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预应力高延性混凝土钢管桁架叠合板受弯性能研究

宋诗飞 邓明科 张阳玺 王雪松

建筑结构学报2026,Vol.47Issue(1):123-133,11.
建筑结构学报2026,Vol.47Issue(1):123-133,11.DOI:10.14006/j.jzjgxb.2025.0195

预应力高延性混凝土钢管桁架叠合板受弯性能研究

Study on flexural properties of highly ductile prestressed concrete composite slabs with steel tube trusses

宋诗飞 1邓明科 2张阳玺 2王雪松3

作者信息

  • 1. 西安建筑科技大学土木工程学院,陕西西安 710055
  • 2. 西安建筑科技大学土木工程学院,陕西西安 710055||西安建筑科技大学结构工程与抗震教育部重点实验室,陕西西安 710055
  • 3. 中铁第一勘察设计院集团有限公司,陕西西安 710043
  • 折叠

摘要

Abstract

To address existing challenges in current composite slabs,such as excessive self-weight,low cracking strength,and dense temporary supports,a highly ductile prestressed concrete composite slab with steel tube trusses was proposed,and the flexural performance of specimens during the service stage was studied.One cast-in-place slab and four composite slabs were designed,and four-point flexural tests were conducted to analyze the failure modes,load-deflection curves,and strain distributions.The results indicate that,under a 6 m unbraced span,the bottom plates of the precast components do not exhibit any cracking,and the mid-span deflection is less than 20 mm,thereby satisfying the construction-phase requirements.The bridging effect of PVA fibers effectively reduces both the crack spacing and crack width.The precast slab collaborates with the cast-in-place concrete,ensuring optimal shear performance at the composite interface without requiring special treatment.The peak deflection of the unbraced composite slab is approximately 70%of that of the adequately supported composite slab,and their peak loads are equivalent.Based on the test results,the key design issues related to highly ductile prestressed concrete composite slabs with steel tube trusses were theoretically analyzed,including the crack resistance and deflection checks of prefabricated components during the construction phase,as well as the bearing capacity,deflection,and normal serviceability limit state checks of the composite slabs during the service phase.Additionally,a two-stage coordinated design method was provided.

关键词

叠合板/钢管桁架/预应力/静力试验/使用阶段/受弯性能

Key words

composite slab/steel tube truss/prestress/static test/service stage/flexural performance

分类

建筑与水利

引用本文复制引用

宋诗飞,邓明科,张阳玺,王雪松..预应力高延性混凝土钢管桁架叠合板受弯性能研究[J].建筑结构学报,2026,47(1):123-133,11.

基金项目

国家自然科学基金项目(52108173),陕西省教育厅产业化培育项目(24JC057). (52108173)

建筑结构学报

1000-6869

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