不锈钢超高性能混凝土（UHPC）模壳-混凝土组合结构研究进展

刘格佳; 杨勇; 刘享阳; 李贺龙; 陈阳

doi:10.13206/j.gjgS26090745

不锈钢超高性能混凝土（UHPC）模壳-混凝土组合结构研究进展

doi: 10.13206/j.gjgS26090745

刘格佳¹,
杨勇^1,2, ,,
刘享阳¹,
李贺龙³,
陈阳⁴

1. 西安建筑科技大学土木工程学院, 西安 710055;
2. 西安建筑科技大学结构工程与抗震教育部重点实验室西安 710055;
3. 中核华辰建筑工程有限公司, 西安 712000;
4. 上海大学力学与工程科学学院, 上海 200444

基金项目:

陕西省重点科技创新团队项目（2024RS-CXTD-37）。

详细信息

作者简介:
刘格佳，博士研究生，主要从事钢-混凝土组合结构与混合结构研究。

通讯作者:
杨勇，工学博士，教授，主要从事钢-混凝土组合结构与混合结构研究，yyhhp2004@163.com。

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出版历程
- 收稿日期: 2026-09-06

Research Progress on Stainless Steel-UHPC Formwork-Concrete Composite Structures

1. School of Civil Engineering, Xi'an University of Architecture & Technolog, Xi'an 710055, China;
2. Key Lab of Structural Engineering and Earthquake Resistance of the Ministry of Education, Xi'an University of Architecture & Technology, Xi'an 710055, China;
3. China Nuclear Huachen Construction Engineering Co., Ltd., Xi'an 712000, China;
4. School of Mechanics and Engineering Sciences, Shanghai University, Shanghai 200444, China

摘要

摘要: 为提升钢-混凝土组合结构在复杂环境下的耐久性、施工性能及材料利用效率，在综述不锈钢-混凝土组合结构与超高性能混凝土（Ultra-High Performance Concrete，UHPC）模壳相关研究进展的基础上，提出一种由薄不锈钢板、开孔钢板剪力连接件（Perfobond Leiste，PBL）和UHPC组成的新型不锈钢UHPC模壳-混凝土组合结构。系统介绍该模壳的构造形式、连接方式及协同工作机制，通过组合板弯剪、组合柱轴压、组合墙偏压性能试验研究，介绍不锈钢UHPC模壳-混凝土组合结构受力性能。试验研究结果表明，UHPC可有效改善薄不锈钢板施工阶段的面外刚度与变形控制能力，PBL连接件能够实现模壳内部及模壳与核心混凝土之间的可靠传力，板、柱和墙构件在不同受力状态下均表现出较好的整体工作性能。在此基础上，进一步分析了该类结构在参数优化、界面传力、设计计算方法、长期服役性能及工程应用等方面尚需解决的关键问题。总体而言，不锈钢UHPC模壳具有高耐久、高性能材料局部配置及施工与结构-功能一体化等特点，可为新型高性能组合结构的发展提供参考。
- 不锈钢板 /
- 超高性能混凝土 /
- 不锈钢UHPC模壳 /
- PBL连接件 /
- 组合结构
Abstract: To improve the durability， constructability， and material utilization efficiency of steel-concrete composite structures under aggressive environmental conditions， this paper reviews recent advances in stainless steel-concrete composite structures and ultra-high-performance concrete （UHPC） formwork systems. It then focuses on a novel stainless steel-UHPC formwork structure composed of thin stainless steel plates， perfobond leiste （PBL） connectors， and UHPC. The structural configuration， connection details， and composite action mechanisms of the proposed formwork system are systematically presented. Its structural performance is then discussed based on experimental investigations of composite slabs under combined flexural and shear loading， composite columns under axial compression， and composite walls under eccentric compression. The experimental results demonstrate that UHPC can effectively enhance the out-of-plane stiffness and deformation-control capacity of thin stainless steel plates during construction， while the PBL connectors provide reliable load transfer both within the composite formwork and between the formwork and the core concrete. The slab， column， and wall specimens exhibit favorable composite action and overall structural performance under different loading conditions. On this basis， key issues requiring further investigation are identified， including parameter optimization， interfacial load-transfer mechanisms， design calculation methods， long-term structural performance， and engineering applications. Overall， the stainless steel-UHPC formwork offers several advantages， including high durability， localized use of high-performance materials， and the integration of construction efficiency， structural performance， and functionality， thereby providing a promising solution for the development of advanced high-performance composite structures.
- stainless steel plate /
- ultra-high-performance concrete /
- stainless steel-UHPC formwork /
- PBL connector /
- composite structure

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