CN109684737B - Method, system device and readable storage medium for generating reinforcing bar model in component model - Google Patents

Method, system device and readable storage medium for generating reinforcing bar model in component model Download PDF

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CN109684737B
CN109684737B CN201811603095.0A CN201811603095A CN109684737B CN 109684737 B CN109684737 B CN 109684737B CN 201811603095 A CN201811603095 A CN 201811603095A CN 109684737 B CN109684737 B CN 109684737B
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俞大有
张友三
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Zhongmin Zhuyou Technology Investment Co ltd
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Abstract

本申请公开了一种构件模型内钢筋模型生成方法、系统装置及计算机可读存储介质,应用于装配式建筑领域,包括:获取目标构件的目标构件模型;利用目标构件模型,从中获取目标构件的属性信息;利用目标构件的属性信息和预设的目标钢筋布置标准,在目标构件模型内生成相应的钢筋模型;本申请从目标构件模型中,获取目标构件的属性信息,利用目标构件模型中的属性信息和目标标准映射关系,匹配到与目标构件对应的目标钢筋布置标准,最后利用目标构件的属性信息和预设的目标钢筋布置标准,自动生成目标构件内的钢筋,无需人工手动生成,提高了构件中钢筋生成效率。

Figure 201811603095

The application discloses a method for generating a steel bar model in a component model, a system device, and a computer-readable storage medium, which are applied in the field of prefabricated buildings, including: obtaining the target component model of the target component; using the target component model to obtain the target component Attribute information; use the attribute information of the target component and the preset target reinforcement layout standard to generate the corresponding reinforcement model in the target component model; this application obtains the attribute information of the target component from the target component model, and uses the target component model. The mapping relationship between the attribute information and the target standard matches the target reinforcement layout standard corresponding to the target component, and finally uses the attribute information of the target component and the preset target reinforcement layout standard to automatically generate the reinforcement in the target component without manual generation, improving The generation efficiency of reinforcement in the component is improved.

Figure 201811603095

Description

构件模型内钢筋模型生成方法、系统装置及可读存储介质Method, system device and readable storage medium for generating reinforcement model in component model

技术领域technical field

本发明涉及装配式建筑领域,特别涉及一种构件模型内钢筋模型生成方法、系统装置及计算机可读存储介质。The invention relates to the field of prefabricated buildings, in particular to a method for generating a reinforcement model in a component model, a system device and a computer-readable storage medium.

背景技术Background technique

装配式构件在生产线制造时,需要将与其对应的钢筋内置到构件中去,然后连同构件一并浇筑,因此设计构件工艺图时,需要将构件内的钢筋一并设置进去,对应不同构件的类型,钢筋有不同的种类,至少为重筋/面筋、水平筋/网片筋、加强筋、箍筋/拉筋,钢筋在建筑中的使用量很大。When the fabricated components are manufactured in the production line, the corresponding steel bars need to be built into the components, and then poured together with the components. Therefore, when designing the component process drawings, it is necessary to set the steel bars in the components together, corresponding to different types of components. , There are different types of steel bars, at least heavy bars/gluten bars, horizontal bars/mesh bars, reinforcement bars, stirrup bars/tension bars, and steel bars are used in a large amount in construction.

现有设计构件BIM图时,需要人为凭借经验去设置构件中内置的钢筋,由于钢筋的类型不一且数量很多,工作量较大,且容易出错。When designing component BIM drawings, it is necessary to manually set the built-in steel bars in the component based on experience. Since the types of steel bars are different and the number is large, the workload is large and error-prone.

因此,需要一种能够高效在构件内生成钢筋的方法。Therefore, there is a need for a method for efficiently generating reinforcement within components.

发明内容Contents of the invention

有鉴于此,本发明的目的在于提供一种构件模型内钢筋模型生成方法、系统装置及计算机可读存储介质,提高钢筋生成效率。其具体方案如下:In view of this, the object of the present invention is to provide a method for generating a reinforcement model in a component model, a system device and a computer-readable storage medium, so as to improve the efficiency of reinforcement generation. The specific plan is as follows:

一种构件模型内钢筋模型生成方法,应用于装配式建筑领域,包括:A method for generating a reinforcement model in a component model, applied to the field of prefabricated buildings, including:

获取目标构件的目标构件模型;Obtain the target component model of the target component;

利用所述目标构件模型,从中获取所述目标构件的属性信息;using the target component model to obtain attribute information of the target component;

利用所述目标构件的属性信息和相应的目标标准映射关系,匹配与所述目标构件对应的目标钢筋布置标准;matching the target reinforcement arrangement standard corresponding to the target component by using the attribute information of the target component and the corresponding target standard mapping relationship;

利用所述目标构件的属性信息和所述目标钢筋布置标准,在所述目标构件模型内生成相应的钢筋模型;generating a corresponding reinforcement model in the target component model by using the attribute information of the target component and the target reinforcement arrangement standard;

其中,预先建立所述目标构件的属性信息与所述目标钢筋布置标准的映射关系,得到所述目标标准映射关系;所述目标钢筋布置标准为预设的标准。Wherein, the mapping relationship between the attribute information of the target component and the target reinforcement arrangement standard is established in advance to obtain the target standard mapping relationship; the target reinforcement arrangement standard is a preset standard.

可选的,所述利用所述目标构件的属性信息和目标钢筋布置标准,在所述目标构件模型内生成相应的钢筋模型的过程,包括:Optionally, the process of using the attribute information of the target component and the target reinforcement layout standard to generate a corresponding reinforcement model in the target component model includes:

利用所述目标构件的属性信息,得到所述目标构件的类型信息和尺寸信息;Obtaining type information and size information of the target component by using the attribute information of the target component;

利用所述类型信息和所述目标钢筋布置标准,确定所述目标构件的基准面;determining a datum plane of the target component by using the type information and the target reinforcement arrangement standard;

利用所述基准面和所述目标钢筋布置标准,得到钢筋铺设方向;Obtaining the laying direction of reinforcement by using the reference plane and the target reinforcement arrangement standard;

利用所述钢筋铺设方向、所述基准面、所述目标钢筋布置标准和所述尺寸信息,在所述目标构件模型内生成相应的钢筋模型。A corresponding reinforcement model is generated in the target component model by using the reinforcement laying direction, the reference plane, the target reinforcement arrangement standard and the size information.

可选的,所述利用所述钢筋铺设方向、所述基准面、所述目标钢筋布置标准和所述尺寸信息,在所述目标构件模型内生成相应的钢筋模型的过程,包括:Optionally, the process of generating a corresponding reinforcement model in the target component model by using the reinforcement laying direction, the reference plane, the target reinforcement layout standard and the size information includes:

利用所述目标钢筋布置标准,去除所述尺寸信息中的所述目标构件的保护层,得到所述目标构件的铺设尺寸信息;Using the target reinforcement layout standard, removing the protective layer of the target component in the size information to obtain the laying size information of the target component;

利用所述铺设尺寸信息、所述钢筋铺设方向、所述目标钢筋布置标准和所述基准面,在所述目标构件模型内生成相应的钢筋模型。A corresponding reinforcement model is generated in the target component model by using the laying size information, the laying direction of the reinforcement, the target reinforcement arrangement standard and the reference plane.

可选的,所述利用所述铺设尺寸信息、所述钢筋铺设方向、所述目标钢筋布置标准、所述目标钢筋布置标准和所述基准面,在所述目标构件模型内生成相应的钢筋模型的过程,包括:Optionally, generating a corresponding reinforcement model in the target member model by using the laying size information, the laying direction of the reinforcement, the target reinforcement layout standard, the target reinforcement layout standard and the reference plane process, including:

利用所述基准面、所述铺设尺寸信息和预设的受力筋设置间距,得到受力筋的钢筋落脚点信息;Using the datum plane, the laying size information and the preset distance between the stressed tendons to obtain the reinforcement foothold information of the stressed tendons;

利用所述铺设尺寸信息、所述钢筋铺设方向和预设的受力筋尺寸规则,得到受力筋的钢筋尺寸信息;Using the laying size information, the laying direction of the reinforcing bars and the preset stressing bar size rules to obtain the reinforcing bar size information of the stressed bars;

利用所述钢筋落脚点信息和所述钢筋尺寸信息,在所述目标构件模型内生成相应的钢筋模型。A corresponding reinforcement model is generated in the target component model by using the reinforcement foothold information and the reinforcement size information.

可选的,所述在所述目标构件模型内生成相应的钢筋模型之后,还包括:Optionally, after generating the corresponding reinforcement model in the target member model, it further includes:

从预先存储的工程设计图中,获取与所述目标构件相连的相邻构件的属性信息;Obtaining attribute information of adjacent components connected to the target component from a pre-stored engineering design drawing;

利用相邻构件的属性信息对所述目标构件内的钢筋的所述钢筋尺寸信息进行修正,得到所述目标构件内的钢筋的修正钢筋尺寸信息;Correcting the steel bar size information of the steel bars in the target component by using the attribute information of the adjacent components to obtain the corrected steel bar size information of the steel bars in the target component;

利用所述修正钢筋尺寸信息和所述钢筋落脚点信息,在所述目标构件模型内生成相应的钢筋模型。A corresponding reinforcement model is generated in the target component model by using the corrected reinforcement size information and the reinforcement foothold information.

可选的,还包括:Optionally, also include:

对所述目标构件内的钢筋进行编号、分类和命名,得到所述目标构件的钢筋信息;Numbering, classifying and naming the reinforcing bars in the target component to obtain the reinforcing bar information of the target component;

将所述钢筋信息保存至所述目标构件的属性信息中。Save the reinforcement information to the attribute information of the target component.

可选的,还包括:Optionally, also include:

将所述钢筋信息存储至钢筋信息数据库,以供查询。The steel bar information is stored in a steel bar information database for query.

本发明还公开了一种构件模型内钢筋模型生成系统,应用于装配式建筑领域,包括:The invention also discloses a reinforcement model generation system in a component model, which is applied to the field of prefabricated buildings, including:

模型获取模块,用于获取目标构件的目标构件模型;A model acquisition module, configured to acquire the target component model of the target component;

构件属性获取模块,用于利用所述目标构件模型,从中获取所述目标构件的属性信息;a component attribute acquisition module, configured to use the target component model to acquire attribute information of the target component;

标准匹配模块,用于利用所述目标构件的属性信息和相应的目标标准映射关系,匹配与所述目标构件对应的目标钢筋布置标准;A standard matching module, configured to use the attribute information of the target component and the corresponding target standard mapping relationship to match the target reinforcement arrangement standard corresponding to the target component;

钢筋生成模块,用于利用所述目标构件的属性信息和所述目标钢筋布置标准,在所述目标构件模型内生成相应的钢筋模型;A reinforcing bar generating module, configured to generate a corresponding reinforcing bar model in the target component model by using the attribute information of the target component and the target reinforcing bar layout standard;

其中,预先建立所述目标构件的属性信息与所述目标钢筋布置标准的映射关系,得到所述目标标准映射关系;所述目标钢筋布置标准为预设的标准。Wherein, the mapping relationship between the attribute information of the target component and the target reinforcement arrangement standard is established in advance to obtain the target standard mapping relationship; the target reinforcement arrangement standard is a preset standard.

本发明还公开了一种构件内钢筋生成装置,应用于装配式建筑领域,包括:The invention also discloses a device for generating steel bars in components, which is applied to the field of prefabricated buildings, including:

存储器,用于存储计算机程序;memory for storing computer programs;

处理器,用于执行所述计算机程序以实现如前述的构件模型内钢筋模型生成方法。A processor, configured to execute the computer program to implement the aforementioned method for generating a reinforcement model within a component model.

本发明还公开了一种计算机可读存储介质,应用于装配式建筑领域,所述计算机可读存储介质上存储有计算机程序,所述计算机程序被处理器执行时实现如前述的构件模型内钢筋模型生成方法。The present invention also discloses a computer-readable storage medium, which is applied in the field of prefabricated buildings. The computer-readable storage medium stores a computer program, and when the computer program is executed by a processor, it realizes the aforementioned internal reinforcement of the component model. Model generation method.

本发明中,构件模型内钢筋模型生成方法,应用于装配式建筑领域,包括:获取目标构件的目标构件模型;利用目标构件模型,从中获取目标构件的属性信息;利用目标构件的属性信息和相应的目标标准映射关系,匹配与目标构件对应的目标钢筋布置标准;利用目标构件的属性信息和目标钢筋布置标准,在目标构件模型内生成相应的钢筋模型;其中,预先建立目标构件的属性信息与目标钢筋布置标准的映射关系,得到目标标准映射关系;目标钢筋布置标准为预设的标准。In the present invention, the reinforcement model generation method in the component model is applied to the field of prefabricated buildings, including: obtaining the target component model of the target component; using the target component model to obtain the attribute information of the target component; using the attribute information of the target component and corresponding The target standard mapping relationship of the target component matches the target reinforcement layout standard corresponding to the target component; using the attribute information of the target component and the target reinforcement layout standard, the corresponding reinforcement model is generated in the target component model; among them, the attribute information of the target component and the target component are pre-established. The mapping relationship of the target reinforcement arrangement standard is used to obtain the target standard mapping relationship; the target reinforcement arrangement standard is a preset standard.

本发明从目标构件模型中,获取目标构件的属性信息,利用目标构件模型中的属性信息和目标标准映射关系,匹配到与目标构件对应的目标钢筋布置标准,最后利用目标构件的属性信息和预设的目标钢筋布置标准,自动生成目标构件模型内的钢筋模型,无需人工手动生成,提高了构件中钢筋生成效率。The present invention obtains the attribute information of the target component from the target component model, uses the attribute information in the target component model and the target standard mapping relationship to match the target reinforcement layout standard corresponding to the target component, and finally uses the attribute information of the target component and the preset The target reinforcement layout standard is set, and the reinforcement model in the target component model is automatically generated without manual generation, which improves the generation efficiency of reinforcement in components.

附图说明Description of drawings

为了更清楚地说明本发明实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中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,还可以根据提供的附图获得其他的附图。In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the following will briefly introduce the drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description are only It is an embodiment of the present invention, and those skilled in the art can also obtain other drawings according to the provided drawings without creative work.

图1为本发明实施例公开的一种构件模型内钢筋模型生成方法流程示意图;Fig. 1 is a schematic flow chart of a method for generating a steel bar model in a component model disclosed in an embodiment of the present invention;

图2为本发明实施例公开的一种保护层示意图;Fig. 2 is a schematic diagram of a protective layer disclosed in an embodiment of the present invention;

图3为本发明实施例公开的一种钢筋落脚点示意图;Fig. 3 is a schematic diagram of a reinforcing bar foothold disclosed in an embodiment of the present invention;

图4为本发明实施例公开的一种构件模型内钢筋模型生成系统结构示意图。Fig. 4 is a schematic structural diagram of a reinforcement model generation system in a component model disclosed by an embodiment 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,对本发明实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明一部分实施例,而不是全部的实施例。基于本发明中的实施例,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 following will clearly and completely describe the technical solutions in the embodiments of the present invention with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only some, not all, embodiments of the present invention. Based on the embodiments of the present invention, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

本发明实施例公开了一种构件模型内钢筋模型生成方法,参见图1所示,应用于装配式建筑领域,该方法包括:The embodiment of the present invention discloses a method for generating a reinforcement model in a component model, as shown in FIG. 1 , which is applied to the field of prefabricated buildings. The method includes:

S1:获取目标构件的目标构件模型。S1: Obtain the target component model of the target component.

具体的,预先存储有待生成钢筋的各构件的模型,各构件的模型可以为BIM模型,构件模型中存储有该构件的属性信息,属性信息可以包括构件的名称信息、类型信息和/或尺寸信息等等构件的相关信息,为此,在对目标构件生成钢筋前,获取目标构件的目标构件模型,其中,目标构件的选定可以由用户通过输入设备进行选取。Specifically, pre-store the model of each component to be generated steel bar, the model of each component can be a BIM model, the attribute information of the component is stored in the component model, and the attribute information can include the name information, type information and/or size information of the component For this purpose, before generating reinforcement for the target component, the target component model of the target component is obtained, wherein the selection of the target component can be selected by the user through the input device.

S2:利用目标构件模型,从中获取目标构件的属性信息。S2: Use the target component model to obtain attribute information of the target component.

具体的,从目标构件模型中获取目标构件的属性信息,利用目标构件的属性信息中目标构件的诸如类型信息和尺寸信息等目标构件的相关信息,以供后续生成相应的钢筋。Specifically, the attribute information of the target component is obtained from the target component model, and relevant information of the target component such as type information and size information of the target component in the attribute information of the target component is used for subsequent generation of corresponding reinforcement.

S3:利用目标构件的属性信息和相应的目标标准映射关系,匹配与目标构件对应的目标钢筋布置标准。S3: Using the attribute information of the target component and the corresponding target standard mapping relationship, match the target reinforcement layout standard corresponding to the target component.

具体的,为实现自动化生成钢筋,用户预先设置不同构件对应的钢筋布置标准,得到包括所有构件的钢筋布置标准的钢筋布置标准集,为从中选取出与目标构件对应的目标钢筋布置标准,利用目标构件的属性信息建立与目标钢筋布置标准的映射关系,得到目标标准映射关系,当得到目标构件的属性信息后,便可利用预先建立的目标标准映射关系,在钢筋布置标准集中匹配到目标钢筋布置标准。Specifically, in order to realize the automatic generation of steel bars, the user presets the steel bar layout standards corresponding to different components, and obtains the steel bar layout standard set including the steel bar layout standards of all components, in order to select the target steel bar layout standard corresponding to the target component, using the Establish the mapping relationship between the attribute information of the component and the target reinforcement layout standard, and obtain the target standard mapping relationship. After obtaining the attribute information of the target component, you can use the pre-established target standard mapping relationship to match the target reinforcement layout in the reinforcement layout standard set standard.

其中,每个构件均会建立与各自对应的钢筋布置标准的标准映射关系,所有构件的标准映射关系可以存储在一个映射关系表中,当获取到构件的属性信息后,便会依据构件的属性信息在映射关系表中查找相应的标准映射关系,再利用标准映射关系从钢筋布置标准集中匹配到相应的钢筋布置标准;钢筋布置标准为用户预先生成的钢筋标准,其中记录了何种构件类型所使用的钢筋类型和钢筋如何分布等等钢筋布置所需的规则,因此,利用目标钢筋布置标准配合,目标构件的属性信息便可自动生成目标构件内的钢筋。Among them, each component will establish a standard mapping relationship with its corresponding steel bar layout standard. The standard mapping relationship of all components can be stored in a mapping relationship table. Find the corresponding standard mapping relationship in the mapping relationship table, and then use the standard mapping relationship to match from the steel bar layout standard set to the corresponding steel bar layout standard; The type of reinforcement used and how the reinforcement is distributed are the rules required for reinforcement layout. Therefore, using the target reinforcement layout standard fit, the attribute information of the target component can automatically generate the reinforcement in the target component.

进一步的,可以利用目标构件的属性信息中的类型信息,从映射关系表中查找到与目标构件对应的目标标准映射关系,再利用目标标准映射关系和目标构件的属性信息,Further, the type information in the attribute information of the target component can be used to find the target standard mapping relationship corresponding to the target component from the mapping relationship table, and then use the target standard mapping relationship and the attribute information of the target component,

S4:利用目标构件的属性信息和目标钢筋布置标准,在目标构件模型内生成相应的钢筋模型。S4: Using the attribute information of the target component and the target reinforcement layout standard, generate a corresponding reinforcement model in the target component model.

具体的,利用目标构件的属性信息和预设的目标钢筋布置标准,能够确定目标构件内钢筋的生成位置、钢筋尺寸信息和生成方向等信息,进而在目标构件模型内生成相应的钢筋模型,例如,利用目标构件的属性信息中的构件尺寸信息得到构件内钢筋的尺寸,再利用预设的目标钢筋布置标准中记载的与目标构件对应的钢筋的预设尺寸规则,利用构件内钢筋的尺寸和钢筋的预设尺寸规则,最终得到钢筋尺寸信息,匹配与目标构件对应的目标钢筋布置标准。Specifically, by using the attribute information of the target component and the preset target reinforcement layout standard, information such as the generation position of the reinforcement in the target component, the size information of the reinforcement, and the generation direction can be determined, and then the corresponding reinforcement model can be generated in the target component model, for example , use the component size information in the attribute information of the target component to obtain the size of the steel bars in the component, and then use the preset size rules of the steel bars corresponding to the target component recorded in the preset target steel bar layout standard, use the size of the steel bars in the component and The preset size rules of the steel bars, finally get the steel bar size information, and match the target steel bar layout standards corresponding to the target components.

可见,本发明实施例从目标构件模型中,获取目标构件的属性信息,利用目标构件模型中的属性信息和目标标准映射关系,匹配到与目标构件对应的目标钢筋布置标准,最后利用目标构件的属性信息和预设的目标钢筋布置标准,自动生成目标构件模型内的钢筋模型,无需人工手动生成,提高了构件中钢筋生成效率。It can be seen that the embodiment of the present invention obtains the attribute information of the target component from the target component model, uses the attribute information in the target component model and the target standard mapping relationship to match the target reinforcement layout standard corresponding to the target component, and finally uses the target component’s Attribute information and preset target reinforcement layout standards can automatically generate the reinforcement model in the target component model without manual generation, which improves the efficiency of reinforcement generation in components.

本发明实施例公开了一种具体的构件模型内钢筋模型生成方法,相对于上一实施例,本实施例对技术方案作了进一步的说明和优化。具体的:The embodiment of the present invention discloses a specific method for generating a reinforcement model in a component model. Compared with the previous embodiment, this embodiment further explains and optimizes the technical solution. specific:

上述S4利用目标构件的属性信息和预设的目标钢筋布置标准,在目标构件模型内生成相应的钢筋模型的过程,可以包括具体包括S41至S44;其中,The above S4 uses the attribute information of the target component and the preset target reinforcement layout standard to generate a corresponding reinforcement model in the target component model, which may specifically include S41 to S44; wherein,

S41:利用目标构件的属性信息,得到目标构件的类型信息和尺寸信息;S41: Obtain the type information and size information of the target component by using the attribute information of the target component;

S42:利用类型信息和目标钢筋布置标准,确定目标构件的基准面。S42: Determine the datum plane of the target component by using the type information and the target reinforcement layout standard.

具体的,通过目标构件的属性信息,可以得到目标构件的类型信息,利用目标构件的类型信息和目标钢筋布置标准中记载的基准面确定信息,可以确定目标构件的基准面,即钢筋起始面,例如,目标构件为墙,目标钢筋布置标准中记载的基准面确定信息便记录着墙的基准面为底面,则将目标构件的底面作为基准面,墙的底面平行于水平面,即与底板连接的面,目标构件为楼梯时,楼梯的钢筋需要与建筑的底板和墙体连接,因此,基准面确定信息便记录着楼梯的基准面为侧面,则目标构件的基准面为垂直与水平面的侧面,即与建筑的墙体和底板连接的面。Specifically, the type information of the target component can be obtained through the attribute information of the target component, and the reference plane of the target component, that is, the starting surface of the reinforcement, can be determined by using the type information of the target component and the determination information of the datum plane recorded in the target reinforcement layout standard For example, if the target component is a wall, the datum plane determination information recorded in the target reinforcement layout standard records that the datum plane of the wall is the bottom plane, then the bottom plane of the target component is taken as the datum plane, and the bottom plane of the wall is parallel to the horizontal plane, that is, it is connected to the base plate When the target component is a staircase, the reinforcement of the staircase needs to be connected to the floor and the wall of the building. Therefore, the datum determination information records that the datum plane of the staircase is the side, and the datum plane of the target component is the side of the vertical and horizontal planes. , that is, the faces connected to the walls and slabs of the building.

S43:利用基准面和目标钢筋布置标准,得到钢筋铺设方向。S43: Using the datum plane and the target reinforcement layout standard, obtain the laying direction of the reinforcement.

具体的,确定基准面后,根据目标钢筋布置标准的要求,便可以确定钢筋的铺设方向即钢筋铺设方向,例如,目标构件为墙,所需生成的钢筋类型为受力筋,则根据目标钢筋布置标准,钢筋铺设方向为垂直与基准面,纵向铺设,当目标构件为楼梯时,受力筋的钢筋铺设方向垂直与基准面,为水平方向铺设,当钢筋变为非受力筋时,目标构件为墙,根据目标钢筋布置标准,钢筋铺设方向可以为平行于基准面,水平方向铺设。Specifically, after the datum plane is determined, the laying direction of the reinforcement can be determined according to the requirements of the target reinforcement layout standard, that is, the laying direction of the reinforcement. Layout standard, the laying direction of reinforcement is vertical to the datum plane, laying longitudinally, when the target component is a staircase, the laying direction of the reinforced reinforcement is perpendicular to the datum plane, laying in the horizontal direction, when the steel bar becomes a non-stressed tendon, the target The component is a wall. According to the target reinforcement layout standard, the laying direction of the reinforcement can be parallel to the datum plane and laid horizontally.

S44:利用钢筋铺设方向、基准面、目标钢筋布置标准和尺寸信息,在目标构件模型内生成相应的钢筋模型。S44: Using the reinforcement laying direction, reference plane, target reinforcement layout standard and size information, generate a corresponding reinforcement model in the target member model.

具体的,利用目标构件的尺寸信息和可以确定,钢筋的具体长度,因此,在确定钢筋铺设方向后,综合基准面、目标钢筋布置标准和尺寸信息,便可在目标构件模型内生成相应的钢筋模型。Specifically, the specific length of the reinforcement can be determined by using the size information of the target component. Therefore, after determining the laying direction of the reinforcement, the corresponding reinforcement can be generated in the target component model by integrating the datum plane, the layout standard of the target reinforcement, and the size information Model.

进一步的,上述S44利用钢筋铺设方向、基准面、目标钢筋布置标准和尺寸信息,在目标构件模型内生成相应的钢筋模型的过程,还可以具体包括S441和S442;其中,Further, the above S44 is a process of generating a corresponding reinforcement model in the target component model by using the reinforcement laying direction, reference plane, target reinforcement layout standard and size information, and may also specifically include S441 and S442; wherein,

S441:利用目标钢筋布置标准,去除尺寸信息中的目标构件的保护层,得到目标构件的铺设尺寸信息。S441: Using the target reinforcement layout standard, remove the protective layer of the target component in the size information, and obtain the laying size information of the target component.

具体的,由于钢筋生成在构件内部,不应暴露在构件外部,因此,在设置钢筋时,都要对每个构件留出保护层,使钢筋在构件的保护层内生成,保护钢筋不会外露于构件外,而在对目标构件生成钢筋时,则需要利用目标钢筋布置标准去除预设的保护层的尺寸信息,例如,保护层尺寸为2cm厚,以确保在利用得到的目标构件的铺设尺寸信息设置钢筋时钢筋不会外露。Specifically, since the reinforcement is generated inside the component, it should not be exposed outside the component. Therefore, when setting the reinforcement, a protective layer must be reserved for each component, so that the reinforcement will be generated within the protection layer of the component, and the protective reinforcement will not be exposed outside the component, and when generating reinforcement for the target component, it is necessary to use the target reinforcement layout standard to remove the size information of the preset protective layer, for example, the size of the protective layer is 2cm thick, so as to ensure that the laying size The reinforcement will not be exposed when the information is set.

其中,铺设尺寸信息为目标构件的尺寸信息去除预设的保护层的目标构件实际用于铺设钢筋的尺寸,例如,参见图2所示,构件2的尺寸信息包括长50cm,宽20cm,保护层1的尺寸为2cm厚,去除四周的保护层1的尺寸后,则构件2的铺设尺寸信息3为长46cm,宽16cm。Wherein, the laying size information is the size information of the target component and removes the size of the target component of the preset protective layer that is actually used for laying steel bars. For example, referring to Fig. The size of 1 is 2cm thick. After removing the size of the surrounding protective layer 1, the laying size information 3 of component 2 is 46cm long and 16cm wide.

S442:利用铺设尺寸信息、钢筋铺设方向、目标钢筋布置标准和基准面,在目标构件模型内生成相应的钢筋模型。S442: Generate a corresponding reinforcement model in the target component model by using the laying size information, the laying direction of the reinforcement, the target reinforcement layout standard and the reference plane.

进一步的,当目标构件中所需生成的钢筋类型为受力筋时,上述S442利用铺设尺寸信息、钢筋铺设方向、目标钢筋布置标准和基准面,在目标构件模型内生成相应的钢筋模型的过程,可以具体包括S4421至S4423;其中,Further, when the type of steel bars to be generated in the target component is stress bars, the above S442 is the process of generating a corresponding steel bar model in the target component model by using the laying size information, the laying direction of the steel bars, the target steel bar layout standard and the reference plane , may specifically include S4421 to S4423; wherein,

S4421:利用基准面、铺设尺寸信息和预设的受力筋设置间距,得到受力筋的钢筋落脚点信息。S4421: Using the datum plane, laying size information and the preset spacing of the stressed tendons to obtain the reinforcement foothold information of the stressed tendons.

具体的,利用目标钢筋布置标准中与目标构件相应的预设的受力筋设置间距、目标构件的基准面和目标构件的铺设尺寸信息,便可得到受力筋的钢筋落脚点信息,例如,受力筋的钢筋落脚点可以设置在基准面的宽的中线上均匀分布,例如,参见图3所示,构件的基准面的铺设尺寸信息3的长为300cm,宽为50cm,受力筋的钢筋落脚点4可以设置在宽在25cm的中线上,每间隔100cm设置一个钢筋落脚点4,共设置4个钢筋落脚点4,当然根基实际应用需求,钢筋落脚点4可以多排设置,间距和数量等均可自行设定,在此不做限定。Concretely, by using the preset spacing of the stressed bars corresponding to the target component in the target reinforcement layout standard, the datum plane of the target component and the laying size information of the target component, the reinforcement foothold information of the stressed bars can be obtained, for example, The reinforced footholds of the stressed tendons can be arranged on the wide midline of the datum plane and distributed uniformly, for example, referring to shown in Figure 3, the length of the laying dimension information 3 of the datum plane of the component is 300cm, and the width is 50cm, and the length of the stressed tendons is 50cm. Reinforcement foothold 4 can be set on the center line with a width of 25cm, and a reinforcement foothold 4 is set every 100cm. The quantity and the like can be set by oneself, and there is no limitation here.

需要说明的是,铺设尺寸信息中包括目标构件的长、宽和高即三维尺寸信息。It should be noted that the laying dimension information includes the length, width and height of the target component, that is, three-dimensional dimension information.

S4422:利用铺设尺寸信息、钢筋铺设方向和预设的受力筋尺寸规则,得到受力筋的钢筋尺寸信息。S4422: Using the laying size information, the laying direction of the reinforcing bars and the preset stressing bar size rules, the reinforcing bar size information of the stressed bars is obtained.

具体的,利用钢筋铺设方向可以确定钢筋的延长方向,结合目标构件的铺设尺寸信息和预设的受力筋尺寸规则,便可得到受力筋的钢筋尺寸信息;由于受力筋可能需要延长出目标构件,因此,仅利用铺设尺寸信息,无法得到受力筋的钢筋尺寸信息,因此,需要利用受力筋尺寸规则得到受力筋的钢筋尺寸信息,例如,目标构件为墙,铺设尺寸信息中构件内的受力筋长为300cm,受力筋尺寸规则中记载了墙的受力筋需额外延长30cm,则受力筋的钢筋尺寸信息为330cm。Specifically, the extension direction of the reinforcement can be determined by using the laying direction of the reinforcement, and the reinforcement size information of the reinforcement can be obtained by combining the laying size information of the target component and the preset stress reinforcement size rule; The target component, therefore, the steel bar size information of the stressed bar cannot be obtained only by using the laying size information, so it is necessary to use the stressed bar size rule to obtain the steel bar size information of the stressed bar, for example, if the target component is a wall, in the laying size information The length of the reinforcement in the component is 300cm, and it is recorded in the rules for the size of the reinforcement that the reinforcement of the wall needs to be extended by an additional 30cm, so the information on the reinforcement size of the reinforcement is 330cm.

S4423:利用钢筋落脚点信息和钢筋尺寸信息,在目标构件模型内生成相应的钢筋模型。S4423: Generate a corresponding reinforcement model in the target component model by using the reinforcement foothold information and the reinforcement size information.

具体的,最后利用钢筋落脚点信息和钢筋尺寸信息便可自动生成在目标构件内相应的钢筋。Specifically, finally, the corresponding reinforcement in the target member can be automatically generated by using the foothold point information of the reinforcement and the size information of the reinforcement.

具体的,在生成目标构件中的钢筋后,为便于显示给用户钢筋的信息,还可以对目标构件中的钢筋进行编号、分类和命名,得到目标构件的钢筋信息;并将钢筋信息保存至目标构件的属性信息中;以使用户通过目标构件模型便能得知钢筋的具体信息。Specifically, after generating the steel bars in the target component, in order to display the steel bar information to the user, you can also number, classify and name the steel bars in the target component to obtain the steel bar information of the target component; and save the steel bar information to the target In the attribute information of the component; so that the user can know the specific information of the reinforcement through the target component model.

进一步的,为便于整体管理,还可以将钢筋信息存储至钢筋信息数据库,以供统一查询,便于用户快速得到整个建筑的全部钢筋信息。Furthermore, in order to facilitate the overall management, the steel bar information can also be stored in the steel bar information database for unified query, so that users can quickly obtain all the steel bar information of the entire building.

需要说明的是,本发明实施例中,钢筋自身的尺寸,如半径已在预设的目标钢筋布置标准中设定了,同时,钢筋自身的尺寸可以根据目标构件的类型依据目标钢筋布置标准进行相应的改变,上述钢筋设置间距亦将考虑到钢筋的尺寸。It should be noted that, in the embodiment of the present invention, the size of the steel bar itself, such as the radius, has been set in the preset target steel bar layout standard. Corresponding changes, the above-mentioned reinforcement spacing will also take into account the size of the reinforcement.

进一步的,由于各构件之间可能相邻,相邻的构建之间钢筋的设置可能相互影响,因此,在目标构件模型内生成相应的钢筋模型后,还可以包括S5至S6;其中,Further, since the components may be adjacent to each other, the setting of reinforcement between adjacent constructions may affect each other, therefore, after generating the corresponding reinforcement model in the target component model, S5 to S6 may also be included; where,

S5:从预先存储的工程设计图中,获取与目标构件相连的相邻构件的属性信息。S5: Obtain attribute information of adjacent components connected to the target component from the pre-stored engineering design drawing.

具体的,工程设计图为整个建筑方案的设计图,其中包括整个建筑各构件的信息,如,各构件的属性信息和各构件的连接关系等相关信息,因此,在选定相应的目标构件后,便可自动从预先存储的工程设计图中,获取与目标构件相连的相邻构件的属性信息。Specifically, the engineering design drawing is the design drawing of the entire building scheme, which includes the information of each component of the whole building, such as the attribute information of each component and the connection relationship of each component and other related information. Therefore, after selecting the corresponding target component , the attribute information of the adjacent components connected to the target component can be automatically obtained from the pre-stored engineering design drawing.

S6:利用相邻构件的属性信息对目标构件内钢筋的钢筋尺寸信息进行修正,得到目标构件内的钢筋的修正钢筋尺寸信息。S6: Using the attribute information of the adjacent components to correct the steel bar size information of the steel bars in the target component to obtain the corrected steel bar size information of the steel bars in the target component.

具体的,若延长出目标构件是否会与相邻构件相连,利用相邻构件的属性信息则可以得知目标构件的钢筋是否需要与相邻构件连接需要修正,若是,则利用相邻构件的属性信息对目标构件内钢筋的钢筋尺寸信息进行修正,得到目标构件内的钢筋的修正钢筋尺寸信息,例如,根据相邻构件的属性信息中的尺寸信息和目标构件的钢筋尺寸信息,计算目标构件的钢筋仍需延长或缩短的距离,可以得到变量尺寸即需增加或减少的长度信息,利用变量尺寸加上目标构件的原钢筋尺寸信息,便可最终得到修正后的修正钢筋尺寸信息。Specifically, if the target component is extended and whether it will be connected to the adjacent component, the attribute information of the adjacent component can be used to know whether the reinforcement of the target component needs to be connected with the adjacent component and needs to be corrected, and if so, use the attribute information of the adjacent component The information corrects the steel bar size information of the target component to obtain the corrected steel bar size information of the target component. For example, according to the size information in the attribute information of the adjacent component and the steel bar size information of the target component, calculate the The distance that the steel bar still needs to be extended or shortened can obtain the length information of the variable size that needs to be increased or decreased, and the modified steel bar size information can be finally obtained by using the variable size plus the original steel bar size information of the target member.

其中,变量尺寸信息利用正负表示增加或减少,例如,正为正加,负为减少,所以变量尺寸信息与目标构件的钢筋尺寸信息相加后,便得到修正后的修正钢筋尺寸信息。Among them, the variable size information uses positive and negative to indicate increase or decrease. For example, positive means positive addition and negative means decrease. Therefore, after the variable size information is added to the steel bar size information of the target component, the corrected steel bar size information after correction is obtained.

S7:利用修正钢筋尺寸信息和钢筋落脚点信息,在目标构件模型内生成相应的钢筋模型。S7: Using the corrected steel bar size information and the steel bar foothold information, generate a corresponding steel bar model in the target component model.

相应的,本发明实施例公开了一种构件模型内钢筋模型生成系统,参见图4所示,应用于装配式建筑领域,该系统包括:Correspondingly, the embodiment of the present invention discloses a reinforcement model generation system in a component model, as shown in Fig. 4, which is applied to the field of prefabricated buildings, and the system includes:

模型获取模块11,用于获取目标构件的目标构件模型;Model acquisition module 11, used to acquire the target component model of the target component;

标准匹配模块12,用于利用目标构件的属性信息和相应的目标标准映射关系,匹配与目标构件对应的目标钢筋布置标准;A standard matching module 12, configured to use the attribute information of the target component and the corresponding target standard mapping relationship to match the target reinforcement arrangement standard corresponding to the target component;

构件属性获取模块13,利用目标构件模型,从中获取目标构件的属性信息;Component property acquiring module 13, utilizes target component model, therefrom acquires the property information of target component;

钢筋生成模块14,用于利用目标构件的属性信息和预设的目标钢筋布置标准,在目标构件模型内生成相应的钢筋模型;The reinforcing bar generation module 14 is used to generate a corresponding reinforcing bar model in the target component model by using the attribute information of the target component and the preset target reinforcing bar layout standard;

其中,预先建立目标构件的属性信息与目标钢筋布置标准的映射关系,得到目标标准映射关系;目标钢筋布置标准为预设的标准。Wherein, the mapping relationship between the attribute information of the target component and the target reinforcement arrangement standard is established in advance to obtain the target standard mapping relationship; the target reinforcement arrangement standard is a preset standard.

具体的,上述钢筋生成模块14,包括构件信息提取子模块、基准面确定子模块、方向确定子模块和钢筋生成子模块;其中,Specifically, the above-mentioned reinforcement generation module 14 includes a member information extraction submodule, a datum determination submodule, a direction determination submodule and a reinforcement generation submodule; wherein,

构件信息提取子模块,用于利用目标构件的属性信息,得到目标构件的类型信息和尺寸信息;The component information extraction sub-module is used to obtain the type information and size information of the target component by using the attribute information of the target component;

基准面确定子模块,用于利用类型信息和目标钢筋布置标准,确定目标构件的基准面;The datum plane determination sub-module is used to determine the datum plane of the target member by using the type information and the target reinforcement layout standard;

方向确定子模块,用于利用基准面和目标钢筋布置标准,得到钢筋铺设方向;The direction determination sub-module is used to obtain the laying direction of steel bars by using the datum plane and the target steel bar layout standard;

钢筋生成子模块,用于利用钢筋铺设方向、基准面、目标钢筋布置标准和尺寸信息,在目标构件模型内生成相应的钢筋模型。The reinforcement generation sub-module is used to generate a corresponding reinforcement model in the target component model by using the reinforcement laying direction, reference plane, target reinforcement layout standard and size information.

具体的,上述钢筋生成子模块,包括保护层去除单元和钢筋生成单元;Specifically, the above-mentioned reinforcing bar generating submodule includes a protective layer removal unit and a reinforcing bar generating unit;

保护层去除单元,用于利用目标钢筋布置标准,去除尺寸信息中的目标构件的保护层,得到目标构件的铺设尺寸信息;The protective layer removal unit is used to remove the protective layer of the target component in the size information by using the target reinforcement layout standard, so as to obtain the laying size information of the target component;

钢筋生成单元,用于利用铺设尺寸信息、钢筋铺设方向、目标钢筋布置标准和基准面,在目标构件模型内生成相应的钢筋模型。The reinforcement generation unit is used to generate a corresponding reinforcement model in the target component model by using the laying size information, the laying direction of the reinforcement, the target reinforcement layout standard and the datum plane.

具体的,上述钢筋生成单元,包括落脚点确定子单元、尺寸获取子单元和钢筋生成子单元;其中,Specifically, the above-mentioned reinforcement generation unit includes foothold determination subunits, size acquisition subunits and reinforcement generation subunits; wherein,

落脚点确定子单元,用于利用基准面、铺设尺寸信息和预设的受力筋设置间距,得到受力筋的钢筋落脚点信息;Foothold determination sub-unit, used to obtain reinforcement foothold information of stressed bars by using datum plane, laying size information and preset spacing of stressed bars;

尺寸获取子单元,用于利用铺设尺寸信息、钢筋铺设方向和预设的受力筋尺寸规则,得到受力筋的钢筋尺寸信息;The size acquisition sub-unit is used to obtain the steel bar size information of the stressed bar by using the laying size information, the laying direction of the steel bar and the preset stressed bar size rule;

钢筋生成子单元,用于利用钢筋落脚点信息和钢筋尺寸信息,在目标构件模型内生成相应的钢筋模型。The reinforcing bar generating subunit is used to generate a corresponding reinforcing bar model in the target component model by using the information of the anchor point of the reinforcing bar and the information of the size of the reinforcing bar.

具体的,还包括设计图提取模块、尺寸修正模块和修正钢筋生成模块;其中,Specifically, it also includes a design drawing extraction module, a size correction module and a correction reinforcement generation module; wherein,

设计图提取模块,用于从预先存储的工程设计图中,获取与目标构件相连的相邻构件的属性信息;A design drawing extraction module, configured to obtain attribute information of adjacent components connected to the target component from a pre-stored engineering design drawing;

尺寸修正模块,用于利用相邻构件的属性信息对目标构件内钢筋的钢筋尺寸信息进行修正,得到目标构件内的钢筋的修正钢筋尺寸信息;The size correction module is used to correct the steel bar size information of the steel bars in the target component by using the attribute information of the adjacent components, so as to obtain the corrected steel bar size information of the steel bars in the target component;

修正钢筋生成模块,用于利用修正钢筋尺寸信息和钢筋落脚点信息,在目标构件模型内生成相应的钢筋模型。The modified reinforcement generation module is used to generate a corresponding reinforcement model in the target component model by using the modified reinforcement size information and reinforcement footing point information.

具体的,还可以包括标记模块和属性保存模块;其中,Specifically, it may also include a marking module and an attribute saving module; wherein,

标记模块,用于对目标构件内的钢筋进行编号、分类和命名,得到目标构件的钢筋信息;The marking module is used to number, classify and name the reinforcing bars in the target component, and obtain the reinforcing bar information of the target component;

属性保存模块,用于将钢筋信息保存至目标构件的属性信息中。The property saving module is used for saving the reinforcement information to the property information of the target component.

具体的,还可以包括数据库模块;其中,Specifically, it may also include a database module; where,

数据库模块,用于将钢筋信息存储至钢筋信息数据库,以供查询。The database module is used to store the steel bar information to the steel bar information database for query.

此外,本发明实施例还公开了一种构件内钢筋生成装置,应用于装配式建筑领域,包括:In addition, the embodiment of the present invention also discloses a device for generating reinforcement within a component, which is applied to the field of prefabricated buildings, including:

存储器,用于存储计算机程序;memory for storing computer programs;

处理器,用于执行计算机程序以实现如前述的构件模型内钢筋模型生成方法。A processor is used for executing a computer program to realize the aforementioned method for generating a reinforcement model in a component model.

另外,本发明实施例还公开了一种计算机可读存储介质,应用于装配式建筑领域,计算机可读存储介质上存储有计算机程序,计算机程序被处理器执行时实现如前述的构件模型内钢筋模型生成方法。In addition, the embodiment of the present invention also discloses a computer-readable storage medium, which is applied in the field of prefabricated buildings. Computer programs are stored on the computer-readable storage medium. Model generation method.

最后,还需要说明的是,在本文中,诸如第一和第二等之类的关系术语仅仅用来将一个实体或者操作与另一个实体或操作区分开来,而不一定要求或者暗示这些实体或操作之间存在任何这种实际的关系或者顺序。而且,术语“包括”、“包含”或者其任何其他变体意在涵盖非排他性的包含,从而使得包括一系列要素的过程、方法、物品或者设备不仅包括那些要素,而且还包括没有明确列出的其他要素,或者是还包括为这种过程、方法、物品或者设备所固有的要素。在没有更多限制的情况下,由语句“包括一个……”限定的要素,并不排除在包括所述要素的过程、方法、物品或者设备中还存在另外的相同要素。Finally, it should also be noted that in this text, relational terms such as first and second etc. are only used to distinguish one entity or operation from another, and do not necessarily require or imply that these entities or operations, any such actual relationship or order exists. Furthermore, the term "comprises", "comprises" or any other variation thereof is intended to cover a non-exclusive inclusion such that a process, method, article, or apparatus comprising a set of elements includes not only those elements, but also includes elements not expressly listed. other elements of or also include elements inherent in such a process, method, article, or device. Without further limitations, an element defined by the phrase "comprising a ..." does not exclude the presence of additional identical elements in the process, method, article or apparatus comprising said element.

专业人员还可以进一步意识到,结合本文中所公开的实施例描述的各示例的单元及算法步骤,能够以电子硬件、计算机软件或者二者的结合来实现,为了清楚地说明硬件和软件的可互换性,在上述说明中已经按照功能一般性地描述了各示例的组成及步骤。这些功能究竟以硬件还是软件方式来执行,取决于技术方案的特定应用和设计约束条件。专业技术人员可以对每个特定的应用来使用不同方法来实现所描述的功能,但是这种实现不应认为超出本发明的范围。Professionals can further realize that the units and algorithm steps of the examples described in conjunction with the embodiments disclosed herein can be implemented by electronic hardware, computer software or a combination of the two. In order to clearly illustrate the possible For interchangeability, in the above description, the composition and steps of each example have been generally described according to their functions. Whether these functions are executed by hardware or software depends on the specific application and design constraints of the technical solution. Skilled artisans may use different methods to implement the described functions for each specific application, but such implementation should not be regarded as exceeding the scope of the present invention.

以上对本发明所提供的一种构件模型内钢筋模型生成方法、系统装置及计算机可读存储介质进行了详细介绍,本文中应用了具体个例对本发明的原理及实施方式进行了阐述,以上实施例的说明只是用于帮助理解本发明的方法及其核心思想;同时,对于本领域的一般技术人员,依据本发明的思想,在具体实施方式及应用范围上均会有改变之处,综上所述,本说明书内容不应理解为对本发明的限制。The method for generating a steel bar model in a component model provided by the present invention, the system device and the computer-readable storage medium have been introduced in detail above. In this paper, specific examples have been used to illustrate the principle and implementation of the present invention. The above embodiments The description is only used to help understand the method of the present invention and its core idea; at the same time, for those of ordinary skill in the art, according to the idea of the present invention, there will be changes in the specific implementation and scope of application. In summary, As stated above, the content of this specification should not be construed as limiting the present invention.

Claims (9)

1.一种构件模型内钢筋模型生成方法,其特征在于,应用于装配式建筑领域,包括:1. A method for generating a reinforcement model in a component model, characterized in that it is applied to the field of prefabricated buildings, including: 获取目标构件的目标构件模型;Obtain the target component model of the target component; 利用所述目标构件模型,从中获取所述目标构件的属性信息;using the target component model to obtain attribute information of the target component; 利用所述目标构件的属性信息和相应的目标标准映射关系,匹配与所述目标构件对应的目标钢筋布置标准;matching the target reinforcement arrangement standard corresponding to the target component by using the attribute information of the target component and the corresponding target standard mapping relationship; 利用所述目标构件的属性信息和所述目标钢筋布置标准,在所述目标构件模型内生成相应的钢筋模型;generating a corresponding reinforcement model in the target component model by using the attribute information of the target component and the target reinforcement arrangement standard; 其中,预先建立所述目标构件的属性信息与所述目标钢筋布置标准的映射关系,得到所述目标标准映射关系;所述目标钢筋布置标准为预设的标准;Wherein, the mapping relationship between the attribute information of the target component and the target reinforcement arrangement standard is established in advance to obtain the target standard mapping relationship; the target reinforcement arrangement standard is a preset standard; 所述利用所述目标构件的属性信息和目标钢筋布置标准,在所述目标构件模型内生成相应的钢筋模型的过程,包括:The process of using the attribute information of the target component and the target reinforcement layout standard to generate a corresponding reinforcement model in the target component model includes: 利用所述目标构件的属性信息,得到所述目标构件的类型信息和尺寸信息;Obtaining type information and size information of the target component by using the attribute information of the target component; 利用所述类型信息和所述目标钢筋布置标准,确定所述目标构件的基准面;determining a datum plane of the target component by using the type information and the target reinforcement arrangement standard; 利用所述基准面和所述目标钢筋布置标准,得到钢筋铺设方向;Obtaining the laying direction of reinforcement by using the reference plane and the target reinforcement arrangement standard; 利用所述钢筋铺设方向、所述基准面、所述目标钢筋布置标准和所述尺寸信息,在所述目标构件模型内生成相应的钢筋模型。A corresponding reinforcement model is generated in the target component model by using the reinforcement laying direction, the reference plane, the target reinforcement arrangement standard and the size information. 2.根据权利要求1所述的构件模型内钢筋模型生成方法,其特征在于,所述利用所述钢筋铺设方向、所述基准面、所述目标钢筋布置标准和所述尺寸信息,在所述目标构件模型内生成相应的钢筋模型的过程,包括:2. The method for generating a steel bar model in a member model according to claim 1, wherein said using said steel bar laying direction, said datum plane, said target steel bar arrangement standard and said size information, in said The process of generating the corresponding reinforcement model in the target component model, including: 利用所述目标钢筋布置标准,去除所述尺寸信息中的所述目标构件的保护层,得到所述目标构件的铺设尺寸信息;Using the target reinforcement layout standard, removing the protective layer of the target component in the size information to obtain the laying size information of the target component; 利用所述铺设尺寸信息、所述钢筋铺设方向、所述目标钢筋布置标准和所述基准面,在所述目标构件模型内生成相应的钢筋模型。A corresponding reinforcement model is generated in the target component model by using the laying size information, the laying direction of the reinforcement, the target reinforcement arrangement standard and the reference plane. 3.根据权利要求2所述的构件模型内钢筋模型生成方法,其特征在于,所述利用所述铺设尺寸信息、所述钢筋铺设方向、所述目标钢筋布置标准、所述目标钢筋布置标准和所述基准面,在所述目标构件模型内生成相应的钢筋模型的过程,包括:3. The reinforcement model generation method in the component model according to claim 2, characterized in that, said use of said laying dimension information, said reinforcement laying direction, said target reinforcement arrangement standard, said target reinforcement arrangement standard and The datum plane, the process of generating a corresponding reinforcement model in the target member model, includes: 利用所述基准面、所述铺设尺寸信息和预设的受力筋设置间距,得到受力筋的钢筋落脚点信息;Using the datum plane, the laying size information and the preset distance between the stressed tendons to obtain the reinforcement foothold information of the stressed tendons; 利用所述铺设尺寸信息、所述钢筋铺设方向和预设的受力筋尺寸规则,得到受力筋的钢筋尺寸信息;Using the laying size information, the laying direction of the reinforcing bars and the preset stressing bar size rules to obtain the reinforcing bar size information of the stressed bars; 利用所述钢筋落脚点信息和所述钢筋尺寸信息,在所述目标构件模型内生成相应的钢筋模型。A corresponding reinforcement model is generated in the target component model by using the reinforcement foothold information and the reinforcement size information. 4.根据权利要求1至3任一项所述的构件模型内钢筋模型生成方法,其特征在于,所述在所述目标构件模型内生成相应的钢筋模型之后,还包括:4. The method for generating a reinforcement model in a component model according to any one of claims 1 to 3, wherein, after generating a corresponding reinforcement model in the target component model, further comprising: 从预先存储的工程设计图中,获取与所述目标构件相连的相邻构件的属性信息;Obtaining attribute information of adjacent components connected to the target component from a pre-stored engineering design drawing; 利用相邻构件的属性信息对所述目标构件内的钢筋的所述钢筋尺寸信息进行修正,得到所述目标构件内的钢筋的修正钢筋尺寸信息;Correcting the steel bar size information of the steel bars in the target component by using the attribute information of the adjacent components to obtain the corrected steel bar size information of the steel bars in the target component; 利用所述修正钢筋尺寸信息和所述钢筋落脚点信息,在所述目标构件模型内生成相应的钢筋模型。A corresponding reinforcement model is generated in the target component model by using the corrected reinforcement size information and the reinforcement foothold information. 5.根据权利要求1至3任一项所述的构件模型内钢筋模型生成方法,其特征在于,还包括:5. The method for generating a reinforcement model in a member model according to any one of claims 1 to 3, further comprising: 对所述目标构件内的钢筋进行编号、分类和命名,得到所述目标构件的钢筋信息;Numbering, classifying and naming the reinforcing bars in the target component to obtain the reinforcing bar information of the target component; 将所述钢筋信息保存至所述目标构件的属性信息中。Save the reinforcement information to the attribute information of the target component. 6.根据权利要求5所述的构件模型内钢筋模型生成方法,其特征在于,还包括:6. The reinforcement model generation method in the member model according to claim 5, further comprising: 将所述钢筋信息存储至钢筋信息数据库,以供查询。The steel bar information is stored in a steel bar information database for query. 7.一种构件模型内钢筋模型生成系统,其特征在于,应用于装配式建筑领域,包括:7. A reinforcement model generation system in a component model, characterized in that it is applied to the field of prefabricated buildings, including: 模型获取模块,用于获取目标构件的目标构件模型;A model acquisition module, configured to acquire the target component model of the target component; 构件属性获取模块,用于利用所述目标构件模型,从中获取所述目标构件的属性信息;a component attribute acquisition module, configured to use the target component model to acquire attribute information of the target component; 标准匹配模块,用于利用所述目标构件的属性信息和相应的目标标准映射关系,匹配与所述目标构件对应的目标钢筋布置标准;A standard matching module, configured to use the attribute information of the target component and the corresponding target standard mapping relationship to match the target reinforcement arrangement standard corresponding to the target component; 钢筋生成模块,用于利用所述目标构件的属性信息和所述目标钢筋布置标准,在所述目标构件模型内生成相应的钢筋模型;A reinforcing bar generating module, configured to generate a corresponding reinforcing bar model in the target component model by using the attribute information of the target component and the target reinforcing bar layout standard; 其中,预先建立所述目标构件的属性信息与所述目标钢筋布置标准的映射关系,得到所述目标标准映射关系;所述目标钢筋布置标准为预设的标准;Wherein, the mapping relationship between the attribute information of the target component and the target reinforcement arrangement standard is established in advance to obtain the target standard mapping relationship; the target reinforcement arrangement standard is a preset standard; 所述钢筋生成模块,包括构件信息提取子模块、基准面确定子模块、方向确定子模块和钢筋生成子模块:The reinforcement generation module includes component information extraction submodule, datum determination submodule, direction determination submodule and reinforcement generation submodule: 所述构件信息提取子模块,用于利用所述目标构件的属性信息,得到所述目标构件的类型信息和尺寸信息;The component information extraction submodule is used to obtain the type information and size information of the target component by using the attribute information of the target component; 所述基准面确定子模块,用于利用所述类型信息和所述目标钢筋布置标准,确定所述目标构件的基准面;The datum plane determination submodule is used to determine the datum plane of the target component by using the type information and the target reinforcement arrangement standard; 所述方向确定子模块,用于利用所述基准面和所述目标钢筋布置标准,得到钢筋铺设方向;The direction determining submodule is used to obtain the laying direction of reinforcement by using the reference plane and the target reinforcement layout standard; 所述钢筋生成子模块,用于利用所述钢筋铺设方向、所述基准面、所述目标钢筋布置标准和所述尺寸信息,在所述目标构件模型内生成相应的钢筋模型。The reinforcing bar generation sub-module is used to generate a corresponding reinforcing bar model in the target member model by using the reinforcing bar laying direction, the datum plane, the target reinforcing bar layout standard and the size information. 8.一种构件内钢筋生成装置,其特征在于,应用于装配式建筑领域,包括:8. A device for generating reinforcement within a component, characterized in that it is applied to the field of prefabricated buildings, including: 存储器,用于存储计算机程序;memory for storing computer programs; 处理器,用于执行所述计算机程序以实现如权利要求1至6任一项所述的构件模型内钢筋模型生成方法。A processor, configured to execute the computer program to realize the method for generating a reinforcement model in a component model according to any one of claims 1 to 6. 9.一种计算机可读存储介质,其特征在于,应用于装配式建筑领域,所述计算机可读存储介质上存储有计算机程序,所述计算机程序被处理器执行时实现如权利要求1至6任一项所述的构件模型内钢筋模型生成方法。9. A computer-readable storage medium, characterized in that it is applied to the field of prefabricated buildings, and a computer program is stored on the computer-readable storage medium, and when the computer program is executed by a processor, it realizes claims 1 to 6 A method for generating a reinforcement model in a component model according to any one of the above.
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CN110728023B (en) * 2019-09-06 2023-11-21 久瓴(江苏)数字智能科技有限公司 Tiger window component node generation method, device, computer equipment and storage medium
CN111753343B (en) * 2020-06-30 2024-04-12 广东天元建筑设计有限公司 Window-based assembly type component data set creation method, device and storage medium
CN112465980B (en) * 2020-12-17 2024-07-05 广联达科技股份有限公司 Component model conversion method, modeling device and electronic equipment
CN113010937B (en) * 2021-02-24 2023-02-14 万翼科技有限公司 Parametric modeling method of member section steel bar and related device
CN113190893B (en) * 2021-02-24 2024-02-09 深圳市万翼数字技术有限公司 Method and related device for determining attribute of steel bar of component
CN113010938B (en) * 2021-02-24 2024-07-23 深圳市万翼数字技术有限公司 Method and related device for calculating steel bar dosage of solid component
CN113032890B (en) * 2021-05-31 2021-08-24 北京盈建科软件股份有限公司 Building model generation method and device
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CN114218647B (en) * 2021-12-17 2024-08-23 上海中森建筑与工程设计顾问有限公司 Wall length design method of shear wall

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104156544A (en) * 2014-08-29 2014-11-19 北京六建集团有限责任公司 Automatic beam and column steel bar joint arranging and constructing simulation method based on BIM technology
CN106326556A (en) * 2016-08-24 2017-01-11 广州地铁设计研究院有限公司 Calculation and three-dimensional modeling method of structural reinforcing bars
CN106796714A (en) * 2015-07-30 2017-05-31 檀国大学校产学协力团 The building steel bar arrangement construction drawing automatic creation system of 3D models
CN108427818A (en) * 2017-08-12 2018-08-21 中民筑友科技投资有限公司 One kind being based on BIM prefabricated member reinforcing bar data processing methods and device

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104156544A (en) * 2014-08-29 2014-11-19 北京六建集团有限责任公司 Automatic beam and column steel bar joint arranging and constructing simulation method based on BIM technology
CN106796714A (en) * 2015-07-30 2017-05-31 檀国大学校产学协力团 The building steel bar arrangement construction drawing automatic creation system of 3D models
CN106326556A (en) * 2016-08-24 2017-01-11 广州地铁设计研究院有限公司 Calculation and three-dimensional modeling method of structural reinforcing bars
CN108427818A (en) * 2017-08-12 2018-08-21 中民筑友科技投资有限公司 One kind being based on BIM prefabricated member reinforcing bar data processing methods and device

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