模块化钢结构连接节点、单元与结构体系研究进展

舒赣平; 廖晧翔; 墨泽; 郑宝锋

doi:10.13206/j.gjgS26073101

模块化钢结构连接节点、单元与结构体系研究进展

doi: 10.13206/j.gjgS26073101

东南大学土木工程学院, 南京 211189

基金项目:

国家自然科学基金项目（52278156）。

详细信息

作者简介:
舒赣平，博士，教授，主要从事装配式钢结构方面的研究。

计量
- 文章访问数: 9
- HTML全文浏览量: 4
- PDF下载量: 0
- 被引次数: 0
出版历程
- 收稿日期: 2026-07-31

Research Progress on Inter-Module Connections， Modular Steel Units， and Structural Systems of Modular Steel Buildings

School of Civil Engineering, Southeast University, Nanjing 211189, China

摘要

摘要: 随着建筑工业化的不断推进，模块化建筑凭借预制程度高、施工速度快、现场作业少以及绿色低碳等优势在全球得到了广泛应用。其中，模块化钢结构建筑以模块化钢结构单元为基本组件，通过模块化钢结构连接节点连接而成，具有轻质高强、便于工业化生产等优点。目前，国内外学者已围绕模块化钢结构连接节点、模块化钢结构单元和模块化钢结构体系开展了大量研究。基于此，对模块化钢结构连接节点、模块化钢结构单元和模块化钢结构体系三个层面的研究进展进行梳理，总结了不同类型模块化钢结构连接节点的构造形式和力学性能，归纳了不同模块化钢结构单元的受力性能与破坏模式，分析了模块化钢结构体系的静力承载与动力抗震性能，并对模块化钢结构未来的研究方向进行展望。
- 模块化钢结构 /
- 连接节点 /
- 模块化钢结构单元 /
- 结构体系 /
- 研究进展
Abstract: With the continued advancement of construction industrialization， modular buildings have been widely adopted worldwide owing to their high degree of prefabrication， rapid construction， reduced on-site operation， and environmental sustainability. Among these systems， modular steel buildings are assembled from modular steel units through inter-module connections and offer the advantages of high strength-to-weight ratio and suitability for industrialized production. Extensive studies have been conducted on inter-module connections， modular steel units， and modular steel building systems. On this basis， this paper systematically reviews the research progress at these three levels. The structural configurations and mechanical properties of different types of inter-module connections are summarized； the mechanical behaviors and failure modes of various modular steel units are reviewed； and the static load-carrying performance and dynamic seismic performance of modular steel building systems are examined. Future research directions for modular steel buildings are also proposed.
- modular steel building /
- inter-module connection /
- modular steel unit /
- structural system /
- research progress

HTML全文

参考文献(54)

[1]	李爱群，周通，缪志伟. 模块化建筑体系研究进展[J]. 工业建筑，2018，48（3）:132-139.
[2]	Lawson M，Ogden R，Goodier C I，et al. Design in modular construction[M]. Boca Raton:CRC Press，2014.
[3]	张肇毅. 钢结构模块建筑发展趋势的研究[J]. 中国建筑金属结构，2015（5）:68-71.
[4]	Boyd N，Khalfan M M A，Maqsood T. Off-site construction of apartment buildings[J]. Journal of Architectural Engineering，2013，19（1）:51-57.
[5]	Lacey A W，Chen W，Hao H，et al. Structural response of modular buildings-an overview[J]. Journal of Building Engineering，2018，16:45-56.
[6]	Deng E F，Zong L，Ding Y，et al. Seismic behavior and design of cruciform bolted module-to-module connection with various reinforcing details[J]. Thin-Walled Structures，2018，133:106-119.
[7]	Deng E F，Zong L，Ding Y，et al. Monotonic and cyclic response of bolted connections with welded cover plate for modular steel construction[J]. Engineering Structures，2018，167:407-419.
[8]	刘明扬，王燕，郏书朔. 新型模块化钢框架板式内套筒连接节点力学性能研究[J]. 钢结构，2018，33（1）:1-5.
[9]	宋海涛，王江涛，陈永旗，等. 模块化钢框架外套筒焊接连接节点的抗震性能试验研究[J]. 建筑钢结构进展，2026，28（3）:71-81.
[10]	Lacey A W，Chen W，Hao H，et al. Shear behavior of post-tensioned inter-module connection for modular steel buildings[J]. Journal of Constructional Steel Research，2019，162:105707.
[11]	Chen Z，Li H，Chen A，et al. Research on pretensioned modular frame test and simulations[J]. Engineering Structures，2017，151:774-787.
[12]	陈志华，刘洋，钟旭，等. 模块连接节点分析设计及其剪切性能试验研究[J]. 天津大学学报（自然科学与工程技术版），2019，52（增刊2）:9-15.
[13]	Dai X M，Zong L，Ding Y，et al. Experimental study on seismic behavior of a novel plug-in self-lock joint for modular steel construction[J]. Engineering Structures，2019，181:143-164.
[14]	Dai X M，Zong L，Ding Y，et al. Seismic behavior of demountable self-lock joint for middle column connection in modular steel construction[J]. Buildings，2024，14（1）:275.
[15]	He J，Zhou X，Xu F，et al. Seismic performance of self-centring connections with two energy dissipation stages for reusable modular steel buildings[J]. Thin-Walled Structures，2024，196:111442.
[16]	Duan Y，Ping T Y，Young B，et al. Behaviour of an innovative inter-module connection system for high-rise steel modular buildings[J]. Engineering Structures，2025，343:121209.
[17]	Lee S S，Bae K W，Park K S，et al. An experimental evaluation of structural performance for the beam to column joints in unit modular system[J]. Journal of Korean Society of Steel Construction，2013，25（3）:255-265.
[18]	Gunawardena T. Behaviour of prefabricated modular buildings subjected to lateral loads[D]. Melbourne:Department of Infrastructure Engineering，2016.
[19]	王燕，马强强，杨松森. 装配式钢结构梁柱内套筒组合螺栓连接节点力学性能研究[J]. 天津大学学报（自然科学与工程技术版），2016，49（1）:73-79.
[20]	Deng E F，Yan J B，Ding Y，et al. Analytical and numerical studies on steel columns with novel connections in modular construction[J]. International Journal of Steel Structures，2017，17（4）:1613-1626.
[21]	Zhang G，Xu L H，Li Z X. Development and seismic retrofit of an innovative modular steel structure connection using symmetrical self-centering haunch braces[J]. Engineering Structures，2021，229:111671.
[22]	张艳霞，侯兆新，张爱林，等. 箱形钢柱螺栓连接节点试验研究[J]. 钢结构（中英文），2021，36（1）:34-49.
[23]	Lacey A W，Chen W，Hao H，et al. New interlocking inter-module connection for modular steel buildings:Experimental and numerical studies[J]. Engineering Structures，2019，198:109465.
[24]	Chen Z，Liu J，Yu Y，et al. Experimental study of an innovative modular steel building connection[J]. Journal of Constructional Steel Research，2017，139:69-82.
[25]	Chen Z，Liu J，Yu Y. Experimental study on interior connections in modular steel buildings[J]. Engineering Structures，2017，147:625-638.
[26]	Mo Z，Shu G P，Liu W，et al. Bending，shear，and tensile properties of internal connection in modular steel construction[J]. Journal of Constructional Steel Research，2025，229:109486.
[27]	Mo Z，Shu G P，Liu W，et al. Seismic properties，calculation method，and equivalent model of internal connection in modular steel building[J]. Journal of Building Engineering，2025，99:111613.
[28]	Lawson R M，Ogden R G.‘Hybrid’ light steel panel and modular systems[J]. Thin-Walled Structures，2008，46（7/8/9）:720-730.
[29]	Annan C D，Youssef M A，Naggar M H. Seismic overstrength in braced frames of modular steel buildings[J]. Journal of Earthquake Engineering，2009，13（1）:1-21.
[30]	Annan C D，Youssef M A，Naggar M H. Experimental evaluation of the seismic performance of modular steel-braced frames[J]. Engineering Structures，2009，31（7）:1435-1446.
[31]	Ha T H，Cho B H，Kim H，et al. Development of an efficient steel beam section for modular construction based on six‐sigma[J]. Advances in Materials Science and Engineering，2016，2016（1）:9687078.
[32]	Hong S G，Cho B H，Chung K S，et al. Behavior of framed modular building system with double skin steel panels[J]. Journal of Constructional Steel Research，2011，67（6）:936-946.
[33]	查晓雄，王璐璐，钟善桐. 构建多层集装箱改造房的方法及确保其安全性实用公式推导[J]. 建筑结构，2010，40（增刊2）:462-465.
[34]	左洋，查晓雄. 开洞集装箱房屋结构纵向刚度分析[J]. 天津大学学报（自然科学与工程技术版），2015，48（2）:167-176.
[35]	曹轲，李国强，陆烨. 无侧移半刚性连接箱式模块化框架的稳定分析[J]. 建筑科学与工程学报，2016，33（1）:83-89.
[36]	张庆昱，张平平，雷岳强，等. 水平往复荷载作用下模块化箱式集成房屋结构受力性能试验研究[J]. 工业建筑，2020，50（11）:168-173.
[37]	张俊峰，杨大雍，胡文悌，等. 拆装式箱型房屋整体抗弯刚度研究[J]. 钢结构，2016，31（12）:28-32.
[38]	张俊峰，张英豪，赵俊杰，等. 可拆装式箱型房屋整体受力性能研究[J]. 建筑钢结构进展，2023，25（3）:1-13.
[39]	张鹏飞，张锡治，陈志华，等. 模块化建筑结构体系研究[C]// 第十五届全国现代结构工程学术研讨会论文集. 开封:2015:845-850.
[40]	Annan C D，Youssef M A，El Naggar M H. Seismic vulnerability assessment of modular steel buildings[J]. Journal of Earthquake Engineering，2009，13（8）:1065-1088.
[41]	张惊宙，陆烨，李国强. 三维钢结构模块建筑结构受力性能分析[J]. 建筑钢结构进展，2015，17（4）:57-64.
[42]	杨晓杰，陆烨，顾超，等. 新型多高层钢结构箱式模块建筑的设计[J]. 建筑钢结构进展，2016，18（5）:41-47.
[43]	Liu Y，Chen Z，Liu J，et al. Lateral stiffness evaluation on corner-supported thin walled modular steel structures[J]. Thin-Walled Structures，2020，157:106967.
[44]	Zhong C，Feng R，Hui Z，et al. Experimental，numerical simulation and design methodology of axial compression performance of combined steel columns for modular buildings[J]. Journal of Building Engineering，2024，98:111439.
[45]	Zhang J Z，Deng Y T，Li G Q，et al. Collapse performance of steel modular building under corner module loss:full-scale test and analysis[J]. Engineering Structures，2025，337:120360.
[46]	刘文睿. 新型模块化钢结构建筑单元力学性能及结构抗震性能研究[D]. 南京:东南大学，2025.
[47]	Fathieh A，Mercan O. Seismic evaluation of modular steel buildings[J]. Engineering Structures，2016，122:83-92.
[48]	Shirokov V S，Kholopov I S，Solovejv A V. Determination of the frequency of natural vibrations of a modular building[J]. Procedia Engineering，2016，153:655-661.
[49]	Fiorino L，Macillo V，Landolfo R. Shake table tests of a full-scale two-story sheathing-braced cold-formed steel building[J]. Engineering Structures，2017，151:633-647.
[50]	曹轲，翟思源，李国强，等. 柱承重模块化钢框架抗侧刚度足尺试验与理论计算方法研究[J]. 建筑结构学报，2021，42（增刊1）:55-61.
[51]	黄敦坚. 隔震技术在模块化建筑中的应用研究[D]. 广州:广州大学，2016.
[52]	尚继英，谭平，张亚飞，等. 模块化钢框架变摩擦摆隔震结构抗震性能研究[J]. 建筑结构学报，2021，42（11）:1-12.
[53]	Mo Z，Shu G P，Yang T Y，et al. Shake table tests of a full-scale stacked modular steel structure based on three-dimensional seismic isolation[J]. Engineering Structures，2025，322:109486.
[54]	墨泽. 基于三维隔震的模块化钢结构抗震性能与设计方法研究[D]. 南京:东南大学，2026.