桥梁工程 2026年 第卷 第08期

DOI: 10. 7672 / sgjs2026080112

基于数字模型的梁柱式支架设计方法研究与应用

徐龙坤

作者简介:

徐龙坤,高级工程师,E⁃mail:286810302@ qq. com

作者单位:

中铁十八局集团隧道工程有限公司,重庆 401135

基金项目:

∗中铁十八局集团隧道工程有限公司科研项目:铁路连续梁 0 号块BIM 建模综合技术研究

摘要:

结合项目实践,在对临时结构设计特征分析的基础上,采用数字模型技术,通过在图形系统中建立混凝土主梁、模板、方木、小横向分配梁、主承重梁、大横向分配梁、钢管立柱、条形基础等功能图形对象,建立梁柱式支架设计模型,通过对这些功能图形对象的操作,便捷查询梁柱式支架的力学计算结果,自动生成三维力学计算的Midas 命令流、梁柱式支架的施工详图、设计方案的工程数量表,实现了梁柱式支架设计的简单化、规范化和高效率,且具有良好的适应性,有利于桥梁施工梁柱式支架的反复比选及施工项目的挖潜增效.

English:

Combining the practical experience and based on analysis of the design characteristics oftemporary structures, this paper adopts digital modeling technology. By establishing functional graphicobjects in the graphics system, including concrete main beams, formworks, square timbers, smalltransverse distribution beams, main load⁃bearing beams, large transverse distribution beams, steel pipecolumns, and strip foundations, a design model for beam⁃column formwork support is created. Throughoperation on these functional graphic objects, mechanical calculation results of beam⁃column formworksupport can be conveniently queried, while automatically generating Midas command streams for 3Dmechanical calculations, construction detail drawings of beam⁃column formwork support, and engineeringquantity tables for design schemes. This realizes simplified, standardized, and highly efficient design ofbeam⁃column formwork support, with good adaptability. It is conducive to repeated comparison andselection of beam⁃column formwork support in bridge construction, as well as potential excavation andefficiency improvement in construction projects.