, material tracking table, utilization rate summary table, remaining material table, parts summary table, etc.). the

模型库的数据传输系统如图4所示,在建筑设计、结构设计与计算分析、钢结构详图设计与数控加工制造四个阶段分别建立符合格式要求的模型库, 各模型库相互关联且可随修改实时更新。建筑专业随设计进展情况将概念设计阶段、初步设计阶段与深化设计阶段的模型实时上传于建筑三维信息模型库中,结构专业可随时从关联模型库中提取符合结构专业要求的相关文件并进行结构计算与分析,建筑专业可根据关联模型进行修改。同理,钢结构详图专业与数控加工制造厂家也可实时提取并反馈模型,从而达到模型的及时同步更新。  The data transmission system of the model library is shown in Figure 4. Model libraries that meet the format requirements are established in the four stages of architectural design, structural design and calculation analysis, steel structure detail design, and CNC manufacturing. Updates in real time as changes are made. Architectural majors upload the models of the conceptual design stage, preliminary design stage and detailed design stage to the building 3D information model library in real time according to the design progress. Calculation and analysis, the architectural profession can be modified according to the associated model. In the same way, steel structure detailing professional and CNC machining manufacturers can also extract and feed back the model in real time, so as to achieve timely and synchronous update of the model. the

依据本发明进行的建筑工程实例:某奥体中心游泳馆项目为单层大空间体育建筑,占地面积为12399.40平方米,观众坐席数为2562座,总建筑面积23062平方米,建筑高度29.6m,主体结构形式为钢筋混凝土框架结构,屋顶为钢结构空间桁架结构。  Construction engineering example carried out according to the present invention: a swimming pool project of an Olympic sports center is a single-story large-space sports building with an area of 12399.40 square meters, 2562 audience seats, a total construction area of 23062 square meters, and a building height of 29.6m , the main structure is a reinforced concrete frame structure, and the roof is a steel structure space truss structure. the

如图5、6,在建筑设计阶段,通过Rhino以及Revit软件平台建立建筑三维模型,将定位轴线、建筑轮廓,以及初步的结构构件定位尺寸、形状和角度等几何信息结合二维图纸传递给结构工程师。  As shown in Figures 5 and 6, in the architectural design stage, the 3D model of the building is established through the Rhino and Revit software platforms, and the geometric information such as the positioning axis, building outline, and preliminary structural component positioning dimensions, shapes, and angles are combined with 2D drawings to be transferred to the structure. engineer. the

如图7,在结构设计与分析阶段,主要基于相关的结构计算分析软件以及Revit Structure进行分析计算和结构建模,确定各个构件的定位关系、标高、构件的位置和截面形式以及总尺寸、分尺寸(线性尺寸、角度尺寸、截面半径尺寸)等必要尺寸。  As shown in Figure 7, in the stage of structural design and analysis, the analysis calculation and structural modeling are mainly based on the relevant structural calculation and analysis software and Revit Structure, and the positioning relationship, elevation, position and section form of each component, as well as the overall size and subsection are determined. Dimensions (linear dimensions, angular dimensions, section radius dimensions) and other necessary dimensions. the

如图8、9,在详图深化设计阶段,首先根据由Revit导出的IFC模型,应用Tekla Structure(XSteel)建立钢结构三维信息模型,直观而准确地确定各结构构件的空间位置关系和连接方式。同时,结合二维的节点详图,注明螺栓规格、孔径、大小、坡口形式、杆件截面形式和尺寸信息、节点安装信息(如螺栓焊缝等)、加工特征等,并在此基础上进行碰撞测试,及时有效地发现和纠正了设计问题。  As shown in Figures 8 and 9, in the detailed design stage, firstly, according to the IFC model exported by Revit, Tekla Structure (XSteel) is used to establish a three-dimensional steel structure information model, and the spatial position relationship and connection mode of each structural component can be determined intuitively and accurately . At the same time, combined with the two-dimensional node details, specify the bolt specifications, hole diameter, size, groove form, bar section form and size information, node installation information (such as bolt welds, etc.), processing features, etc., and based on this The collision test was carried out on the computer, and the design problems were found and corrected in a timely and effective manner. the

如图10、11,在数控加工制造阶段,钢结构公司根据Tekla的三维信息模型以及设计图纸标注的尺寸和加工制造的工艺要求将各面板及节点零件在计算机中进行数学放样,即通过数学计算得到准确的各展开点的坐标点数据,对各点进行光顺处理,得到形状误差较小的展开图形数据信息,生成钢结构构件的几何展开图和数控加工详图。再将其中发现的问题标注在模型及图纸中,并行上传至共享模型库,反馈给设计师,改进和完善设计方案。之后结合库存情况将所有的零件图形按板材厚度、材质等特性进行分类,应用FastCAM自动排版套料并设定加工路径,开始数控加工制造,进而完成装配施工。  As shown in Figures 10 and 11, in the stage of CNC machining and manufacturing, the steel structure company performs mathematical lofting of each panel and node parts in the computer according to the 3D information model of Tekla, the dimensions marked on the design drawings and the technological requirements of processing and manufacturing, that is, through mathematical calculations Accurate coordinate point data of each expansion point is obtained, each point is smoothed, and the expansion graphic data information with small shape error is obtained, and the geometric expansion diagram and CNC machining detailed diagram of the steel structure components are generated. Then mark the problems found in the model and drawings, upload them to the shared model library in parallel, and give feedback to the designer to improve and perfect the design plan. After that, all part graphics are classified according to the characteristics of plate thickness and material according to the inventory situation, and FastCAM is used to automatically typeset the nesting and set the processing path, start the CNC machining and manufacturing, and then complete the assembly construction. the

Claims (1)

1. be applied to the BIM method that steel building Digital manufacturing manufactures, it is characterized in that comprising the steps:
Step one, architectural design
The Elementary Architecture design phase, architect carries out conceptual design and Computerized three-dimensional modeling work according to every composite requests such as the environmental factor such as wind, light and building functions, while determining Elementary Architecture form, need to work in coordination with the structure model selection of determining to build with structure discipline, and adjust the moulding of three-dimensional model according to the feedback scheme of structure discipline; Carry out building function design modifying according to architectural image subsequently, set up building interior model, improve and work in coordination with other relevant specialities such as equipment the three-dimensional model carrying out crash tests; After test, draw building design and construction figure according to standard, and carry out drawing examination and file;
The Research on Interactive Problem between emphasis solution architectural discipline and structural design specialty is answered in this step, architectural discipline requires to optimize Form of Architecture by the structural form that computational analysis draws according to structure discipline, therebetween mainly rely on Revit, AutoCAD or Rhino three-dimensional information model and carry out data transmission, be aided with the two-dimentional drawing such as planimetric map and major profile figure, the data layout transmitted therebetween is mainly RVT, SAT and DWG;
This stage architectural discipline needs the data demand being supplied to structure discipline to be: geometric attribute information, comprise axis location size accurately, the space qualifications such as profile boundary alignment, curvature of curved surface of building, structure model selection and structural elements location dimension roughly, shape and component angle etc., and need clearly variable geometric condition and unmodifiable geometric condition; And non-geometric attribute information, comprise the relevant information such as building materials, live load;
Step 2, structural design and analysis
Structural design and analysis phase, the version of the design conditions determination building integral that structural design teacher proposes according to architect and load and cross section information, and set up structural computational model, carry out structural checking computation according to the dissimilar characteristic use structure analysis and calculation software of structure again, checking computations structural feedback is revised to architectural discipline and determines architectural image; Draw Steel Structural Design working drawing subsequently and pay downstream draft design unit and draw Construction of Steel Structure detail drawing, the two needs to work in coordination with for the aspect such as node type, processing technology of steel structural rod piece; After to the examination & verification of Construction of Steel Structure detail drawing, file of publishing picture;
In this step except with architectural discipline collaborative except, also answer the Research on Interactive Problem between emphasis solution structural design and draft design, therebetween mainly rely on Revit Structure, AutoCAD three-dimensional information model and carry out data transmission, be aided with the two-dimentional drawing such as leader, floor plan, bar element figure and attribute list, node coordinate table, node serial number figure and steel structure material table and typical node to illustrate, the data layout transmitted therebetween is mainly IFC, DWG/DXF;
The professional data demand being supplied to draft design specialty that needs of this stage structures is: geometric attribute information and constraint, comprise integrally-built axle net size; The annexation of structural elements and mutual alignment relation, comprise its position of positioning relation, absolute altitude, component and section form and size etc. accurately; And the location dimension of each structural elements (coordinate dimension), overall dimensions, point size (linear dimension, Angular Dimension, section radius size) necessary sized; And non-geometric attribute and constraint, comprise the restriction relation of structure function aspect, mainly refer to that the intensity of connecting elements illustrates and structure illustrates, and weldquality requires, the model of bolt and layout, weldering nail are arranged; The requirement of engineering aspect and constraint, the model specification as the trade mark of steel and quality grade, corresponding product standard, structural elements illustrates, the forming mode of steel beam column, installation requirement and coating specification;
Step 3, draft design
The draft design stage, after construction drawing design unit and installation unit tell somebody what one's real intentions are, draft design personnel submit the problem report book in drawing to, and according to the segmentation position of material, equipment requirement determination rod member and processing technology, and then carry out draft design, and work in coordination with clear and definite design of node scheme with construction drawing design side; Complete drawing and self-correcting after being audited by technique, feed back to the check and correction of construction drawing design side, examination & verification also revisions on drawings subsequently;
This step is mainly around building solid model, improving joint structure design, complete Construction of Steel Structure draft design, colliding the contents such as check to improve its information model, and this demands processes each rod member connected node, structure, processing and mounting process details; The software operating platform of main application comprises Tekla Structure, AutoCAD, StruCad, ProSteel, PKPM-STXT, Bocad etc., and the data data format of transfering between downstream is mainly DWG/DXF, NC data and EXCEL.
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