[1]白国良,余 青,王 琦,等.页岩烧结保温砌块填充墙平面外振动台试验研究[J].西安建筑科技大学学报:自然科学版,2014,46(02):153-158.[doi:10.15986/j.1006-7930.2004.02.001]
 BAI Guoliang,YU Qing,WANG Qi,et al.The out-of-plane shaking table test of the shale fired heat-insulation block[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2014,46(02):153-158.[doi:10.15986/j.1006-7930.2004.02.001]
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页岩烧结保温砌块填充墙平面外振动台试验研究()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
46
期数:
2014年02期
页码:
153-158
栏目:
出版日期:
2014-04-30

文章信息/Info

Title:
The out-of-plane shaking table test of the shale fired heat-insulation block
文章编号:
1006-7930(2014)02-0153-05
作者:
白国良1余 青1王 琦1浮广明1王 辉2
西安建筑科技大学土木工程学院,陕西 西安 710055; 2.新疆凯乐新材料有限公司,新疆 乌鲁木齐 830009)
Author(s):
BAI Guoliang1 YU Qing1 WANG Qi1 FU Guangming1 WANG Hui2
(1.School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China;
2.Xinjiang Kaile New Materials Co.,Ltd,Urumqi 830009,China)
关键词:
页岩烧结保温砌块水平拉结带平面外抗震性能
Keywords:
the shale fired heat-insulation block masonry the horizontal tension belt out-of-plane anti-seismic performance
分类号:
TU522.3+9
DOI:
10.15986/j.1006-7930.2004.02.001
文献标志码:
A
摘要:
页岩烧结保温砌块砌体墙是一种新型节能环保型建筑墙体.通过振动台试验,综合考虑水平拉结带间距、墙与框架梁、墙与框架柱之间连接方式3个因素,运用正交试验设计了4片不同构造的足尺页岩烧结保温砌块填充墙,研究其平面外抗震性能. 结果表明:4种连接构造的墙体均满足抗震规范中“小震不坏、中震可修、大震不倒”的要求;水平拉结带间距、填充墙顶部与框架梁之间的连接对页岩烧结保温砌块填充墙的平面外抗震性能影响较大,填充墙与框架柱之间用砂浆填实影响较小 .为不影响结构平面内变形,在实际建筑工程中宜采用顶部有可靠拉筋拉结、水平拉结带布置合理的柔性连接墙.
Abstract:
The shale fired heat-insulation block masonry wall is a type of new energy-saving and environment-friendly building wall
. Shaking table tests were conducted, considering the following three factors: the vertical spacing of the horizontal tension belt, the
connection mode of infill wall and frame beam; the connection way between infill wall and frame column. Four pieces of full scale
shale fired heat-insulation block masonry infill wall with four different kinds of connection ways were designed using the orthogonal
experimental method to study the out-of-plane anti-seismic performance of the wall. Results show that the walls with four different
kinds of connection ways can meet the requirements of “no damage under frequent earthquake, repairable damage under basic
earthquake and no collapse under rare earthquake”, and the wall’s anti-seismic behavior of the out-of-plane are affected meaningfully
by the vertical spacing of the horizontal tension belt and the connection mode between the top of the wall filled with frame beam, the
connection mode between the wall filled with frame column affects lightly. In order to meet the requirement of the structural
deformation in the plane, flexible connection wall with reliable steel tie bars in the top of the wall and horizontal tensile belt arranged
reasonably should be adopted in the actual construction.

参考文献/References:

References

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BAI Guoliang , FU Guangming , QUAN Zonggang , et al. Experimental study on basic mechanical properties of fired heat-insulation hollow block thin mortar joint masonry[J] . Journal of Building Structures, 2013, 34(10):151-158.

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备注/Memo

备注/Memo:
收稿日期:2013-12-30 修改稿日期:2014-04-10
基金项目:“十二五”国家科技支撑计划项目(2011BAJ04B01-02;2011BAJ08B05-4;2012BAJ19B04-02);国家自然科学基金资助项目(51308446);
陕西省博士后特别资助项目新疆城建集团科技攻关项目(2013005);西安市科技计划项目(CXY1349(4))
作者简介:白国良( 1955- ),男,博士,教授,主要从事结构工程抗震方向的研究.E-mail: guoliangbai@126.com
更新日期/Last Update: 2015-10-09