[1]卜永红,王毅红,韩 岗,等.内置绳网承重夯土墙体抗震性能试验研究[J].西安建筑科技大学学报:自然科学版,2013,45(01):38-42.[doi:10.15986/j.1006-7930.2013.01.006]
　BU Yong-hong,WANG Yi-hong,HAN Gang,et al.Study on seismic behavior of the rammedearth walls with built-in rope nets[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2013,45(01):38-42.[doi:10.15986/j.1006-7930.2013.01.006]
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内置绳网承重夯土墙体抗震性能试验研究()
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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:
45
期数:
2013年01期
页码:
38-42
栏目:
出版日期:
2013-02-28

文章信息/Info

Title:
Study on seismic behavior of the rammedearth walls with built-in rope nets
文章编号:
1006-7930(2013)01-0038-05
作者:
卜永红1; 王毅红1; 韩 岗2; 李 丽3
(1.长安大学建筑工程学院,陕西 西安 710061;2.中联西北工程设计研究院,陕西 西安 710082; 3.宁夏建设职业技术学院土木工程系,宁夏 银川 750021)
Author(s):
BU Yong-hong1; WANG Yi-hong1; HAN Gang2; LI Li3
(1.School of Construction Engineering, Changan University, Xian 710061,China; 2.China United Northwest Institute for Engineering Design & Research, Xian 710082,China; 3.Department of Civil Engineering, Ningxia Construction Vocational and Technical College, Yinchuan 750021,China)
关键词:
生土结构; 夯土墙; 内置绳网; 夯筑方法; 抗震性能; 试验研究
Keywords:
raw-soil structure;  rammed earth wall;  built-in rope nets;  construction technology;  seismic behavior;  experimental study
分类号:
TU361
DOI:
10.15986/j.1006-7930.2013.01.006
文献标志码:
A
摘要:
提出一种内置绳网的生土结构房屋承重夯土墙体及其建造技术,对该种夯土墙与按照传统方法夯筑的承重夯土墙的受力及抗震性能进行试验研究,各设计了一片墙体试件.对试件施加竖向荷载和低周反复水平荷载,对比研究两种夯土墙体在地震荷载作用下的破坏过程、破坏形态、滞回曲线和骨架曲线的特征以及墙体的水平承载力和变形能力等.分析内部设置绳网对夯土墙体水平受力性能和变形性能的影响.研究结果表明,与传统夯土墙相比,内置绳网夯土墙体的承载和变形能力更高,将该种夯土墙应用于生土结构房屋,可使房屋的整体性增强,抗震能力得到提高
Abstract:
A new design of rammed earth walls with built-in rope nets with its construction technology was proposed. Two specimens were built by way of the new construction technology and traditional construction technology, with the mechanical behavior and seismic behavior studied. Vertical loading and low cycle reversed horizontal loading were carried out on specimens aimed to study the failure process, failure mode, hysteretic curve and skeleton curve feature. The horizontal bearing capacity and deformation capacity of the walls also were studied, with the influence of the built-in rope nets analyzed. Test results indicated that compared with the traditional construction method, the horizontal bearing capacity and deformation capacity of the new design wall was improved by built-in rope nets construction method. Thus, with the built-in rope nets rammed earth walls, the integrity of the raw-soil structure houses is strengthened, and the seismic behavior improved

参考文献/References:

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WANG Yi-hong, LI Li. Research and analysis on a seismic behavior of existing country raw-soil Structure[J].China Civil Engineering Journal, 2010, 43(s1):462-467.

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[4] 石玉成, 林学文. 黄土地区生土建筑震害特征及防灾对策研究[J]. 自然灾害学报,2003,12(3):87-92.

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BU Yong-hong, WANG Yi-hong, LI Li, et al. Experiment on seismic behavior of raw-soil structure with rammed earth walls indifferent construction methods[J].Journal of Changan University: Natural Science Edition, 2011,31(6): 72-76.

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LIU Ting. Experimental study on bearing performance of raw-soil structure walls[D]. Xi′an: Changan University, 2006.

相似文献/References:

[1]张 坤,王毅红,梁 楗,等.砖柱加强的夯土墙体抗震性能试验研究[J].西安建筑科技大学学报:自然科学版,2015,47(03):382.[doi:10.15986/j.1006-7930.2015.03.013]
　ZHANG Kun,WANG Yihong,LIANG Jian,et al.Experimental study on seismic performance of rammed earth wall reinforced with brick columns and reinforcement mortar belt[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(01):382.[doi:10.15986/j.1006-7930.2015.03.013]
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备注/Memo

备注/Memo:
收稿日期:2012-08-27 修改稿日期:2012-12-30
基金项目:国家科技支撑计划课题(2006BAJ04A03-10);村镇住宅建筑设计标准研究(2008BAJ08B10-06)
作者简介:卜永红(1975-),男,工程师,博士研究生,主要从事工程结构抗震研究.
更新日期/Last Update: 2015-10-05