建筑钢结构进展2025，Vol.27Issue(4)：1-13,13.DOI:10.13969/j.jzgjgjz.20231101001
模块化钢结构建筑连接技术及鲁棒性研究进展与展望
State-of-the-Art Research and Prospect of Inter-Module Connections and Robustness of Modular Steel Buildings
摘要
Abstract
With the advantages of standardization,integration and industrialization,modular steel building has quickly attracted the attention of academia and industry.In this paper,the authors summarize the semi-rigid and rigid connection of modular steel buildings and mainly focus on weak connection,poor cooperative performance of adjacent components and weak robustness.The advantages and disadvantages of existing modular connections are elaborated from mechanical mechanism and construction.The idea of"connected at both beam and column end"is proposed.For the cooperative performance of beam-beam and column-column between modules,the similarities and differences with steel-concrete composite beams and lattice columns are analyzed.Considering the decoration and construction,the solution of composite beam(column)with discontinuous connection is put forward.Additionally,the patterns influencing the robustness of modular steel buildings are summarized.Based on the existing research,it is recommended to conduct more in-depth research on rigid connections between modules,composite components with discontinuous connection,and system analysis.关键词
模块化钢结构建筑/模块间连接节点/构件协同工作/鲁棒性/非连续连接组合梁(柱)Key words
modular steel building/module-to-module connection/component cooperative work/robustness/composite beam(column)with discontinuous connection分类
土木建筑引用本文复制引用
陈金林,侯兆新,龚超,刘兆祥,赵木子,付张鑫..模块化钢结构建筑连接技术及鲁棒性研究进展与展望[J].建筑钢结构进展,2025,27(4):1-13,13.基金项目
深圳市科技计划(CJGJZD20230724093302005) （CJGJZD20230724093302005）
