|本期目录/Table of Contents|

[1]秦朝刚,白国良,浮广明.薄壁节能砌块薄灰缝组合墙体抗震性能试验[J].建筑科学与工程学报,2017,34(01):113-120.
　QIN Chao-gang,BAI Guo-liang,FU Guang-ming.Experiment of Seismic Behavior of Thin Mortar Composite Masonry Wall with Thin Shell Thermal Block[J].Journal of Architecture and Civil Engineering,2017,34(01):113-120.
点击复制

薄壁节能砌块薄灰缝组合墙体抗震性能试验(PDF)
分享到：

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
34卷
期数:
2017年01期
页码:
113-120
栏目:
出版日期:
2017-01-19

文章信息/Info

Title:
Experiment of Seismic Behavior of Thin Mortar Composite Masonry Wall with Thin Shell Thermal Block
作者:
秦朝刚，白国良，浮广明
西安建筑科技大学土木工程学院
Author(s):
QIN Chao-gang, BAI Guo-liang, FU Guang-ming
School of Civil Engineering, Xi’an University of Architecture and Technology
关键词:
组合墙体; 拟静力试验; 抗震性能; 破坏机理
Keywords:
composite masonry wall;  pseudo-static test;  seismic behavior;  failure mechanism
分类号:
-
DOI:
-
文献标志码:
A
摘要:
为研究设置水平拉结带和构造柱-圈梁对薄壁节能砌块薄灰缝组合墙体抗震性能的影响，共设计了9片墙体试件，对比分析了有无构造措施的薄灰缝组合墙体的抗震性能，研究了竖向压应力、洞口大小、洞口位置对墙体抗震性能的影响，并分析了其破坏机理。结果表明：设置水平拉结带和构造柱圈梁后组合墙体整体性增加，各阶段主要受力部位由上下区砌块墙体转变为端部构造柱，因此破坏主要集中在该部分；设置水平拉结带和构造柱圈梁的墙体抗震性能明显优于未设置该措施的墙体，承载力和变形能力均有较大幅度增加，滞回曲线饱满，刚度退化缓慢并有一定残余刚度，后期变形性能好；组合墙体洞口两侧破坏严重，洞口显著削弱墙体的承载力。
Abstract:
In order to study the influence of setting horizontal binding bands and constructional columnbeam on seismic behavior of thin motor composite wall with thin shell thermal block, nine wall specimens were designed.The seismic behaviors of walls were compared with or without horizontal binding bands and constructional columnbeam, and the influences of vertical compressed stress, size of opening and position of opening on the seismic behavior of masonry walls, and the failure mechanism were analyzed. The results show that the integral performance of the wall is increased through setting horizontal binding bands and constructional columnbeam. The bearing capacity changes from up and down parts of walls to the constructional column, so serious damage is concentrated in the constructional column. The seismic behavior of walls with horizontal binding bands and constructional columnbeam is obviously better than that without the construction, and the bearing capacity and deformation performance are increased, the hysteresis loops are plump, the stiffness degradation is slow and has residual stiffness, and the later deformation performance is good. The both sides of opening of composite masonry wall are seriously damaged, so the bearing capacity is weakened by opening.

参考文献/References:

相似文献/References:

[1]李书进,郭 开,孔 凡,等.烧结清水装饰砖夹心复合节能墙体力学性能[J].建筑科学与工程学报,2015,32(03):13.
　LI Shu-jin,GUO Kai,KONG Fan,et al.Mechanical Behavior of Energysaving Fired Facing Brick Composite Wall[J].Journal of Architecture and Civil Engineering,2015,32(01):13.
[2]马恺泽,阙 昂,刘伯权.双层钢板混凝土组合剪力墙滞回性能研究[J].建筑科学与工程学报,2015,32(04):39.
　MA Kai-ze,QUE Ang,LIU Bo-quan.Research on Hysteretic Behavior of Dual Steel Concrete Composite Shear Walls[J].Journal of Architecture and Civil Engineering,2015,32(01):39.
[3]曹 杨,孙千伟,宫文军,等.新型装配式混凝土框架型钢节点试验[J].建筑科学与工程学报,2016,33(02):15.
　CAO Yang,SUN Qian-wei,GONG Wen-jun,et al.Experiment on New Section Steel Joints for Prefabricated Concrete Frame[J].Journal of Architecture and Civil Engineering,2016,33(01):15.
[4]吴方伯,李大禹,欧阳靖,等.不同连接方式下新型砌体填充墙框架结构的抗震性能[J].建筑科学与工程学报,2016,33(03):28.
　WU Fang-bo,LI Da-yu,OUYANG Jing,et al.Seismic Performance of New Masonry Infilled RC Frame with Different Types of Connections[J].Journal of Architecture and Civil Engineering,2016,33(01):28.
[5]苏 毅,孙达庆,宗生京,等.交叉预应力竹木框架抗侧力性能研究[J].建筑科学与工程学报,2017,34(03):56.
　SU Yi,SUN Da-qing,ZONG Sheng-jing,et al.Study on Anti-lateral Performance of Cross Prestressed Bamboo Frame[J].Journal of Architecture and Civil Engineering,2017,34(01):56.
[6]吴方伯,段芳敏,欧阳靖,等.免模保温剪力墙施工工艺及抗震性能[J].建筑科学与工程学报,2017,34(05):83.
　WU Fang-bo,DUAN Fang-min,OUYANG Jing,et al.Construction Process and Seismic Performance of Non-template Insulation Shear Wall[J].Journal of Architecture and Civil Engineering,2017,34(01):83.
[7]张玉芬,周金富,朱 戈,等.高轴压比下复式钢管混凝土柱钢梁连接节点抗震性能试验[J].建筑科学与工程学报,2018,35(06):57.
　ZHANG Yu-fen,ZHOU Jin-fu,ZHU Ge,et al.Experiment on Seismic Behavior of Joint Between Composite CFST Column and Steel Beam Under High Axial Compression Ratio[J].Journal of Architecture and Civil Engineering,2018,35(01):57.
[8]吴方伯,张高波,欧阳靖,等.免模剪力墙抗震性能试验[J].建筑科学与工程学报,2019,36(01):22.
　WU Fang-bo,ZHANG Gao-bo,OUYANG Jing,et al.Experiment on Seismic Behavior of Non-formwork Shear Wall[J].Journal of Architecture and Civil Engineering,2019,36(01):22.

备注/Memo

备注/Memo:
更新日期/Last Update: 2017-01-20