(1 天津大学建筑工程学院， 天津 300350；2 中国建筑科学研究院有限公司， 北京 100013；3 北京市既有建筑改造工程技术中心(天津分中心)， 天津 300350)

摘要: 预制空心板空心率大，板顶混凝土厚度小，无法使用常规界面处理方法对其进行叠合加固。 对 9 组混凝土推出试件(共 27 个试件)进行新旧混凝土界面剪切试验，研究几种界面处理措施下预制空心板叠合界面的粘结性能，同时研究尼龙锚栓应用于预制空心板叠合加固的可行性。 结果表明，人工凿毛并辅以尼龙膨胀锚栓的界面处理措施可以满足叠合界面的规范要求，但是尼龙锚栓单独承受剪切作用时效果不佳。

关键词: 预制空心板；叠合加固；粘结性能；界面处理；尼龙锚栓

中图分类号:TU375. 2 文献标志码:A 文章编号:1002￣848X(2022)01￣0115￣05

DOI:10. 19701 / j. jzjg. 20200400

Experimental study on the interface bonding performance of strengthening withconcrete laminate layer with precast hollow slab

SHU Tianyu1， XU Fuquan2， XIE Jian1，3

(1 School of Civil Engineering， Tianjin University， Tianjin 300350， China；2 China Academy ofBuilding Research， Beijing 100013， China；3 Beijing Engineering Research Center ofExisting Building Renovation (Tianjin Branch)， Tianjin 300350， China)

Abstract: Conventional interface treatment cannot be used in strengthening precast hollow slabs with concrete laminatelayer because of its characteristics of high void ratio and thin concrete layer on the slab top. The interface shear test of newand old concrete of 9 groups of push￣out specimens ( 27 specimens) was carried out， and investigated the bondingperformance of the composite interface of precast hollow slab based on interface treatment measures. At the same time， thefeasibility of nylon anchor bolt applied to the composite reinforcement was discussed. The results show that the interfacetreatment measures of artificial chiseling and nylon expansion anchor bolt can meet the standard requirements of thecomposite interface， however the effect of nylon anchor bolt under shear alone is unsatisfactory.

Keywords:precast hollow slab；strengthening with concrete laminate layer；bonding performance；interface treatment；nylon anchor bolt

∗北京市科技计划课题(Z181100009218001)。

第一作者:舒田宇，硕士研究生，主要从事混凝土结构加固方法研究，Email: shuty0312@ tju. edu. cn。

[引用本文] 舒田宇，徐福泉，谢剑. 叠合加固预制空心板界面粘结性能试验研究[ J]. 建筑结构，2022，52(1):115￣119. SHU Tianyu，XU Fuquan，XIE Jian. Experimental study on the interface bonding performance of strengtheningwith concrete laminate layer with precast hollow slab[J]. Building Structure，2022，52(1):115￣119.