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Reinforcement Placement in a Concrete Slab Object Using Structural Building Information Modeling

机译:使用结构建筑物信息模型的钢筋在混凝土板对象中的放置

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摘要

In recent decades, the use of Reinforced Concrete (RC) structures such as conventional RC structures, flat plate structures, ribbed slabs, waffle slabs, etc. has become common in residential apartment buildings and mixed-use buildings in the Far East, South East, Middle East, and around the world. Numerous experts work together for the design, construction, and supply of materials. Reinforcement bar configurations are usually designed and specified by structural engineers during the construction document phase without input from the project stakeholders such as rebar detailers, fabricators, and spacers. Rebar detailers use shop drawings to form reinforcement bars for fabrication and placement. The adoption of new technologies such as set-based design and lean construction can save time and cost and ensure quality and safety during the construction process. This article examines and considers the contribution factors of downstream project stakeholders through their experiences such as rebar detailers, fabricators, and spacers during structural design using the Building Information Modeling (BIM) system. In this article, the novel modeling technology of placing reinforcement bar in the reinforced concrete flat plate floor system has been developed using the parametric design technology of 3D structural BIM, which can be converted into working drawings and shop drawings. The model can also be used for the rebar fabrication with an automatic bar bending and cutting machine. This research examines the interoperability among the structural model, the structural analysis and design results of a concrete flat plate that satisfy minimum thickness requirements and sustained and long-term deflection criteria. The numerical experiment for the automated concrete flat plate modeling using a 66-story mixed-use building in a 3D virtual environment including reinforcement bar modeling using structural BIM has been completed as the part of this study.
机译:近几十年来,在远东,东南部的住宅公寓和混合用途建筑中,已普遍使用钢筋混凝土(RC)结构,例如常规RC结构,平板结构,肋板,华夫格板等。 ,中东以及世界各地。许多专家共同致力于材料的设计,构造和供应。钢筋配置通常是由结构工程师在施工文档阶段设计和指定的,而没有项目相关方(例如钢筋细化器,制造商和垫片)的输入。钢筋详图员使用车间图纸来形成用于制造和放置的钢筋。采用基于集的设计和精益施工等新技术可以节省时间和成本,并在施工过程中确保质量和安全。本文通过使用建筑信息模型(BIM)系统进行结构设计期间的下游项目涉众(例如钢筋细部设计者,制造商和间隔件)的经验来研究和考虑其影响因素。在本文中,使用3D结构BIM的参数设计技术开发了将钢筋放置在钢筋混凝土平板地板系统中的新颖建模技术,该技术可以转换为工作图和车间图。该模型还可用于带有自动钢筋弯曲和切割机的钢筋制造。本研究考察了满足最小厚度要求以及持续和长期挠度准则的混凝土平板的结构模型,结构分析和设计结果之间的互操作性。作为本研究的一部分,已经完成了在3D虚拟环境中使用66层混合用途建筑物进行自动混凝土平板建模的数值实验,其中包括使用结构BIM进行钢筋建模。

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    Department of Architectural Engineering, Hanyang University, Ansan, Kyunggi-Do, R.O. Korea 426-791;

    Department of Architectural Engineering, Hanyang University, Ansan, Kyunggi-Do, R.O. Korea 426-791;

    College of Architecture, Texas A & M University, College Station, TX, USA;

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