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CN111859507A - A prefabricated building construction scheme based on BIM technology - Google Patents

A prefabricated building construction scheme based on BIM technology Download PDF

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CN111859507A
CN111859507A CN202010702891.0A CN202010702891A CN111859507A CN 111859507 A CN111859507 A CN 111859507A CN 202010702891 A CN202010702891 A CN 202010702891A CN 111859507 A CN111859507 A CN 111859507A
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structural parts
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王大伟
雍洪宝
丁百湛
李保亮
沈建
周晓方
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Huai'an Institute Of Building Science Co ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
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    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
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Abstract

本发明公开了一种基于BIM技术的装配式建筑施工方案,包括在BIM应用中建立不同结构件的数据库;采集环境和地理信息数据并使用BIM制图,获取环境BIM模型;选择不同的结构件和环境BIM模型进行初步组合,得到组合模型;确定重叠干涉区域并对相应结构件尺寸进行修正;再次组合并进行力学校验,修改相关尺寸和材料;基于BIM设计现场施工工艺。通过对结构件进行标准化设计,并且选择不同的结构件进行初步组合以及使用重叠干涉区域进行尺寸修正,最终再进行力学校验,以确保各个结构件组装不会干涉碰撞,并且在组织完成后能够满足设计时要求的力学强度,可以提高装配效率。

Figure 202010702891

The invention discloses a prefabricated building construction scheme based on BIM technology, which includes establishing a database of different structural parts in BIM application; collecting environmental and geographic information data and using BIM for drawing to obtain an environmental BIM model; selecting different structural parts and The environmental BIM model is preliminarily combined to obtain a combined model; the overlapping interference area is determined and the dimensions of the corresponding structural parts are corrected; the mechanical verification is performed again, and the relevant dimensions and materials are modified; the on-site construction process is designed based on BIM. By standardizing the design of structural parts, selecting different structural parts for preliminary combination and using overlapping interference areas for size correction, and finally performing mechanical verification to ensure that the assembly of each structural part will not interfere and collide, and can be assembled after the completion of the organization. Meeting the mechanical strength required during design can improve assembly efficiency.

Figure 202010702891

Description

一种基于BIM技术的装配式建筑施工方案A prefabricated building construction scheme based on BIM technology

技术领域technical field

本发明涉及建筑设计技术领域,尤其涉及一种基于BIM技术的装配式建筑施工方案。The invention relates to the technical field of architectural design, in particular to a prefabricated building construction scheme based on BIM technology.

背景技术Background technique

BIM是建筑信息模型技术,是一种应用于工程设计、建造、管理的数据化工具,是用来形容以三维图形为主、物件导向、建筑学有关的电脑辅助设计。BIM is a building information modeling technology, which is a data tool applied to engineering design, construction and management.

装配式建筑是由预制部品部件在工地装配而成的建筑,按预制构件的形式和施工方法分为砌块建筑、板材建筑、盒式建筑、骨架板材建筑及升板升层建筑等五种类型,随着现代工业技术的发展,建造房屋可以像机器生产那样,成批成套地制造,只要把预制好的房屋构件,运到工地装配起来就成了。Prefabricated buildings are buildings assembled from prefabricated parts at the construction site. According to the form and construction method of prefabricated components, they are divided into five types: block buildings, plate buildings, box buildings, skeleton plate buildings and lift-up buildings. , With the development of modern industrial technology, building houses can be manufactured in batches and sets like machine production, as long as the prefabricated building components are transported to the construction site for assembly.

传统的二维设计容易出现问题,不能解决预制构件之间可能存在的碰撞问题。The traditional two-dimensional design is prone to problems and cannot solve the possible collision problem between prefabricated components.

发明内容SUMMARY OF THE INVENTION

本发明的目的在于提供一种基于BIM技术的装配式建筑施工方案,旨在解决传统二维设计无法解决构件之间的碰撞问题导致装配效率降低的问题。The purpose of the present invention is to provide a prefabricated building construction scheme based on BIM technology, which aims to solve the problem that the traditional two-dimensional design cannot solve the problem of collision between components, which leads to the reduction of assembly efficiency.

为实现上述目的,本发明提供了一种基于BIM技术的装配式建筑施工方案,包括:在BIM应用中建立不同结构件的数据库;采集环境和地理信息数据并使用BIM制图,获取环境BIM模型;选择不同的结构件和环境BIM模型进行初步组合,得到组合模型;确定重叠干涉区域并对相应结构件尺寸进行修正;再次组合并进行力学校验,修改相关尺寸和材料;基于BIM设计现场施工工艺。In order to achieve the above object, the present invention provides a prefabricated building construction scheme based on BIM technology, including: establishing a database of different structural parts in BIM application; collecting environmental and geographic information data and using BIM to draw a map to obtain an environmental BIM model; Select different structural parts and environmental BIM models for preliminary combination to obtain a combined model; determine the overlapping interference area and correct the size of the corresponding structural parts; recombine and perform mechanical verification, modify relevant dimensions and materials; design on-site construction technology based on BIM .

其中,所述在BIM应用中建立不同结构件的数据库的具体步骤为:在BIM应用中导入现有的三维建筑模型;对三维建筑模型进行切割以得到结构件对多个结构件分别进行受力测试,测试通过的为合格结构件;测试没通过的为不合格结构件;修改不合格结构件的尺寸和材料重新测试,直至测试合格,成为合格结构件。Wherein, the specific steps of establishing a database of different structural parts in the BIM application are: importing an existing three-dimensional building model in the BIM application; If the test passes the test, it is a qualified structural part; if the test fails, it is an unqualified structural part; modify the size and material of the unqualified structural part and re-test until it passes the test and becomes a qualified structural part.

其中,所述在BIM应用中建立不同结构件的数据库的具体步骤还包括:对合格结构件进行模数化和标准化优化,形成标准结构。Wherein, the specific steps of establishing the database of different structural parts in the BIM application further include: performing modularization and standardization optimization on qualified structural parts to form a standard structure.

其中,所述环境和地理信息数据具体是地形、水文、气候、动植物分布状况的信息。Wherein, the environmental and geographic information data is specifically information on topography, hydrology, climate, and distribution of animals and plants.

其中,所述采集环境和地理信息数据并使用BIM制图,获取环境BIM模型的具体步骤为:采用测绘无人机对区域内的地表信息进行采集;基于地形和水文信息对建筑区域进行规划;规划建筑区域相关的交通路线,得到环境BIM模型。Among them, the specific steps of collecting environmental and geographic information data and using BIM for drawing, and obtaining the environmental BIM model are: using a surveying and mapping drone to collect surface information in the area; planning the building area based on topographic and hydrological information; planning; The traffic route related to the building area is obtained, and the environmental BIM model is obtained.

其中,所述确定重叠干涉区域并对相应结构件尺寸进行修正的具体步骤为:在组合模型中检索模型重叠区域;确定两个相关结构件的重叠区域尺寸并保存为重叠结构;基于重叠结构去除两个相关结构件的重叠结构部分;对相关结构件分别添加重叠结构并进行受力分析;比较两个结构件的受力分析结果,以标准的受力结构确定各个结构件的尺寸。Wherein, the specific steps of determining the overlapping interference area and correcting the size of the corresponding structural member are: retrieving the overlapping area of the model in the combined model; determining the size of the overlapping area of the two related structural members and saving it as an overlapping structure; Overlapping structural parts of two related structural parts; adding overlapping structures to related structural parts and performing stress analysis; comparing the stress analysis results of the two structural parts, and determining the size of each structural part with a standard stress structure.

其中,所述基于BIM设计现场施工工艺的具体步骤为:基于环境BIM模型,规划施工堆放区域;设计施工路线;设计预制墙体吊装工艺;设计叠合板、楼梯和阳台的吊装工艺;设计房顶的吊装工艺。Wherein, the specific steps of designing the on-site construction process based on BIM are: based on the environmental BIM model, plan the construction stacking area; design the construction route; design the prefabricated wall hoisting process; hoisting process.

其中,所述设计预制墙体吊装工艺的具体步骤为:用塔吊缓缓将外墙板吊起并输送到作业位置;塔吊在作业位置上方经引导后使外墙板下落;将外墙板对准地面预埋钢筋并将钢筋插入外墙板;通过螺栓将外墙板和斜支撑杆连接以使外墙板竖直。Wherein, the specific steps of designing the prefabricated wall hoisting process are: using a tower crane to slowly hoist the outer wall panel and transport it to the working position; the tower crane is guided above the working position to drop the outer wall panel; Pre-embed steel bars on the quasi-ground and insert the steel bars into the exterior wall panels; connect the exterior wall panels and diagonal support rods with bolts to make the exterior wall panels vertical.

其中,所述用塔吊缓缓将外墙板吊起并输送到作业位置前,所述施工方案还包括需要检查吊挂和外墙板的连接是否牢固,如果不牢固则需重新连接。Wherein, before the tower crane is used to slowly lift the outer wall panel and transport it to the working position, the construction plan also includes checking whether the connection between the hanging and the outer wall panel is firm, and if not, it needs to be reconnected.

本发明的一种基于BIM技术的装配式建筑施工方案,包括在BIM应用中建立不同结构件的数据库;采集环境和地理信息数据并使用BIM制图,获取环境BIM模型;选择不同的结构件和环境BIM模型进行初步组合,得到组合模型;确定重叠干涉区域并对相应结构件尺寸进行修正;再次组合并进行力学校验,修改相关尺寸和材料;基于BIM设计现场施工工艺。本发明通过对结构件进行标准化设计,并且选择不同的结构件进行初步组合以及使用重叠干涉区域进行尺寸修正,最终再进行力学校验,以确保各个结构件组装不会干涉,并且在组织完成后能够满足设计时要求的力学强度,可以提高装配效率,从而解决解决传统二维设计无法解决构件之间的碰撞问题导致装配效率降低的问题。A prefabricated building construction scheme based on BIM technology of the present invention includes establishing a database of different structural parts in BIM application; collecting environmental and geographic information data and using BIM to draw to obtain an environmental BIM model; selecting different structural parts and environments The BIM model is preliminarily combined to obtain a combined model; the overlapping interference area is determined and the dimensions of the corresponding structural parts are corrected; the mechanical verification is performed again, and the relevant dimensions and materials are modified; the site construction process is designed based on BIM. The present invention standardizes the design of structural parts, selects different structural parts for preliminary combination, uses overlapping interference areas for size correction, and finally performs mechanical verification to ensure that the assembly of each structural part will not interfere, and after the organization is completed The mechanical strength that can meet the design requirements can improve the assembly efficiency, thereby solving the problem that the traditional two-dimensional design cannot solve the problem of collision between components, which leads to the reduction of assembly efficiency.

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 explain the embodiments of the present invention or the technical solutions in the prior art more clearly, the following briefly introduces the accompanying 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 These are some embodiments of the present invention. For those of ordinary skill in the art, other drawings can also be obtained according to these drawings without creative efforts.

图1是本发明的一种基于BIM技术的装配式建筑施工方案的结构图;Fig. 1 is a kind of structural drawing of the prefabricated building construction scheme based on BIM technology of the present invention;

图2是本发明的在BIM应用中建立不同结构件的数据库的流程图;Fig. 2 is the flow chart of establishing the database of different structural members in BIM application of the present invention;

图3是本发明的采集环境和地理信息数据并使用BIM制图,获取环境BIM模型的流程图;Fig. 3 is the flow chart of the present invention that collects environment and geographic information data and uses BIM drawing to obtain an environment BIM model;

图4是本发明的确定重叠干涉区域并对相应结构件尺寸进行修正的流程图。FIG. 4 is a flow chart of determining the overlapping interference area and correcting the size of the corresponding structural member according to the present invention.

具体实施方式Detailed ways

下面详细描述本发明的实施例,所述实施例的示例在附图中示出,其中自始至终相同或类似的标号表示相同或类似的元件或具有相同或类似功能的元件。下面通过参考附图描述的实施例是示例性的,旨在用于解释本发明,而不能理解为对本发明的限制。The following describes in detail the embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein the same or similar reference numerals refer to the same or similar elements or elements having the same or similar functions throughout. The embodiments described below with reference to the accompanying drawings are exemplary, and are intended to explain the present invention and should not be construed as limiting the present invention.

请参阅图1,本发明提供一种基于BIM技术的装配式建筑施工方案,包括:Please refer to FIG. 1, the present invention provides a BIM technology-based prefabricated building construction scheme, including:

S101在BIM应用中建立不同结构件的数据库;S101 Establish the database of different structural parts in BIM application;

请参阅图2,其具体步骤包括:Please refer to Figure 2, the specific steps include:

S201在BIM应用中导入现有的三维建筑模型;S201 Import existing 3D building models in BIM applications;

将施工单位或者设计院提供的结构图纸等结构设计数据导入BIM软件中,并自动创建出三维建筑模型,部件创建失败的需要人工根据设计参数进行三维模型创建。Import the structural design data such as structural drawings provided by the construction unit or design institute into the BIM software, and automatically create a 3D architectural model. If the component creation fails, you need to manually create a 3D model according to the design parameters.

S202对三维建筑模型进行切割以得到结构件;S202 cuts the three-dimensional building model to obtain structural parts;

在三维建筑模型的结构实体位置进行结构件拆分,软件自动截取该区域构件与钢筋,并分别导出成为不同的结构件零件,然后软件生成各个结构件的套筒连接方式、预制结构预留位,粗糙面。另外还可以通过手动修改与水电套管添加等修改菜单对结构件进行类似斜撑安装、铝模安装孔位添加功能。The structural parts are split at the structural entity position of the 3D building model. The software automatically intercepts the components and steel bars in this area, and exports them as different structural parts, and then the software generates the sleeve connection method of each structural part and the reserved position of the prefabricated structure. , rough surface. In addition, you can also perform functions such as diagonal brace installation and aluminum mold installation hole addition functions for structural parts through the manual modification and the addition of hydroelectric bushings and other modification menus.

S203对多个结构件分别进行受力测试,测试通过的为合格结构件;测试没通过的为不合格结构件;S203 Perform stress tests on multiple structural parts respectively, and those that pass the test are qualified structural parts; those that fail the test are unqualified structural parts;

利用软件内置的受力分析模块对结构件进行受力分析,并设定工程力学参数,当测试结构满足工程力学的参数时,就表明结构件合格,没有满足时说明力学结构不符合要求,需要进一步进行局部的修改。Use the built-in force analysis module of the software to analyze the force of the structural parts, and set the engineering mechanics parameters. When the test structure meets the parameters of engineering mechanics, it means that the structural parts are qualified; Further local modifications are made.

S204修改不合格结构件的尺寸和材料重新测试,直至测试合格,成为合格结构件。S204 Modify the size and material of the unqualified structural parts and re-test until the test is passed and become a qualified structural part.

首先修改结构件的尺寸,如果还是不能满足受力要求就修改材料组成,使得结构件可以满足安全上的要求。First, modify the size of the structural parts, and if the force requirements still cannot be met, modify the material composition so that the structural parts can meet the safety requirements.

S205对合格结构件进行模数化和标准化优化,形成标准结构。S205 performs modularization and standardization optimization on qualified structural parts to form a standard structure.

建筑模数单位是建筑结构件选定的标准尺寸单位,并作为尺寸协调中的增值单位。在建筑模数协调中选用的基本尺寸单位,其数值为100mm,符号为M,即1M=100mm,世界上大部分国家均以此为基本模数。基本模数的整数值称为扩大模数。整数除基本模数的数值称为分模数。模数化可以使得在以后设计类似的项目时,可以直接调用而无需再重复设计结构件,从而可以大大地提升设计效率。The building module unit is the standard size unit selected for building structural parts, and is used as a value-added unit in size coordination. The basic size unit selected in the coordination of building modulus, its value is 100mm, the symbol is M, that is, 1M=100mm, and most countries in the world use this as the basic modulus. The integer value of the base modulus is called the extended modulus. The value obtained by dividing the fundamental modulus by an integer is called the fractional modulus. Modularization can make it possible to directly call the design of similar projects in the future without repeating the design of structural parts, which can greatly improve the design efficiency.

S102采集环境和地理信息数据并使用BIM制图,获取环境BIM模型;S102 Collect environmental and geographic information data and use BIM to draw to obtain the environmental BIM model;

所述环境和地理信息数据具体是地形、水文、气候、动植物分布状况等方面的信息,这些信息可以对建筑区域的规划提供足够的信息,并且根据不同的建筑地形也需要采用不同的结构件以满足各种建设要求。请参阅图3,其具体步骤包括:The environmental and geographic information data is specifically information on terrain, hydrology, climate, distribution of animals and plants, etc., which can provide sufficient information for the planning of building areas, and different structural components need to be used according to different building terrains. to meet various construction requirements. Please refer to Figure 3, the specific steps include:

S301采用测绘无人机对区域内的地表信息进行采集;S301 uses surveying and mapping drones to collect surface information in the area;

测绘无人机可以自主航线飞行并进行高精度的地图自动采集,从而可以获取地形、水文、气候、动植物分布状况等方面的信息。Surveying and mapping drones can fly autonomously and automatically collect high-precision maps, so as to obtain information on topography, hydrology, climate, distribution of animals and plants, etc.

S302基于地形和水文信息对建筑区域进行规划;S302 Plan building areas based on topographic and hydrological information;

地面的形态多样,有些地方适合建筑,有些地方适合进行动植物保护和公园建设,另外还要考虑地形中水文的影响,结合这些因素对建筑的区域进行规划,并最终到建筑区域进行地质方面的详细检测,得到建筑区域的详细地质信息。The ground has various forms, some places are suitable for buildings, and some places are suitable for animal and plant protection and park construction. In addition, the influence of hydrology in the terrain should be considered. Combine these factors to plan the area of the building, and finally carry out the geological aspects of the building area. Detailed inspection to obtain detailed geological information of the building area.

S303规划建筑区域相关的交通路线,得到环境BIM模型。S303 plans traffic routes related to the building area, and obtains an environmental BIM model.

交通路线不仅用于日后的用户出行,目前更用于建筑的施工建设,因此在建筑区域确定之后,规划交通路线就可以确保各种物资可以被运输到相应的建筑区域进行建设,从而为建筑施工打下基础。Traffic routes are not only used for user travel in the future, but are also used for building construction at present. Therefore, after the construction area is determined, planning the traffic route can ensure that various materials can be transported to the corresponding building area for construction. lay the foundation.

S103选择不同的结构件和环境BIM模型进行初步组合,得到组合模型;S103 Select different structural parts and environmental BIM models for preliminary combination to obtain a combined model;

在不同的建筑区域内可能需要不同的建筑设计风格和不同类别的结构件,因此根据设计要求,在不同的的区域内选择不同的结构件进行组装,可以用来检测设计效果,并进行适当的调整。Different architectural design styles and different types of structural parts may be required in different building areas. Therefore, according to the design requirements, different structural parts are selected in different areas for assembly, which can be used to detect the design effect and make appropriate adjustments. Adjustment.

S104确定重叠干涉区域并对相应结构件尺寸进行修正;S104 determines the overlapping interference area and corrects the size of the corresponding structural member;

请参阅图4,其具体步骤包括:Please refer to Figure 4, the specific steps include:

S401在组合模型中检索模型重叠区域;S401 retrieves the model overlapping area in the combined model;

使用BIM相关的软件检索模型的干涉情况,并进行标注,如此可以明显直观地看出整个建筑模型中各个区域的干涉情况。Use BIM-related software to retrieve the interference situation of the model and mark it, so that the interference situation of each area in the entire building model can be clearly and intuitively seen.

S402确定两个相关结构件的重叠区域尺寸并保存为重叠结构;S402 determines the size of the overlapping area of the two related structural members and saves it as an overlapping structure;

确定不同截面中两个结构件的相交线,并采用过渡曲面的方式将所有的相交线连接以生成重叠结构,然后对重叠结构的精度进行调整,使其符合力学计算的需要。Determine the intersection lines of two structural parts in different sections, and use transition surfaces to connect all intersection lines to generate overlapping structures, and then adjust the accuracy of the overlapping structures to meet the needs of mechanical calculations.

S403基于重叠结构去除两个相关结构件的重叠结构部分;S403 removes the overlapping structural parts of the two related structural members based on the overlapping structure;

先将两个相关结构件分别去除掉重叠结构的部分,然后分别将重叠结构添加到两个相关结构件进行两次受力分析。First, the overlapping structures are removed from the two related structural parts, and then the overlapping structures are added to the two related structural parts for two force analysis.

S404对相关结构件分别添加重叠结构并进行受力分析S404 Add overlapping structures to relevant structural parts and perform force analysis

S405比较两个结构件的受力分析结果,以标准的受力结构确定各个结构件的尺寸。S405 compares the force analysis results of the two structural members, and determines the size of each structural member with a standard force-bearing structure.

S105再次组合并进行力学校验,修改相关尺寸和材料;S105 recombine and perform mechanical verification, modify relevant dimensions and materials;

依次从上往下对建筑模型中的所有重叠结构进行总的力学计算,然后对不符合要求的尺寸进行改进或者更改材料以使所有结构件都满足力学要求。Perform a total mechanical calculation for all overlapping structures in the building model sequentially from top to bottom, and then make improvements to non-compliant dimensions or change materials to make all structural members meet the mechanical requirements.

S106基于BIM设计现场施工工艺。S106 Design site construction process based on BIM.

所述基于BIM设计现场施工工艺的具体步骤为:基于环境BIM模型,规划施工区域,对不同的建筑模型会使用到不同的结构和材料,因此需要对施工区域进行规划,从而确定不同的材料的放置区域,堆放时应按吊装顺序、规格、品种、所用幢号房等分区配套堆放,不同构件堆放之间宜设宽度为0.8~1.2m的通道,并有良好的排水措施;设计施工路线,在施工过程中需要频繁地进出运输各种材料和废物,因此需要设计材料的运输路线和肥料的输出路线,达到运输线路最大化使用,现场运输道路应平整坚实,以防止车辆摇晃时引致构件碰撞、扭曲和变形;设计墙体吊装顺序,预制墙板吊装顺序的确定,需遵循便于施工,利于安装的原则,可采用从一侧到另一侧的吊装顺序,所述预制墙体吊装工艺顺序的具体步骤为:检查吊挂和外墙板的连接是否牢固,如果不牢固则需重新连接;用塔吊缓缓将外墙板吊起并输送到作业位置;塔吊在作业位置上方经施工人员引导放置外墙板下落;将外墙板对准地面预埋钢筋并将钢筋插入外墙板;通过螺栓将外墙板和斜支撑杆连接以使外墙板竖直。所述设计叠合板、楼梯和阳台的吊装工艺的具体步骤是:检查各个零部件是否符合要求;将各个零部件和吊具进行安装;起吊零部件并微调各个零部件的角度;将各个零部件吊装至安装位置;下降零部件并进行临时支撑;进行连接部位的灌浆;拆除临时支撑。按照相同的原则可以设计房顶的吊装工艺,以完成最终的组装。The specific steps of designing the on-site construction process based on BIM are: planning the construction area based on the environmental BIM model, different structures and materials will be used for different building models, so the construction area needs to be planned to determine the different materials. The placement area should be stacked according to the order of hoisting, specifications, varieties, and the number of buildings used. A channel with a width of 0.8-1.2m should be set up between the stacking of different components, and there should be good drainage measures; design the construction route, In the construction process, various materials and wastes need to be transported frequently in and out. Therefore, it is necessary to design material transportation routes and fertilizer output routes to maximize the use of transportation routes. The on-site transportation roads should be flat and solid to prevent the collision of components caused by vehicle shaking. , distortion and deformation; design the wall hoisting sequence, determine the prefabricated wall panel hoisting sequence, follow the principles of ease of construction and installation, the hoisting sequence from one side to the other side can be used, the prefabricated wall hoisting process sequence The specific steps are: check whether the connection between the hanging and the outer wall panel is firm, if not, it needs to be reconnected; use the tower crane to slowly lift the outer wall panel and transport it to the working position; the tower crane is above the working position and guided by the construction personnel Place the outer wall panel to drop; align the outer wall panel with the pre-embedded steel bars on the ground and insert the steel bars into the outer wall panel; connect the outer wall panel and the diagonal support rods by bolts to make the outer wall panel vertical. The specific steps of designing the hoisting process of the laminated board, the stairs and the balcony are: checking whether each component meets the requirements; installing each component and the hanger; hoisting the component and fine-tuning the angle of each component; Hoisting to the installation position; lowering the components and providing temporary support; grouting the connection part; removing the temporary support. The roof hoisting process can be designed according to the same principles to complete the final assembly.

以上所揭露的仅为本发明一种较佳实施例而已,当然不能以此来限定本发明之权利范围,本领域普通技术人员可以理解实现上述实施例的全部或部分流程,并依本发明权利要求所作的等同变化,仍属于发明所涵盖的范围。The above disclosure is only a preferred embodiment of the present invention, and of course, it cannot limit the scope of rights of the present invention. Those of ordinary skill in the art can understand that all or part of the process for realizing the above-mentioned embodiment can be realized according to the rights of the present invention. The equivalent changes required to be made still belong to the scope covered by the invention.

Claims (9)

1.一种基于BIM技术的装配式建筑施工方案,其特征在于,1. a prefabricated building construction scheme based on BIM technology, is characterized in that, 包括:在BIM应用中建立不同结构件的数据库;Including: establishing the database of different structural parts in BIM application; 采集环境和地理信息数据并使用BIM制图,获取环境BIM模型;Collect environmental and geographic information data and use BIM drawing to obtain environmental BIM models; 选择不同的结构件和环境BIM模型进行初步组合,得到组合模型;Select different structural parts and environmental BIM models for preliminary combination to obtain a combined model; 确定重叠干涉区域并对相应结构件尺寸进行修正;Determine the overlapping interference area and correct the size of the corresponding structural parts; 再次组合并进行力学校验,修改相关尺寸和材料;Combine again and perform mechanical verification, modify relevant dimensions and materials; 基于BIM设计现场施工工艺。Design on-site construction technology based on BIM. 2.如权利要求1所述的一种基于BIM技术的装配式建筑施工方案,其特征在于,2. a kind of prefabricated building construction scheme based on BIM technology as claimed in claim 1, is characterized in that, 所述在BIM应用中建立不同结构件的数据库的具体步骤为:The specific steps for establishing the database of different structural components in the BIM application are as follows: 在BIM应用中导入现有的三维建筑模型;Import existing 3D building models in BIM applications; 对三维建筑模型进行切割以得到结构件;Cutting the 3D building model to obtain structural parts; 对多个结构件分别进行受力测试,测试通过的为合格结构件;测试没通过的为不合格结构件;Carry out stress tests on multiple structural parts respectively, and those that pass the test are qualified structural parts; those that fail the test are unqualified structural parts; 修改不合格结构件的尺寸和材料重新测试,直至测试合格,成为合格结构件。Modify the size and material of the unqualified structural parts and re-test until the test is passed and become a qualified structural part. 3.如权利要求2所述的一种基于BIM技术的装配式建筑施工方案,其特征在于,3. a kind of prefabricated building construction scheme based on BIM technology as claimed in claim 2, is characterized in that, 所述在BIM应用中建立不同结构件的数据库的具体步骤还包括:The specific steps of establishing the database of different structural components in the BIM application further include: 对合格结构件进行模数化和标准化优化,形成标准结构。Modularization and standardization optimization of qualified structural parts are carried out to form standard structures. 4.如权利要求1所述的一种基于BIM技术的装配式建筑施工方案,其特征在于,4. a kind of prefabricated building construction scheme based on BIM technology as claimed in claim 1, is characterized in that, 所述环境和地理信息数据具体是地形、水文、气候、动植物分布状况的信息。The environmental and geographic information data is specifically information on topography, hydrology, climate, and distribution of animals and plants. 5.如权利要求3所述的一种基于BIM技术的装配式建筑施工方案,其特征在于,5. a kind of prefabricated building construction scheme based on BIM technology as claimed in claim 3 is characterized in that, 所述采集环境和地理信息数据并使用BIM制图,获取环境BIM模型的具体步骤为:The specific steps for acquiring the environmental BIM model by collecting environmental and geographic information data and using BIM for drawing are as follows: 采用测绘无人机对区域内的地表信息进行采集;Use surveying and mapping drones to collect surface information in the area; 基于地形和水文信息对建筑区域进行规划;Planning of building areas based on topographic and hydrological information; 规划建筑区域相关的交通路线,得到环境BIM模型。Plan the traffic routes related to the building area and obtain the environmental BIM model. 6.如权利要求3所述的一种基于BIM技术的装配式建筑施工方案,其特征在于,6. a kind of prefabricated building construction scheme based on BIM technology as claimed in claim 3, is characterized in that, 所述确定重叠干涉区域并对相应结构件尺寸进行修正的具体步骤为:The specific steps of determining the overlapping interference area and correcting the size of the corresponding structural component are: 在组合模型中检索模型重叠区域;Retrieve model overlap regions in combined models; 确定两个相关结构件的重叠区域尺寸并保存为重叠结构;Determine the size of the overlapping area of two related structural parts and save it as an overlapping structure; 基于重叠结构去除两个相关结构件的重叠结构部分;Remove overlapping structural parts of two related structural members based on the overlapping structure; 对相关结构件分别添加重叠结构并进行受力分析;Add overlapping structures to relevant structural parts and perform force analysis; 比较两个结构件的受力分析结果,以标准的受力结构确定各个结构件的尺寸。Compare the force analysis results of the two structural members, and determine the dimensions of each structural member with a standard force-bearing structure. 7.如权利要求5所述的一种基于BIM技术的装配式建筑施工方案,其特征在于,7. A kind of prefabricated building construction scheme based on BIM technology as claimed in claim 5, is characterized in that, 所述基于BIM设计现场施工工艺的具体步骤为:The specific steps of the on-site construction technology based on BIM design are as follows: 基于环境BIM模型,规划施工堆放区域;Based on the environmental BIM model, plan the construction stacking area; 设计施工路线;Design the construction route; 设计预制墙体吊装工艺;Design prefabricated wall hoisting process; 设计叠合板、楼梯和阳台的吊装工艺;Design the hoisting process of laminated panels, stairs and balconies; 设计房顶的吊装工艺。Design the hoisting process of the roof. 8.如权利要求7所述的一种基于BIM技术的装配式建筑施工方案,其特征在于,8. A kind of prefabricated building construction scheme based on BIM technology as claimed in claim 7, is characterized in that, 所述设计预制墙体吊装工艺的具体步骤为:The specific steps of designing the prefabricated wall hoisting process are as follows: 用塔吊缓缓将外墙板吊起并输送到作业位置;Use the tower crane to slowly lift the outer wall panel and transport it to the working position; 塔吊在作业位置上方经引导后使外墙板下落;After the tower crane is guided above the working position, the outer wall panel falls; 将外墙板对准地面预埋钢筋并将钢筋插入外墙板;Align the exterior wall panel with the pre-embedded steel bars on the ground and insert the steel bars into the exterior wall panel; 通过螺栓将外墙板和斜支撑杆连接以使外墙板竖直。Connect the outer wall panel and the diagonal struts by bolts to make the outer wall panel vertical. 9.如权利要求8所述的一种基于BIM技术的装配式建筑施工方案,其特征在于,9. A kind of prefabricated building construction scheme based on BIM technology as claimed in claim 8, is characterized in that, 所述用塔吊缓缓将外墙板吊起并输送到作业位置前,所述施工方案还包括:The construction plan further includes: 需要检查吊挂和外墙板的连接是否牢固,如果不牢固则需重新连接。It is necessary to check whether the connection between the hanging and the external wall panel is firm, if not, it needs to be reconnected.
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