Experimental study on seismic behavior of a new type assembled insulation integrated wall

ZHOU Xuejun; WANG Xingbo; LIU Zhe; WANG Zhen; LI Quan; XIAN Guodong

doi:10.11835/j.issn.2096-6717.2021.079

您当前的位置：

首页 >

文章列表页 >

Experimental study on seismic behavior of a new type assembled insulation integrated wall

Civil Engineering | 更新时间：2022-11-07

- Experimental study on seismic behavior of a new type assembled insulation integrated wall
- Journal of Civil and Environmental Engineering Vol. 44, Issue 6, Pages: 101-113(2022)
- 作者机构：
  
  1.山东建筑大学土木工程学院，济南 250101
  2.山东萌山钢结构工程有限公司，山东济宁 272000
- 作者简介：
  
  brief:ZHOU Xuejun (1965- ), professor, doctorial supervisor, main research interests: basic theory of steel structure and space steel structure, E-mail: xuejunzhou@sdjzu.edu.cn.
- 基金信息：
  
  National Key Research and Development Program(SQ2020YFF0426523)
- DOI：10.11835/j.issn.2096-6717.2021.079
  CLC： TU398.2;TU317.1
- Received：15 October 2020，
  
  Published：30 December 2022
- 稿件说明：
移动端阅览
周学军,王兴博,刘哲等.新型承重围护保温一体化墙体抗震性能试验研究[J].土木与环境工程学报,2022,44(06):101-113.

ZHOU Xuejun,WANG Xingbo,LIU Zhe,et al.Experimental study on seismic behavior of a new type assembled insulation integrated wall[J].Journal of Civil and Environmental Engineering,2022,44(06):101-113.
周学军,王兴博,刘哲等.新型承重围护保温一体化墙体抗震性能试验研究[J].土木与环境工程学报,2022,44(06):101-113. DOI： 10.11835/j.issn.2096-6717.2021.079.

ZHOU Xuejun,WANG Xingbo,LIU Zhe,et al.Experimental study on seismic behavior of a new type assembled insulation integrated wall[J].Journal of Civil and Environmental Engineering,2022,44(06):101-113. DOI： 10.11835/j.issn.2096-6717.2021.079.

摘要

为实现钢结构装配式住宅承重围护保温一体化的目标，提出一种设置暗支撑的承重围护保温一体化墙体。墙体内部为支撑钢框架，填充发泡水泥等保温隔热材料，外部设置双向钢筋网并浇注砂浆层作为保护层。框架内填充发泡水泥对结构的水平承载力和抗侧刚度有较大影响，以暗支撑设置、墙体高宽比为变化参数，对6榀单层单跨承重围护保温一体化墙体进行低周反复加载试验，得到各试件的水平承载力、抗侧刚度和滞回特性。结果表明：设置暗支撑能够明显提高新型承重围护保温一体化墙体的水平承载力和抗侧刚度；相比纯钢框架，新型承重围护保温一体化墙体具有更高的水平承载力和抗侧刚度，其耗能能力和变形能力也更强；高宽比对墙体抗侧性能影响显著，高宽比越大，墙体的水平承载力、抗侧刚度、耗能能力均越小。给出了新型承重围护保温一体化墙体的水平承载力计算公式，计算结果与试验结果吻合较好。

Abstract

In order to realize the goal of load-bearing and thermal insulation integration of prefabricated steel residential buildings

a new type of load-bearing and thermal insulation integration wall with concealed bracing was proposed. The interior of the wall is steel braced frame

filled with foamed cement and other thermal insulation materials

and the exterior is provided with bidirectional steel mesh and mortar layer. The filling of foamed cement in the frame has great influence on the horizontal bearing capacity and lateral stiffness of the structure. Taking the height-width ratio of the walls and the existence of concealed bracing in the walls as the variable parameters

six one-bay and one-story integrated walls were tested under low-cycle reversed loads

and the horizontal bearing capacity

lateral stiffness and hysteresis characteristics of each specimen were obtained. The results show that the setting of concealed bracing can obviously improve the horizontal bearing capacity and lateral stiffness of the load-bearing and thermal insulation integration wall. Compared with steel braced frame

the new type of load-bearing and thermal insulation integration wall has higher horizontal bearing capacity and lateral stiffness

and its energy dissipation capacity and deformation characteristics are also better. The height-width ratio has a significant impact on the lateral resistance of load-bearing and thermal insulation integration wall. The larger the height-width ratio is

the smaller the horizontal bearing capacity

and lateral stiffness and energy dissipation capacity of the wall will also be. The calculation formula of the horizontal bearing capacity of the new type of load-bearing and thermal insulation integration wall was provided

and the calculation results are in good agreement with the experiment.

关键词

Keywords

references

沈祖炎 , 罗金辉 , 李元齐 . 以钢结构建筑为抓手推动建筑行业绿色化、工业化、信息化协调发展 [J]. 建筑钢结构进展 , 2016 , 18 ( 2 ): 1 - 6,25 .

SHEN Z Y , LUO J H , LI Y Q . Discussion on coordinated development of greenization, industrialization and informatization with steel buildings as objects in construction industry [J]. Progress in Steel Building Structures , 2016 , 18 ( 2 ): 1 - 6,25 . (in Chinese)

郝际平 , 孙晓岭 , 薛强 , 等 . 绿色装配式钢结构建筑体系研究与应用 [J]. 工程力学 , 2017 , 34 ( 1 ): 1 - 13 .

HAO J P , SUN X L , XUE Q , et al . Research and applications of prefabricated steel structure building systems [J]. Engineering Mechanics , 2017 , 34 ( 1 ): 1 - 13 . (in Chinese)

朱清玮 , 武发德 , 赵金平 . 外墙保温材料研究现状与进展 [J]. 新型建筑材料 , 2012 , 39 ( 6 ): 12 - 16 .

ZHU Q W , WU F D , ZHAO J P . Research advances in thermal insulation materials used for external wall [J]. New Building Materials , 2012 , 39 ( 6 ): 12 - 16 . (in Chinese)

张欣 , 叶剑锋 , 周海兵 , 等 . 新型外墙保温隔热材料的试验研究 [J]. 硅酸盐通报 , 2013 , 32 ( 5 ): 982 - 986 .

ZHANG X , YE J F , ZHOU H B , et al . Experimental research on new wall thermal insulation material [J]. Bulletin of the Chinese Ceramic Society , 2013 , 32 ( 5 ): 982 - 986 . (in Chinese)

李国强 , 方明霁 , 刘宜靖 , 等 . 钢结构住宅体系加气混凝土外墙板抗震性能试验研究 [J]. 土木工程学报 , 2005 , 38 ( 10 ): 31 - 35, 42 .

LI G Q , FANG M J , LIU Y J , et al . An experimental study on the seismic behavior of alc external wall panels in steel frames [J]. China Civil Engineering Journal , 2005 , 38 ( 10 ): 31 - 35, 42 . (in Chinese)

李国强 , 王城 . 外挂式和内嵌式ALC墙板钢框架结构的滞回性能试验研究 [J]. 钢结构 , 2005 , 20 ( 1 ): 52 - 56 .

LI G Q , WANG C . The hysterestic behavior of steel frames with ALC out-hung and in-filled walls [J]. Steel Construction , 2005 , 20 ( 1 ): 52 - 56 . (in Chinese)

曹万林 , 刘子斌 , 刘岩 , 等 . 装配式轻型钢管混凝土框架—复合墙共同工作性能试验研究 [J]. 建筑结构学报 , 2019 , 40 ( 8 ): 12 - 22 .

CAO W L , LIU Z B , LIU Y , et al . Experimental study on combining effect of assembled lightweight CFST frames with composite walls [J]. Journal of Building Structures , 2019 , 40 ( 8 ): 12 - 22 . (in Chinese)

贾穗子 , 曹万林 , 任乐乐 . 装配式轻钢框架—带暗支撑轻墙体组合结构抗震性能试验研究 [J]. 建筑结构学报 , 2018 , 39 ( 11 ): 48 - 57 .

JIA S Z , CAO W L , REN L L . Experimental study on seismic performance of fabricated composite structure of lightweight steel frame-lightweight wall with concealed support [J]. Journal of Building Structures , 2018 , 39 ( 11 ): 48 - 57 . (in Chinese)

侯和涛 , 邱灿星 , 李国强 , 等 . 带节能复合墙板钢框架低周反复荷载试验研究 [J]. 工程力学 , 2012 , 29 ( 9 ): 177 - 184,192 .

HOU H T , QIU C X , LI G Q , et al . Cyclic test on steel frames with energy-saving sandwich composite panels [J]. Engineering Mechanics , 2012 , 29 ( 9 ): 177 - 184,192 . (in Chinese)

HOU H T , CHOU C C , ZHOU J , et al . Cyclic tests of steel frames with composite lightweight infill walls [J]. Earthquakes and Structures , 2016 , 10 ( 1 ): 163 - 178 .

王静峰 , 叶慧君 , 李金超 , 等 . 填充节能复合墙板钢框架结构的抗震性能 [J]. 建筑钢结构进展 , 2015 , 17 ( 6 ): 35 - 43 .

WANG J F , YE H J , LI J C , et al . Seismic behavior of steel frame structures filled with sandwich composite panels [J]. Progress in Steel Building Structures , 2015 , 17 ( 6 ): 35 - 43 . (in Chinese)

王波 , 王静峰 , 完海鹰 , 等 . 循环荷载作用下高层钢结构建筑填充墙体性能与连接构造研究 [J]. 建筑钢结构进展 , 2015 , 17 ( 6 ): 44 - 50 .

WANG B , WANG J F , WAN H Y , et al . Study on performance and connection detail of filled walls in high-rise steel structures under cyclic loadings [J]. Progress in Steel Building Structures , 2015 , 17 ( 6 ): 44 - 50 . (in Chinese)

SUN G H , HE R Q , QIANG G , et al . Cyclic behavior of partially-restrained steel frame with RC infill walls [J]. Journal of Constructional Steel Research , 2011 , 67 ( 12 ): 1821 - 1834 .

田稳苓 , 温晓东 , 彭佳斌 , 等 . 新型泡沫混凝土轻钢龙骨复合墙体抗剪承载力计算方法研究 [J]. 工程力学 , 2019 , 36 ( 9 ): 143 - 153 .

TIAN W L , WEN X D , PENG J B , et al . Study on shear strength analysis for a new type light steel-framed composite wall filled with foam concrete [J]. Engineering Mechanics , 2019 , 36 ( 9 ): 143 - 153 . (in Chinese)

田稳苓 , 温晓东 , 彭佳斌 , 等 . 设置方钢管连接件的泡沫混凝土轻钢龙骨复合墙体受力性能试验研究 [J]. 建筑结构学报， 2021 , 42 ( 3 ): 124 - 133 .

TIAN W L WEN X D , PENG J B , et al . Experimental study on mechanical property for light steel-framed composite wall with square steel pipe fitting filled with foam concrete [J]. Journal of Building Structure , 2021 , 42 ( 3 ): 124 - 133 . (in Chinese)

XU Z F , CHEN Z F , YANG S H . Seismic behavior of cold-formed steel high-strength foamed concrete shear walls with straw boards [J]. Thin-Walled Structures , 2018 , 124 : 350 - 365 .

DALL'ASTA A , LEONI G , MORELLI F , et al . An innovative seismic-resistant steel frame with reinforced concrete infill walls [J]. Engineering Structures , 2017 , 141 : 144 - 158 .

BRODSKY A , RABINOVITCH O , YANKELEVSKY D Z . Determination of the interaction between a masonry wall and a confining frame [J]. Engineering Structures , 2018 , 167 : 214 - 226 .

建筑抗震试验方法规程 : JGJ/T 101—2015 [S]. 北京 : 中国建筑工业出版社 , 2015 .

Specification for seismic test of buildings : JGJ/T 101-2015 [S]. Beijing : China Architecture and Building Press , 2015 . (in Chinese)

朱伯龙 . 结构抗震试验 [M]. 北京 : 地震出版社 , 1989 .

ZHU B L . Seismic test of structure [M]. Beijing : Seismological Press , 1989 . (in Chinese)

HOLMES M . Steel frames with brickwork and concrete infilling [C]// Proceedings of the Institution of Civil Engineers , 1961 , 19 : 473 - 478 .

SMITH B S . Behavior of square infilled frames [J]. Journal of the Structural Division , 1966 , 92 ( 1 ): 381 - 404 .

STAFFORD S B , CARTER C . A method of analysis for infilled frames [J]. Proceedings of the Institution of Civil Engineers , 1969 , 44 ( 1 ): 31 - 48 .

MAINSTONE R J . On the stiffness and strengths of infilled frame [J]. Proceedings Institution of Civil Engineers , 1971 ( Sup4 ): 57 - 90 .

KADIR M R A . The structural behaviour of masonry infill panels in framed structures [D]. University of Edinburgh , 1974 .

TE-CHANG L , KWOK-HUNG K . Nonlinear behaviour of non-integral infilled frames [J]. Computers & Structures , 1984 , 18 ( 3 ): 551 - 560 .

PAULAY T , PRIESTLEY M J N . Seismic design of reinforced concrete and masonry buildings [M]. New York : John Wiley & Sons, Inc. , 1992 : 67 - 74 .

KLINGNER R E , BERTERO V V . Infilled frames in earthquake resistant construction: Report EERC 76-32 [R]. California : Earthquake Engineering Research Center , 1976 .

高润东 , 蒋利学 , 王春江 , 等 . 基于等效斜压杆理论的RC框架填充墙承载力计算方法研究 [J]. 结构工程师 , 2015 , 31 ( 5 ): 37 - 41 .

GAO R D , JIANG L X , WANG C J , et al . Development capacity calculation method for RC frames with infilled walls based on the equivalent diagonal strut theory [J]. Structural Engineers , 2015 , 31 ( 5 ): 37 - 41 . (in Chinese)

Specification for structures to be built in disaster areas: TEC 2007 [S]. Ministry of Public Works and Settlement, Ankara, Turkey, 2007 .

Views

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Seismic behavior of semi-rigid joints of precast concrete beam and column

Experimental analysis on seismic behavior of interior joint in coupled modular steel structure

Simplified calculation method for elastic lateral stiffness of semi-rigid mortise-tenon frame considering rocking column

Experimental study on the moment-resisting performance of interior joints with wooden peg

Experimental analysis on seismic behavior of steel fiber concrete beam-column exterior joints with HRB600 reinforcement bars

Related Author

HUANG Yanzheng

LU Wanqing

HE Huan

LI Zhengying

Hao WANG

Xin ZHAO

Guowei MA

Xicheng ZHANG

Related Institution

School of Civil Engineering, Chongqing University

China Construction Seventh Engineering Division. Co., Ltd.

AI问答

Address：Journals Department, Chongqing University, 174 Shazhengjie, Chongqing 400044, P.R.China Postal code：400044
Tel：+86-23-65111322 Email：xuebao@cqu.edu.cn
Technical support is provided by Beijing Founder electronics co., LTD 京ICP备09064830号-19 京公网安备11010802024621
It is recommended to read the content of this site in Chrome&IE9+. Please switch to extreme mode in browser 360.
Cookies We use cookies to help provide and enhance our service and tailor content. By continuing, you agree to the use of cookies.

⁰