CN115587412A - Light wood structure wall frame modeling and calculating method based on Rhino Inside Revit - Google Patents
Light wood structure wall frame modeling and calculating method based on Rhino Inside Revit Download PDFInfo
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Abstract
Description
技术领域technical field
本发明属于建筑建模技术领域,尤其涉及一种基于Rhino Inside Revit的轻型木结构墙体框架建模及算量的方法。The invention belongs to the technical field of building modeling, and in particular relates to a method for modeling and calculating a light wood structure wall frame based on Rhino Inside Revit.
背景技术Background technique
轻型木结构是指用规格材及木基结构板材或石膏板制作的木构架墙体,楼板和屋盖系统构成的单层或多层建筑结构,相较于混凝土和钢结构,轻型木结构体系在节能保温、经济性、固碳减排、施工效率等方面具有一定的优势。轻型木结构墙体框架由规格材制作的顶梁板、底梁板、地梁板、通长墙骨柱、横撑等木构件通过钉连接结合而成。Light wood structure refers to a single-story or multi-storey building structure composed of wooden frame walls, floor slabs and roof systems made of standard timber and wood-based structural panels or gypsum boards. Compared with concrete and steel structures, light wood structure systems It has certain advantages in terms of energy saving and heat preservation, economy, carbon sequestration and emission reduction, and construction efficiency. The light-weight wood structure wall frame is composed of top beams, bottom beams, ground beams, full-length wall studs, cross braces and other wooden components made of standard timber through nail connection.
现有技术中,中国专利公开号CN114756935A公开了基于 Rhino.Inside.Revit的轻钢龙骨隔墙参数化建模方法及系统,方法中,配置参数化建模配套所需的参数化构件,配置轻钢龙骨中各参数化构件摆放方式所对应的参照平面;利用各类运算器对参照模型中所需生成轻钢龙骨隔墙的目标墙体进行数据拾取,得到所对应的天地龙骨、竖向龙骨、横向龙骨的布置点;按照参数化构件的参数化族的参照平面,赋予各布置点所对应的三维工作平面;调用参数化族,以进行天地龙骨、竖向龙骨及横向龙骨模型的建立。In the prior art, Chinese Patent Publication No. CN114756935A discloses a method and system for parametric modeling of light steel keel partition walls based on Rhino.Inside.Revit. In the method, parametric components required for parametric modeling are configured, and light The reference plane corresponding to the placement of each parameterized component in the steel keel; use various calculators to pick up the data of the target wall that needs to generate the light steel keel partition wall in the reference model, and obtain the corresponding sky and earth keel, vertical Layout points of keels and horizontal keels; according to the reference plane of the parametric family of parametric components, assign the corresponding three-dimensional work plane to each layout point; call the parametric family to establish the model of the heaven and earth keel, vertical keel and horizontal keel .
该现有技术的不足在于,该建模方法对象为轻钢龙骨隔墙,轻钢龙骨隔墙与轻型木结构的力学性能和应遵守的规范均不同,因此,该方案不能直接应用于创建轻型木结构墙体。具体为:由于钢材与木材的力学特性不同,我国规范上对于两种墙体框架的构造布置规定也大相径庭,这种区别不仅体现在同一位置构件的不同命名方式及截面形状上,也体现在洞口周围构造的加强方式上,例如轻钢龙骨隔墙在门窗洞口处需增加附加横竖龙骨,而轻型木结构墙体在门窗洞口处还要额外根据洞口尺寸增加门窗洞口过梁以及托柱等构件,现有技术针对轻钢龙骨隔墙规范开发的参数化建模方法并不能直接应用于创建轻型木结构墙体,二者不可一概而论。The disadvantage of this existing technology is that the object of this modeling method is a light steel keel partition wall, and the mechanical properties and the codes to be complied with of a light steel keel partition wall and a light wood structure are different. Therefore, this scheme cannot be directly applied to create a lightweight Wood structure wall. Specifically: due to the different mechanical properties of steel and wood, the structural layout of the two wall frames in my country's codes is also quite different. This difference is not only reflected in the different naming methods and cross-sectional shapes of the components at the same position, but also in the openings. In terms of the strengthening method of the surrounding structure, for example, the light steel keel partition wall needs to add additional horizontal and vertical keels at the door and window openings, and the light wood structure wall needs to add additional components such as door and window opening lintels and support columns at the door and window openings according to the size of the opening. The parametric modeling method developed in the prior art for the specification of light steel keel partition walls cannot be directly applied to create light wood structure walls, and the two cannot be generalized.
现有技术中还存在相关的轻型木结构建筑结构框架自动建模插件(具体为中国软件著作权““2018SR427576轻型木结构建筑结构框架自动建模插件V1.0”),该插件采用的可视化编程平台Dynamo 制作。该插件的不足在于:首先,使用该插件的门槛较高,不利于在建筑工程师中推广。具体为:对于建筑工程师而言,该平台较为陌生,使用该插件存在较高的门槛,需投入一定精力对Dynamo的基本操作进行学习。其次,该插件的使用灵活性较差。具体为:该插件主要输入端为结构设计参数,建模结果根据输入参数的改变而发生改变,不支持在Revit使用端通过“拖拽”命令实时的可视化修改调整建模结果,其软件使用的灵活性较差。In the prior art, there is also a related plug-in for automatic modeling of light-weight wooden building structure frame (specifically, China Software Copyright ""2018SR427576 Automatic Modeling Plug-in for Light-weight Wooden Building Structure Frame V1.0"). The visual programming platform used by this plug-in Produced by Dynamo. The disadvantages of this plug-in are: firstly, the threshold for using this plug-in is high, which is not conducive to popularization among construction engineers. Specifically: for construction engineers, the platform is relatively unfamiliar, and there is a high threshold for using this plug-in. It takes a certain amount of energy to learn the basic operations of Dynamo. Secondly, the flexibility of the plug-in is poor. Specifically: the main input of the plug-in is the structural design parameters, and the modeling results change according to the changes of the input parameters, which does not support On the Revit user side, the real-time visual modification and adjustment of the modeling results through the "drag and drop" command, the flexibility of the software is poor.
因此,现有轻型木结构墙体框架建模的方案存在使用门槛高及使用效果不佳的技术问题。Therefore, there are technical problems in the existing light-weight wood structure wall frame modeling scheme that the threshold for use is high and the use effect is not good.
发明内容Contents of the invention
(一)要解决的技术问题(1) Technical problems to be solved
基于此,本发明提供了一种基于Rhino Inside Revit的轻型木结构墙体框架建模的方法,以解决现有轻型木结构墙体框架建模的方案存在使用门槛高及使用效果不佳的技术问题。Based on this, the present invention provides a Rhino Inside Revit-based method for modeling a light-weight wooden wall frame to solve the problems of high threshold and poor effect in existing light-weight wooden wall frame modeling schemes question.
(二)技术方案(2) Technical solution
为解决上述技术问题,本发明提出了一种基于Rhino Inside Revit 的轻型木结构墙体框架建模的方法,包括如下步骤:响应于Rhino Inside Revit,将Rhino内置可视化编程插件Grasshopper集成到Revit 平台中,调用Load ComponentFamily运算器,将Revit本地存储的 SPF参数化构件族载入;所述基于Rhino Inside Revit的轻型木结构墙体框架建模的方法还包括如下步骤:In order to solve the above-mentioned technical problems, the present invention proposes a method for modeling a light wood structure wall frame based on Rhino Inside Revit, which includes the following steps: in response to Rhino Inside Revit, integrating Rhino's built-in visual programming plug-in Grasshopper into the Revit platform , calling the Load ComponentFamily operator to load the SPF parametric component family stored locally in Revit; the method for modeling a light wood wall frame based on Rhino Inside Revit also includes the following steps:
S1,墙体的拾取输入以及参数化构件的载入;S1, the picking input of the wall and the loading of parametric components;
S2,墙体轮廓线的获取及构件垂直与水平定位线的筛选分类;S2, acquisition of wall contour lines and screening and classification of vertical and horizontal positioning lines of components;
S3,依据规范对墙体洞口尺寸进行判定,生成对应根数的门窗洞口托柱;S3, judge the size of the opening of the wall according to the specification, and generate the corresponding number of support columns for the opening of the door and window;
S4,根据构件定位线及截面信息,完成轻型木结构墙体框架模型的建立。S4. Complete the establishment of the frame model of the light wood structure wall according to the component positioning line and section information.
本发明还提出了一种基于Rhino Inside Revit的轻型木结构墙体框架算量的方法,包括如上述的基于Rhino Inside Revit的轻型木结构墙体框架建模的方法,所述基于Rhino Inside Revit的轻型木结构墙体框架算量的方法还包括:S5,读取步骤S4中完成的轻型木结构墙体框架建筑信息模型,进行工程量统计。The present invention also proposes a method for calculating a light-weight wooden wall frame based on Rhino Inside Revit, including the above-mentioned method for modeling a light-weight wooden wall frame based on Rhino Inside Revit, and the Rhino Inside Revit-based The method for calculating the quantity of the light-weight wooden wall frame also includes: S5, reading the building information model of the light-weight wooden wall frame completed in step S4, and performing engineering quantity statistics.
(三)有益效果(3) Beneficial effects
与现有技术对比,本发明的基于Rhino Inside Revit的轻型木结构墙体框架建模及算量的方法具备如下优点:Compared with the prior art, the Rhino Inside Revit-based light wood structure wall frame modeling and calculation method of the present invention has the following advantages:
本发明将建筑工程师熟悉的Rhino及Grasshopper可视化编程平台集成到建筑信息模型软件平台Revit中,通过Grasshopper运算器的调用和组合,设计了一套适用于创建轻型木结构墙体框架BIM模型的快速建模及算量方法,使工程师摆脱重复且繁重的手工建模劳动,在项目前期快速得到较为准确的工程量数据,提高了轻型木结构墙体框架模型的设计建模效率且可快速得到较为准确的工程量数据,提高了项目的经济效益。The present invention integrates the Rhino and Grasshopper visual programming platforms familiar to construction engineers into the building information model software platform Revit, and designs a set of rapid construction methods suitable for creating light wood structure wall frame BIM models through the call and combination of Grasshopper calculators. Modeling and calculation methods enable engineers to get rid of repetitive and heavy manual modeling labor, and quickly obtain more accurate engineering quantity data in the early stage of the project, which improves the design and modeling efficiency of light wood structure wall frame models and can quickly obtain more accurate The engineering quantity data improves the economic benefit of the project.
附图说明Description of drawings
为了更清楚地说明本发明实施例的技术方案,下面将对实施例描述所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the following will briefly introduce the accompanying drawings that are required for the description of the embodiments. Obviously, the accompanying drawings in the following description are only some embodiments of the present invention. Those of ordinary skill in the art can also obtain other drawings based on these drawings without any creative effort.
图1-31均为本发明操作界面及结果示意图;其中:Figures 1-31 are schematic diagrams of the operation interface and results of the present invention; wherein:
图1为将Revit本地存储的SPF参数化构件族载入的示意图。Figure 1 is a schematic diagram of loading the SPF parameterized component family stored locally in Revit.
图2为设置轻型木结构墙体框信息的示意图一(龙骨柱间距)。Fig. 2 is a schematic diagram 1 (keel column spacing) for setting light wood structure wall frame information.
图3为设置轻型木结构墙体框信息的示意图二(有无地梁板)。Fig. 3 is a schematic diagram 2 of setting the frame information of the light wood structure wall (with or without ground beams).
图4为设置轻型木结构墙体框信息的示意图三(单层或双层顶梁板)。Fig. 4 is a schematic diagram three (single-layer or double-layer roof beam board) of setting the frame information of the light wood structure wall.
图5为通过Analyze Wall运算器构建顶梁板与底梁板的XY参照平面的方法示意图。Fig. 5 is a schematic diagram of a method for constructing the XY reference planes of the top beam slab and the bottom beam slab through the Analyze Wall calculator.
图6为构建的顶梁板与底梁板的XY参照平面的示意图。Fig. 6 is a schematic diagram of the XY reference plane of the constructed top beam slab and bottom beam slab.
图7求墙体中心线垂直工作平面与墙几何体相交线的操作图。Fig. 7 is an operation diagram for finding the intersection line between the vertical working plane of the center line of the wall and the wall geometry.
图8为筛选出轮廓线的操作示意图。Fig. 8 is a schematic diagram of the operation of filtering out contour lines.
图9为筛选出的筛选出轮廓线示意图。FIG. 9 is a schematic diagram of the filtered contour lines.
图10为使用Similarity运算器筛选边线的操作示意图。Fig. 10 is a schematic diagram of the operation of using the Similarity calculator to filter edges.
图11筛选出的边线示意图。Figure 11 Schematic diagram of the screened edges.
图12使用运算器将门窗洞口上水平边线的端点投影至墙体外框上边线的操作示意图。Fig. 12 is a schematic diagram of the operation of projecting the end point of the horizontal edge on the door and window opening to the upper edge of the wall outer frame by using the calculator.
图13为门窗洞口上水平边线的端点投影至墙体外框上边线的示意图。Fig. 13 is a schematic diagram of the projection of the end point of the horizontal edge on the door and window opening to the upper edge of the wall frame.
图14为通过运算器求得垂直方向上通长墙骨柱的定位线的操作示意图。Fig. 14 is a schematic diagram of the operation of obtaining the positioning line of the vertical wall stud column through the calculator.
图15为垂直方向上通长墙骨柱的定位线示意图。Fig. 15 is a schematic diagram of the positioning line of the through-length wall stud column in the vertical direction.
图16为生成窗洞口上下部短柱定位线,门洞口上部短柱定位线的操作示意图。Fig. 16 is a schematic diagram of the operation of generating the upper and lower short column positioning lines of the window opening and the upper short column positioning line of the door opening.
图17为生成的窗洞口上下部短柱定位线,门洞口上部短柱定位线示意图。Fig. 17 is a schematic diagram of the generated upper and lower short column positioning lines of the window opening and the upper short column positioning line of the door opening.
图18为筛选定位线的操作示意图。Fig. 18 is a schematic diagram of the operation of screening positioning lines.
图19为筛选的定位线示意图。Figure 19 is a schematic diagram of the screening positioning line.
图20获取门窗洞口托柱的单边定位点的示意图。Fig. 20 is a schematic diagram of obtaining a single-side positioning point of a door and window opening support post.
图21为门窗洞口托柱的单边定位点的示意图。Fig. 21 is a schematic diagram of a single-side positioning point of a door and window opening support post.
图22为获取门窗洞口托柱垂直定位线的示意图。Fig. 22 is a schematic diagram of obtaining the vertical positioning line of the support post of the door and window opening.
图23为门窗洞口托柱垂直定位线的示意图。Fig. 23 is a schematic diagram of the vertical positioning line of the door and window opening support column.
图24为创建完成的轻型木结构墙体框架完整定位线的示意图。Fig. 24 is a schematic diagram of the complete positioning line of the light wood structure wall frame created.
图25为使用Add Beam运算器将SPF参数化构件定位至定位线的操作图。Fig. 25 is an operation diagram of using the Add Beam calculator to position the SPF parameterized component to the positioning line.
图26为生成未经过横截面旋转角度矫正的轻型木结构墙体框架模型图。Fig. 26 is a frame model diagram of a light wood structure wall without correction of cross-section rotation angle.
图27为垂直构件的横截面旋转示意图。Fig. 27 is a schematic diagram of a cross-sectional rotation of a vertical member.
图28为水平构件的横截面旋转示意图。Fig. 28 is a schematic diagram of a cross-sectional rotation of a horizontal member.
图29为使用运算器进行轻型木结构墙体框架构件横截面旋转的操作示意图。Fig. 29 is a schematic diagram of the operation of rotating the cross-section of the frame member of the light wood structure wall by using the calculator.
图30为采用本发明的方法建立的轻型木结构墙体框架模型图。Fig. 30 is a frame model diagram of a light wood structure wall established by the method of the present invention.
图31为获得最终轻型木结构墙体框架工程量的操作示意图。Fig. 31 is a schematic diagram of the operation for obtaining the final engineering quantity of the light wood structure wall frame.
图32为本发明基于Rhino Inside Revit的轻型木结构墙体框架建模及算量方法的流程图。Fig. 32 is a flow chart of the modeling and calculation method of the light wood structure wall frame based on Rhino Inside Revit in the present invention.
具体实施方式detailed description
为使本发明的上述目的、特征和优点能够更加明显易懂,下面结合附图对本发明的具体实施方式做详细的说明。在下面的描述中阐述了很多具体细节以便于充分理解本发明。但是本发明能够以很多不同于在此描述的其它方式来实施,本领域技术人员可以在不违背本发明内涵的情况下做类似改进,因此本发明不受下面公开的具体实施的限制。In order to make the above objects, features and advantages of the present invention more comprehensible, specific implementations of the present invention will be described in detail below in conjunction with the accompanying drawings. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. However, the present invention can be implemented in many other ways different from those described here, and those skilled in the art can make similar improvements without departing from the connotation of the present invention, so the present invention is not limited by the specific implementations disclosed below.
下面结合附图1-32对本发明的基于Rhino Inside Revit的轻型木结构墙体框架建模及算量方法作进一步的说明。The Rhino Inside Revit-based light wood structure wall frame modeling and calculation method of the present invention will be further described below in conjunction with accompanying drawings 1-32.
请参附图32,本发明公开了一种基于Rhino Inside Revit的轻型木结构墙体框架建模的方法,包括如下步骤:响应于Rhino Inside Revit,将Rhino内置可视化编程插件Grasshopper集成到Revit平台中,调用Load Component Family运算器,将Revit本地存储的SPF 参数化构件族载入(如图1所示)。基于Rhino Inside Revit的轻型木结构墙体框架建模的方法还包括如下步骤:Please refer to FIG. 32 , the present invention discloses a method for modeling a light wood structure wall frame based on Rhino Inside Revit, which includes the following steps: responding to Rhino Inside Revit, integrating Rhino's built-in visual programming plug-in Grasshopper into the Revit platform , call the Load Component Family calculator to load the SPF parameterized component family stored locally in Revit (as shown in Figure 1). The modeling method of the light wood structure wall frame based on Rhino Inside Revit also includes the following steps:
S1,墙体的拾取输入以及参数化构件的载入。S1, the picking input of the wall and the loading of parametric components.
S2,墙体轮廓线的获取及构件垂直与水平定位线的筛选分类。S2. Acquisition of wall contour lines and screening and classification of vertical and horizontal positioning lines of components.
S3,依据规范对墙体洞口尺寸进行判定,生成对应根数的门窗洞口托柱。S3, determine the size of the opening in the wall according to the specification, and generate the corresponding number of support columns for the opening of the door and window.
S4,根据构件定位线及截面信息,完成所述轻型木结构墙体框架模型的建立。S4. Complete the establishment of the frame model of the light wood structure wall according to the component positioning line and section information.
根据本发明的具体实施方式,步骤S1的墙体的拾取输入以及参数化构件的载入的方法如下:According to a specific embodiment of the present invention, the method of picking and inputting the wall body and loading the parameterized components in step S1 is as follows:
使用Panel运算器输入轻型木结构墙体框信息。并使用Value Picker运算器将上述输入信息转化为选择面板(如图2-4所示)。Use the Panel component to enter the frame information of the light wood structure wall. And use the Value Picker calculator to convert the above input information into a selection panel (as shown in Figure 2-4).
调用几何分析与拾取运算器,实现墙体几何模型的拾取与几何信息的分析,构建出顶梁板与底梁板的XY参照平面(如图5-6所示),所述几何分析与拾取运算器包括:Wall运算器、Analyze Wall运算器和Analyze Wall Location Curve运算器。Call the geometric analysis and picking calculator to realize the picking of the geometric model of the wall and the analysis of the geometric information, and construct the XY reference plane of the top beam and bottom beam slab (as shown in Figure 5-6). The geometric analysis and picking The calculators include: Wall calculator, Analyze Wall calculator and Analyze Wall Location Curve calculator.
根据本发明的具体实施方式,步骤S2的墙体轮廓线的获取及构件垂直与水平定位线的筛选分类如下:According to a specific embodiment of the present invention, the acquisition of the wall contour line in step S2 and the screening and classification of the component vertical and horizontal positioning lines are as follows:
调用Element Geometry运算器将Revit中的墙体几何化为多面立方体,使用Brep|Brep运算器求得墙体中心线垂直工作平面与墙几何体的相交线(如图7所示)。Call the Element Geometry calculator to geometrically transform the wall in Revit into a multi-faceted cube, and use the Brep|Brep calculator to obtain the intersection line between the vertical working plane of the centerline of the wall and the wall geometry (as shown in Figure 7).
使用Curve Length运算器读取墙体轮廓线的长度,使用Sort List 运算器根据线的长度筛选出窗洞口轮廓线以及可能包含门轮廓的墙体外框轮廓线(如图8-9所示)。Use the Curve Length calculator to read the length of the outline of the wall, and use the Sort List calculator to filter out the outline of the window opening and the outline of the outer frame of the wall that may contain the outline of the door according to the length of the line (as shown in Figure 8-9) .
使用Similarity运算器根据水平线中点到底梁板工作平面的垂直距离筛选出墙体下边线、上边线、门洞口水平边线、窗洞口上下水平边线五种类型的水平线分别作为轻型木结构墙体顶梁板、地梁板、门洞口过梁、窗洞口过梁以及窗台梁的定位线(如图10-11所示)。Use the Similarity calculator to select five types of horizontal lines, namely, the lower edge of the wall, the upper edge, the horizontal edge of the door opening, and the upper and lower horizontal edges of the window opening according to the vertical distance between the midpoint of the horizontal line and the working plane of the bottom beam slab as the top beam of the light wood structure wall. Slabs, floor slabs, door opening lintels, window opening lintels and window sill beams (as shown in Figure 10-11).
使用Curve Cloest Point运算器将门窗洞口上水平边线的端点投影至墙体外框上边线,使用Shatter运算器进行分段,即筛选得到一段或多段其正投影与门窗洞口不重合的直线,同时将处理后的墙骨柱间距数据输入,通过Project运算器、Line运算器求得垂直方向上通长墙骨柱的定位线(如图12-15所示)Use the Curve Cloest Point calculator to project the end point of the horizontal edge of the door and window openings to the upper edge of the wall frame, and use the Shatter calculator to segment, that is, to filter out one or more straight lines whose orthographic projections do not coincide with the door and window openings. Input the processed stud column spacing data, and use the Project calculator and Line calculator to obtain the positioning line of the vertical stud column (as shown in Figure 12-15)
根据本发明的具体实施方式,步骤S3的依据规范对墙体洞口尺寸进行判定,生成对应根数的门窗洞口托柱的方法如下:According to a specific embodiment of the present invention, step S3 determines the size of the wall opening according to the specification, and the method for generating the corresponding number of door and window opening support columns is as follows:
使用Length运算器求得门窗洞口上水平边线的长度,将墙骨柱间距数据输入,使用Division运算器、Series运算器、Move运算器以及Mirror运算器得到门窗洞口短柱的定位点,使用Project运算器和Line运算器生成窗洞口上下部短柱定位线,门洞口上部短柱定位线(如图16-17所示)。Use the Length calculator to find the length of the horizontal edge on the door and window openings, input the stud column spacing data, use the Division calculator, Series calculator, Move calculator, and Mirror calculator to get the positioning points of the short columns of the door and window openings, and use the Project calculation The device and the Line calculator generate the upper and lower short column positioning lines of the window opening, and the upper short column positioning lines of the door opening (as shown in Figure 16-17).
使用包括Similarity运算器和Larger than在内的运算器对门窗洞口上水平边线的长度进行判定,结合与、或、非门运算器将长度位于(0,1500)、[1500,3000)、[3000,+∞)区间的定位线分别筛选出来(如图18-19所示)。Use operators including Similarity operators and Larger than to determine the length of the horizontal edge on the door and window openings, and combine with, or, and NOT operators to determine the length at (0, 1500), [1500, 3000), [3000 , +∞) interval positioning lines are screened out respectively (as shown in Figure 18-19).
使用Evaluate Curve运算器求取出定位线起点,依照各线段位于的区间对照步骤S1中所述规范的要求,以其端点为起点,使用SDL Line命令作出长度分别为1、2、3倍龙骨柱截面宽度的线段,并使用Divide Curve命令进行等分得到门窗洞口托柱的单边定位点(如图20-21所示)。Use the Evaluate Curve calculator to find the starting point of the positioning line. According to the requirements of the specifications described in step S1 according to the interval of each line segment, use the SDL Line command to make the section of the keel column whose length is 1, 2, and 3 times respectively. Width of the line segment, and use the Divide Curve command to equally divide to obtain the single-side anchor point of the door and window opening post (as shown in Figure 20-21).
调用Project运算器将上述各点投影至底梁板定位线的XY工作平面上,使用LineSDL命令以及镜像运算器得到符合步骤S1中所述规范对不同门窗洞口尺寸托柱根数要求的门窗洞口托柱垂直定位线(如图22-23所示)。Call the Project calculator to project the above points onto the XY working plane of the bottom beam slab positioning line, use the LineSDL command and the mirror calculator to obtain the door and window opening brackets that meet the requirements for the number of brackets of different door and window opening sizes in the specification described in step S1 The column is positioned vertically to the line (as shown in Figure 22-23).
根据本发明的具体实施方式,步骤S4的根据构件定位线及截面信息,完成所述轻型木结构墙体框架模型的建立的方法如下:According to a specific embodiment of the present invention, the method for completing the establishment of the light wood structure wall frame model according to the component positioning line and section information in step S4 is as follows:
调用EntWine运算器,将上述步骤得到的各类定位线汇总,使用 Explode Tree运算器依照布置SPF规格材族后需要旋转的角度划分为三类线定位线。Call the EntWine calculator to summarize all kinds of positioning lines obtained in the above steps, and use the Explode Tree calculator to divide them into three types of positioning lines according to the angles that need to be rotated after the SPF specification timber family is arranged.
第一类为需要旋转90°使规格材截面长边与XY平面平行的定位线,该类定位线包括:顶梁板、底梁板、横撑、窗台梁定位线。The first type is the positioning line that needs to be rotated 90° so that the long side of the gauge lumber section is parallel to the XY plane. This type of positioning line includes: top beam plate, bottom beam plate, cross brace, and window sill beam positioning line.
第二类为需旋转墙体中心线与X坐标夹角的定位线,该类定线包括:均属于垂直构件的托柱、通长墙骨柱、附加墙骨柱和短柱的定位线。The second type is the positioning line that needs to rotate the angle between the center line of the wall and the X coordinate. This type of positioning line includes: the positioning lines of support columns, full-length stud columns, additional stud columns and short columns that are all vertical components.
第三类为不需要旋转的门窗洞口过梁定位线。The third type is the lintel positioning line of the door and window openings that do not need to be rotated.
使用Add Beam运算器调取前期载入的SPF规格材族,根据定位线进行放置(如图24-26所示)。使用Element Parameter运算器针对不同的定位线旋转对应角度。Use the Add Beam calculator to retrieve the previously loaded SPF specification material family, and place it according to the positioning line (as shown in Figure 24-26). Use the Element Parameter component to rotate the corresponding angle for different positioning lines.
由于SPF规格材族放置时默认的旋转角度为0°,对于斜墙而言,托柱、通长墙骨柱、附加墙骨柱、短柱等垂直构件需将其根截面旋转一定的角度,才能符合规范的相关要求在符合规范要求,完成上述轻型木结构墙体框架模型的建立(如图27-30所示)。Since the default rotation angle is 0° when the SPF specification timber family is placed, for slanted walls, the vertical members such as support columns, full-length wall stud columns, additional wall stud columns, and short columns need to rotate their root sections by a certain angle. In order to meet the relevant requirements of the specification, the establishment of the frame model of the above-mentioned light wood structure wall (as shown in Figure 27-30) is completed after meeting the requirements of the specification.
根据本发明的具体实施方式,步骤S1中,所述轻型木结构墙体框信息包括:轻型木结构墙体框架所用木材的截面形状及尺寸信息、轻型木结构墙体框架中木材间距信息、轻型木结构墙体框架中是否为双层顶梁板梁板信息和轻型木结构墙体框架中有无地梁板信息。According to a specific embodiment of the present invention, in step S1, the light-weight wooden wall frame information includes: cross-sectional shape and size information of wood used in the light-weight wooden wall frame, timber spacing information in the light-weight wooden wall frame, light-weight Information on whether there are double-layer roof beams and slabs in the wooden wall frame and information on whether there is a ground beam in the light wood wall frame.
根据本发明的具体实施方式,步骤S1中,所述轻型木结构墙体框架模型符合现行规范要求。According to a specific embodiment of the present invention, in step S1, the frame model of the light-weight wooden structure wall conforms to the requirements of the current code.
更具体地,所述轻型木结构墙体框架应符合现行4J924《轻型木结构建筑图集》的规范要求。More specifically, the light wood structure wall frame should meet the current specification requirements of 4J924 "Atlas of Light Wood Structure Buildings".
本发明还公开了一种基于Rhino Inside Revit的轻型木结构墙体框架算量的方法,包括如上述的基于Rhino Inside Revit的轻型木结构墙体框架建模的方法,所述基于Rhino Inside Revit的轻型木结构墙体框架算量的方法还包括:S5,读取步骤S4中完成的轻型木结构墙体框架建筑信息模型,进行工程量统计。The present invention also discloses a method for calculating the frame of a light-weight wooden structure wall based on Rhino Inside Revit, including the above-mentioned method for modeling a light-weight wooden structure wall frame based on Rhino Inside Revit, and the method based on Rhino Inside Revit The method for calculating the quantity of the light-weight wooden wall frame also includes: S5, reading the building information model of the light-weight wooden wall frame completed in step S4, and performing engineering quantity statistics.
所述读取步骤S4中完成的轻型木结构墙体框架建筑信息模型,进行工程量统计的方法如下:The light wood structure wall frame building information model completed in the reading step S4, the method for engineering quantity statistics is as follows:
调用Types Filter运算器同时输入SPF规格材族名称,将输出结果输入QueryElements运算器获取Revit中已建立的全部轻型木结构墙体框架模型。Call the Types Filter calculator and input the name of the SPF specification timber family at the same time, and input the output result into the QueryElements calculator to obtain all the light wood structure wall frame models that have been established in Revit.
使用Element Geometry运算器将BIM模型转换为三维模型,使用Volume命令统计出每根构件的体积。Use the Element Geometry calculator to convert the BIM model into a 3D model, and use the Volume command to calculate the volume of each component.
使用Mass Addition命令逐项累加得到轻型木结构墙体框架总体积。Use the Mass Addition command to add up item by item to obtain the total volume of the light wood structure wall frame.
最后使用Concatenate命令添加m3单位,得到最终轻型木结构墙体框架工程量的输出结果(如图31所示)。Finally, use the Concatenate command to add the m 3 unit to obtain the output result of the final light wood wall frame engineering quantity (as shown in Figure 31).
本发明的基于Rhino Inside Revit的轻型木结构墙体框架建模及算量方法,其总体策略就是利用Rhino Inside Revit工具,将建筑工程师常用的三维建模软件Rhino及其Grasshopper可视化编程插件集成到建筑信息模型建模软件Revit中,调用Grasshopper中各类输入、判定、变动及生成运算器,设计了一套自动建模方法,并在模型自动创建完成后基于同一平台追加一套独立的算量方法,识别模型中所有的轻型木结构墙体框架并计算其总体积,实现轻型木结构墙体建筑信息模型的快速建模和算量。The overall strategy of the light wood structure wall frame modeling and calculation method based on Rhino Inside Revit of the present invention is to use the Rhino Inside Revit tool to integrate the three-dimensional modeling software Rhino and its Grasshopper visual programming plug-in commonly used by construction engineers into the building. In the information model modeling software Revit, call various input, judgment, change and generation calculators in Grasshopper, design a set of automatic modeling methods, and add a set of independent calculation methods based on the same platform after the model is automatically created , identify all light wood structure wall frames in the model and calculate their total volume, and realize rapid modeling and calculation of light wood structure wall building information model.
本发明的目的就是基于Rhino Inside Revit工具,将建筑工程师熟悉的Rhino及Grasshopper可视化编程平台集成到建筑信息模型软件平台Revit中,通过Grasshopper运算器的调用和组合,设计了一套适用于创建轻型木结构墙体框架BIM模型的快速建模及算量方法,使工程师摆脱重复且繁重的手工建模劳动,在项目前期快速得到较为准确的工程量数据,提高设计效率与并在一定程度上提高项目的经济效益。The purpose of the present invention is based on the Rhino Inside Revit tool, integrates the Rhino and Grasshopper visual programming platform familiar to construction engineers into the building information model software platform Revit, and designs a set of light-weight wooden modules through the calling and combination of Grasshopper calculators. The rapid modeling and calculation method of the BIM model of the structural wall frame enables engineers to get rid of repetitive and heavy manual modeling labor, and quickly obtains more accurate engineering quantity data in the early stage of the project, improving design efficiency and improving the project to a certain extent. economic benefits.
与现有技术相比,本发明的基于Rhino Inside Revit的轻型木结构墙体框架建模及算量方法的有益效果如下:Compared with the prior art, the beneficial effects of the Rhino Inside Revit-based light wood wall frame modeling and calculation method of the present invention are as follows:
其一,本发明重点针对目前轻型木结构墙体而的相关规范进行开发,实现了轻型木结构墙体建筑信息模型的快速建模与算量,解放了建筑工程师的双手,避免了重复的手工建模劳动,提高了设计效率。First, the present invention focuses on the development of the relevant specifications for the current light wood structure wall, and realizes the rapid modeling and calculation of the building information model of the light wood structure wall, frees the hands of the construction engineer, and avoids repeated manual work. Modeling labor, improve the design efficiency.
其二,本发明是基于建筑工程师熟悉的Rhino及其Grasshopper 可视化编程程序提出,相较于现有技术而言,该方法对于建筑工程师而言更易掌握,学习门槛操作容易上手,利于在建筑师中推广。Second, the present invention proposes based on Rhino and its Grasshopper visual programming program familiar to construction engineers. Compared with the prior art, this method is easier to grasp for construction engineers, and the learning threshold operation is easy to use, which is beneficial to architects. promote.
其三,本发明针对建筑工程师进行轻型木结构墙体框架进行建模的目的,额外提出了一套自动算量方法,使得建筑工程师能不借助 Revit中的明细表功能,更直接获取到轻型木结构框架的工程量,减少了不必要的手工操作环节,提高了设计效率。采用本发明的基于 Rhino Inside Revit的轻型木结构墙体框架的算量方法,可实现自动算量,算量精准且速度快。Third, the present invention aims at building engineers to model the light wood structure wall frame, and additionally proposes a set of automatic calculation methods, so that the building engineer can more directly obtain the weight of the light wood structure without using the schedule function in Revit. The engineering quantity of the structural frame reduces unnecessary manual operations and improves the design efficiency. By adopting the calculation method of the light wood structure wall frame based on Rhino Inside Revit of the present invention, automatic calculation can be realized, and the calculation is accurate and fast.
其四,是由于本发明是基于Rhino Inside Revit提出,响应于Rhino InsideRevit将Rhino内置可视化编程插件Grasshopper集成到Revit 平台中,本发明相较于现有的轻型木结构自动建模插件而言,具有可视化和实时更新特点,即当Revit中墙体模型被拖拽修改时,自动生成的轻型木结构框架也将实时发生修改,而这一过程是三维可视化的。相较于现有的自动建模插件而言,本发明实时更新显示的特点更有助于提高建筑工程师修改模型的效率和精确度。Fourth, because the present invention is proposed based on Rhino Inside Revit, in response to Rhino InsideRevit integrating Rhino's built-in visual programming plug-in Grasshopper into the Revit platform, the present invention has the advantages of Visualization and real-time update features, that is, when the wall model in Revit is dragged and modified, the automatically generated light wood frame will also be modified in real time, and this process is 3D visualized. Compared with the existing automatic modeling plug-in, the real-time update and display feature of the present invention is more helpful to improve the efficiency and accuracy of construction engineers modifying models.
上述方法可以作为软件程序或者计算机指令在非暂态计算机可读存储介质中执行或者在带有存储器和处理器的其它系统中执行,且其计算程序简单且运行快速。在本发明各个步骤和实施例中的各功能单元可以集成在一个处理单元中,也可以是各个单元单独物理存在,也可以两个或两个以上单元集成在一个单元中。上述集成的单元既可以采用硬件的形式实现,也可以采用硬件加软件功能单元的形式实现。上述以软件功能单元的形式实现的集成的单元,可以存储在一个计算机可读取存储介质中。上述软件功能单元存储在一个存储介质中,包括若干指令用以使得一台计算机设备(可以是个人计算机,服务器,或者网络设备等)或处理器(processor)执行本发明各个实施例所述方法的部分步骤。而前述的存储介质包括:U盘、移动硬盘、只读存储器(Read-Only Memory,ROM)、随机存取存储器(Random Access Memory,RAM)、磁碟或者光盘等各种可以存储程序代码的介质。The above method can be implemented as a software program or computer instruction in a non-transitory computer-readable storage medium or in other systems with a memory and a processor, and its calculation program is simple and fast. Each functional unit in each step and embodiment of the present invention may be integrated into one processing unit, each unit may exist separately physically, or two or more units may be integrated into one unit. The above-mentioned integrated units can be implemented in the form of hardware, or in the form of hardware plus software functional units. The above-mentioned integrated units implemented in the form of software functional units may be stored in a computer-readable storage medium. The above-mentioned software functional units are stored in a storage medium, and include several instructions to make a computer device (which may be a personal computer, server, or network device, etc.) or a processor (processor) execute the methods described in various embodiments of the present invention. partial steps. The aforementioned storage medium includes: U disk, mobile hard disk, read-only memory (Read-Only Memory, ROM), random access memory (Random Access Memory, RAM), magnetic disk or optical disk and other various media that can store program codes. .
最后说明的是:以上实施例仅用以说明本发明的技术方案,而非对其限制;尽管参照前述实施例对本发明进行了详细的说明,本领域的普通技术人员应当理解:其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换;而这些修改或者替换,并不使相应技术方案的本质脱离本发明各实施例技术方案的精神和范围。Finally, it is noted that the above embodiments are only used to illustrate the technical solutions of the present invention, rather than limiting them; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: it still can The technical solutions described in the foregoing embodiments are modified, or some of the technical features are replaced equivalently; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit and scope of the technical solutions of the various embodiments of the present invention.
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