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基于 Dynamo 的桁架钢筋混凝土叠合板参数化设计
文志彬,罗 毅,吴琴锋,范 超,张 勤
摘 要

(基准方中建筑设计股份有限公司,成都 610021)

 

摘要: 为提高桁架钢筋混凝土叠合板的深化设计效率与精度,将参数化理念与预制构件深化设计相结合.在Revit 平台上基于可视化编程工具 Dynamo,编制了桁架钢筋混凝土叠合板参数化设计程序,实现了一键生成叠合板钢筋模型、一键统计钢筋信息的功能,同时详述了程序在编制过程中所用到的关键节点及算法.最后,将此程序应用于某商业综合体叠合板的深化设计中,大幅提高了桁架钢筋混凝土叠合板的深化设计效率与精度,拓宽了现阶段 Dynamo 的应用范围,为 Dynamo 在预制构件深化设计领域中的应用提供了参考.

 

关键词: Dynamo;可视化编程;桁架钢筋混凝土叠合板;BIM 技术;深化设计

 

中图分类号:TU375.2 文献标志码:A 文章编号:1002-848X(2022)18-0128-05

 

DOI:10.19701 / j.jzjg.LS202082

 

Parametric design of the precast concrete slab with truss rebar based on Dynamo

 

WEN Zhibin,LUO Yi,WU Qinfeng,FAN Chao,ZHANG Qin

 

(JZFZ Architectural Design Co. ,Ltd. ,Chengdu 610021,China)

 

Abstract: In order to improve the detailed design efficiency and accuracy of the precast concrete slab with truss rebar,theparametric concept was combined with the detailed design of prefabricated components. On the Revit platform,based on thevisual programming tool Dynamo,a parametric design program for precast concrete slab with truss rebar was compiled,which realizes the functions of one-key generation of composite slab reinforcement models and one-key statisticalreinforcement information. At the same time,the key nodes and algorithms used in the programming process were describedin detail. Finally,the program was applied to the detailed design of the composite slab of a commercial complex,whichgreatly improved the efficiency and accuracy of the detailed design of the precast concrete slab with truss rebar,broadenedthe application scope of Dynamo,and provided a reference for the application of Dynamo in the field of detailed design ofprefabricated components.

 

Keywords:Dynamo;visual programming;precast concrete slab with truss rebar;BIM technology;detailed design

 

第一作者:文志彬,硕士,一级注册结构工程师,注册土木工程师(岩土),主要从事建筑结构设计与 BIM 技术研发与应用,Email:475832547@ qq. com.

 

[引用本文] 文志彬,罗毅,吴琴锋,等. 基于 Dynamo 的桁架钢筋混凝土叠合板参数化设计[J]. 建筑结构,2022,52(18):128-132. WEN Zhibin,LUO Yi,WU Qinfeng,et al. Parametric design of the precast concrete slab with truss rebarbased on Dynamo[J]. Building Structure,2022,52(18):128-132.

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