首页|期刊导航|建筑结构学报|基于不同防火保护的磷酸镁无机胶粘贴CFRP布加固混凝土梁耐火性能试验研究

基于不同防火保护的磷酸镁无机胶粘贴CFRP布加固混凝土梁耐火性能试验研究OA

Experimental study on fire resistance of concrete beams strengthened with CFRP sheets bonded by magnesium phosphate inorganic adhesive based on different fire insulations

中文摘要英文摘要

为研究不同防火保护对磷酸镁无机胶(MPIA)粘贴CFRP布加固混凝土梁(简称"CFRP-MPIA加固梁")耐火性能的影响,以防火保护材料(水泥砂浆、MPIA)、厚度(10、20、30 mm)以及设置方式(梁侧防火保护层高度140、300 mm)为试验参数,设计制作了14个试件,开展了恒定荷载作用下的受火试验,实测了火灾下CFRP-MPIA加固梁的温度和跨中挠度发展、加固体系失效时间、耐火极限以及破坏形态,研究了防火保护(材料、厚度以及设置方式)对其耐火性能的影响规律,分析了火灾作用下防火保护以及加固体系的失效破坏机制.结果表明:MPIA优异的耐高温性能使得"底胶-CFRP布-面胶"夹芯式构造对CFRP布起到防火隔热作用,从而使火灾下未设防火保护的CFRP-MPIA加固体系的服役时间较设置厚20 mm水泥砂浆防火保护的CFRP-环氧加固体系的延长近2倍;与水泥砂浆相比,MPIA作防火保护材料时可与加固体系以及梁体黏结牢靠、不易脱落,延长了加固体系与混凝土梁协同工作的时间,使CFRP-MPIA加固梁的耐火极限提高超过90%,验证了CFRP加固时MPIA作胶粘剂以及防火保护材料的可行性.

To investigate the effect of fire insulations on the fire resistance of concrete beams strengthened with CFRP sheets pasted by magnesium phosphate inorganic adhesive(referred to as CFRP-MPIA strengthened beams),this study considered fire insulation material(cement mortar and MPIA),thickness(10,20 mm,and 30 mm),and configuration(insulation height of 140 mm and 300 mm on beam side)as experimental parameters.A total of 14 specimens were designed and fabricated,and fire tests were conducted under sustained loading.During the tests,the fire behaviors of CFRP-MPIA strengthened beams,including temperature and mid-span deflection progressions,failure time of the strengthening system,fire resistance,and failure modes,were monitored.Moreover,the effects of fire insulation(material,thickness,and configuration)on the fire performance of the beams were investigated,and the failure mechanisms of both the fire insulation and strengthening system under fire exposure were clarified.The results show that the excellent high-temperature resistance of MPIA enables the"adhesive-CFRP sheet-adhesive"sandwich structure to provide effective thermal insulation for the CFRP sheets,and the service life of the CFRP-MPIA strengthening system without additional fire protection is thereby extended by nearly twice that of the CFRP-epoxy strengthening system with a 20-mm-thick cement mortar layer under fire conditions.In addition,used as the fire protection material,MPIA exhibits stronger adhesion to both the strengthening system and the concrete beam than cement mortar,reducing the risk of falling off and thereby extending the collaborative action between the strengthening system and the beam.This can enhance the fire resistance of the CFRP-MPIA strengthened beams with MPIA insulation by more than 90%compared with that without any fire insulation,which verifies the feasibility of employing MPIA as both a bonding agent and a fire protection material for CFRP strengthening.

任鹏飞;张瑞新;闫凯;李培佳;顾廷凯;陈潇阳;张鑫

山东建筑大学 土木工程学院,山东 济南 250101||山东建筑大学 建筑结构加固改造与地下空间教育部重点实验室,山东 济南 250101山东建筑大学 土木工程学院,山东 济南 250101山东建筑大学 土木工程学院,山东 济南 250101||山东建筑大学 建筑结构加固改造与地下空间教育部重点实验室,山东 济南 250101山东建筑大学 土木工程学院,山东 济南 250101山东建筑大学 土木工程学院,山东 济南 250101山东建筑大学 土木工程学院,山东 济南 250101山东建筑大学 土木工程学院,山东 济南 250101||山东建筑大学 建筑结构加固改造与地下空间教育部重点实验室,山东 济南 250101

建筑与水利

混凝土梁CFRP加固磷酸镁无机胶防火保护火灾试验耐火性能

concrete beamCFRP-strengtheningmagnesium phosphate inorganic adhesive(MPIA)fire insulationfire testfire resistance

《建筑结构学报》 2026 (6)

97-112,16

国家自然科学基金项目(52308510,52378520),山东省自然科学基金项目(ZR2024QE157),山东省高等学校青年创新团队计划(2025KJH147).

10.14006/j.jzjgxb.2025.0490

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