摘要
本文以振动台试验方式研究了打包带加固对西藏典型单层混凝土砌块房屋抗震性能的影响,同时考虑了结构平面布置、抗震设防及砌筑质量三个因素。选取3种西藏地区民居的经典户型制作了7个1∶3缩尺模型进行振动台试验,模型分别为3个无打包带加固模型、3个有打包带加固模型以及1个加固一半的模型。试验结果表明打包带加固墙体能明显提高墙体的整体性,减轻墙体震损;无打包带加固但砌筑质量好的单层民居抗震能力较好,基本满足当地9度设防的要求;高烈度下平面布置不规则的结构容易因扭转作用而发生破坏,圈梁、构造柱也在高烈度下发挥较大作用。打包带加固技术作为一种经济实用的加固技术可在西藏地区进行推广。
This paper studies seismic performance of masonry structures in Tibet which reinforced by polypropylene bands by shaking table test. At the same time, considering the structure layout, seismic fortification and laying quality three factors. Selected three classical houses in Tibet area to make seven 1/3 scaled models to shaking table test, including 3 models without PP-Band reinforcement of each apartment, 3 models reinforced by PP-Band and one half reinforced by PP-Band. The results showed that PP-Band reinforced wall can obviously improve the integri- ty of the wall to a certain extent and reduce the wall cracks. Buildings with high quality have better earthquake re- sistant ability, and basic meet the requirements of local 9 degrees fortification. Structure located in high intensity area is easy to damage because of torsion, as well as ring beam and constructional column play a large role in high intensity. As an economical and practical reinforcement technology, the strapping reinforcing technology can be popularized in Tibet area.
作者
孙柏涛
黄佩蒂
姚新强
周强
SUN Baitao1 , HUANG Peidi1 , YAO Xinqiang2 ,ZHOU Qiang3((1.Institute of Engineering Mechanics, China Earthquake Administration, Key Laboratory of Earthquake Engineering and Engineering Vibration of China Earthquake Administration, Harbin 150080, China; 2. Earthquake Administration of Tianjin Municipality, Tianjin 300201, China; 3. School of Architectural Engineering, Nanchang University; Nanehang 330031)
出处
《世界地震工程》
CSCD
北大核心
2018年第1期40-50,共11页
World Earthquake Engineering
基金
国家科技支撑计划课题(2015BAK17B06)
中国地震局创新团队发展计划资助(中国大陆地区地震灾害模拟与评估)
黑龙江省应用技术研究与开发计划(国家项目省级资助GX16C009)
关键词
振动台试验
打包带加固
混凝土砌块砌体
Shaking table test
strapping reinforcement
concrete block masonry