圈梁-构造柱夯土墙抗震性能试验研究

张良义; 周铁钢

doi:10.3724/j.gyjzG25090503

圈梁-构造柱夯土墙抗震性能试验研究

doi: 10.3724/j.gyjzG25090503

张良义¹,
周铁钢^2, ,

1. 黄河水利职业技术大学土木与交通工程学院, 河南开封 475004;
2. 西安建筑科技大学土木工程学院, 西安 710055

详细信息

作者简介:
张良义,博士,讲师,主要从事绿色建筑抗震和结构加固方向研究,1216604998@qq.com。

通讯作者:
周铁钢,博士,教授,主要从事绿色建筑抗震和结构加固方向研究,1833318721@qq.com。

计量
- 文章访问数: 29
- HTML全文浏览量: 10
- PDF下载量: 0
- 被引次数: 0
出版历程
- 收稿日期: 2025-09-05
- 网络出版日期: 2026-11-06

Experimental Research on the Seismic Performance of Rammed Earth Walls Reinforced with Ring Beams and Structural Columns

ZHANG Liangyi¹,
ZHOU Tiegang^{2
, ,}

1. College of Civil Engineering and Transportation Engineering, Yellow River Conservancy Technical University, Kaifeng 475004, China;
2. College of Civil Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China

摘要

摘要: 为提升夯土结构的抗震性能，通过对4片夯土墙体的拟静力试验（包括一个对照墙体W1），探讨了圈梁-构造柱体系对夯土墙抗震性能的影响。同时，通过改变构造柱的材料类型，分析了钢管构造柱、钢管混凝土构造柱和混凝土构造柱对夯土墙抗震性能的影响。试验结果表明，圈梁-构造柱体系能够显著提升夯土墙的承载力、变形能力、延性、初始刚度、耗能能力以及地面峰值加速度，并将夯土墙由剪切破坏转变为弯剪复合破坏，有效避免脆性破坏。其中，钢管混凝土构造柱的增强效果最为显著。最后，提出了圈梁-构造柱夯土墙的抗剪承载力计算公式，其计算结果与试验值的误差控制在12%以内。
- 夯土墙 /
- 拟静力试验 /
- 圈梁-构造柱 /
- 抗剪承载力 /
- 抗震性能
Abstract: To enhance the seismic performance of rammed earth structures， quasi-static tests were conducted on four rammed earth wall specimens in this study to investigate the influence of a ring beam-structural column system on their seismic performance（including one control wall， W1）. In addition， by varying the material types of the structural columns， the effects of steel tubular columns， concrete-filled steel tubular columns， and reinforced concrete columns on the seismic performance of rammed earth walls were analyzed. The test results indicated that the ring beam-structural column system significantly enhanced the bearing capacity， deformation capacity， ductility， initial stiffness， energy dissipation capacity， and ground peak acceleration of rammed earth walls. This reinforcement system also altered the failure mode from shear to flexural-shear composite， thereby effectively preventing brittle failure. Among the three column types tested， concrete-filled steel tube columns demonstrated the most pronounced enhancement effect. Finally， a calculation formula for the shear capacity of rammed earth walls reinforced with ring beams and structural columns was proposed， with discrepancies between the calculated and experimental values controlled within 12%.
- rammed earth wall /
- quasi-static test /
- ring beam-structural column /
- shear capacity /
- seismic performance

HTML全文

参考文献(43)

[1]	FERNANDES J,DABAIEH M. From the mediterranean to the nordic:unveiling the potential of earth construction in contemporary architecture[M]. Stockholm:CRC Press,2025:739-746.
[2]	LABOREL-PR´ENERON A,AUBERT J E,MAGNIONT C,et al. Plant aggregates and fibers in earth construction materials:a review[J]. Construction and Building Materials,2016,111:719-734.
[3]	安晓文,李丹.鲁甸6.5级地震建筑典型震害现象分析[J].建筑结构,2020,50(7):28-36.
[4]	REYES J C,YAMIN L E,HASSAN W M,et al. Shear behavior of adobe and rammed earth walls of heritage structures[J]. Engineering Structures,2018,174:526-537.
[5]	DANSO H,MARTINSON D B,ALI M,et al. Physical,mechanical and durability properties of soil building blocks reinforced with natural fibres[J]. Construction and Building Materials,2015,101:797-809.
[6]	RAMEZANPOUR M,ESLAMI A,RONAGH H. Seismic performance of stabilised/unstabilised rammed earth walls[J]. Engineering Structures,2021,245:112982.
[7]	彭道强.夯土房屋墙体试验与结构性能改良技术研究[D].西安:西安建筑科技大学,2012.
[8]	XIAO J,XU R,DAI S,et al. Research on the shear performance of undulating jointed rammed earth walls with comparative tests[J]. Buildings,2025,15(18):3356.
[9]	MICCOLI L,MÜLLER U,POSPÍŠIL S. Rammed earth walls strengthened with polyester fabric strips:experimental analysis under in-plane cyclic loading[J]. Construction and Building Materials,2017,149:29-36.
[10]	WANG Y,WANG M,LIU K,et al. Shaking table tests on seismic retrofitting of rammed-earth structures[J]. Bulletin of Earthquake Engineering,2017,15:1037-1055.
[11]	ROMANAZZI A,OLIVEIRA D V,SILVA R A. An analytical approach for pull-out behavior of TRM-strengthened rammed earth elements[C]//Proceedings of the 3rd RILEM Spring Convention and Conference (RSCC 2020) Volume 3:Service Life Extension of Existing Structures 3. Berlin:Springer International Publishing,2022:291-302.
[12]	LIU K,WANG M,WANG Y. Seismic retrofitting of rural rammed earth buildings using externally bonded fibers[J]. Construction and Building Materials,2015,100:91-101.
[13]	PANG M,YANG S,ZHANG Y. Experimental study of cement mortar-steel fiber reinforced rammed earth wall[J]. Sustainability,2012,4(10):2630-2638.
[14]	MORA-RUIZ V,MEJÍA-PARADA C,NUÑEZ B,et al. Experimental analysis of the cyclic behavior of rammed earth walls reinforced with arundo donax natural fiber[J]. Heliyon,2024,10(17):e37084.
[15]	张恒.甘肃地区夯土墙抗震性能试验研究[D].兰州:兰州交通大学,2021.
[16]	REYES J C,SMITH-PARDO J P,YAMIN L E,et al. Seismic experimental assessment of steel and synthetic meshes for retrofitting heritage earthen structures[J]. Engineering Structures,2019,198:109477.
[17]	卜永红,王毅红,李丽,等.不同夯筑方法的承重夯土墙体抗震性能试验[J].长安大学学报(自然科学版),2011,31(6):72-76.
[18]	王毅红,苏东君,刘伯权,等.生土结构房屋的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),2007,39(4):451-456.
[19]	BALECA V,BARSOTTI R,BENNATI S,et al. Experimental investigation of in-plane loaded timber-framed rammed earth panels. part II:cyclic shear-compression tests[J]. Structures,2023,58:104671.
[20]	NING P,GAO Y,WAHAB A G,et al. Rammed earth construction for sustainable and seismic-resilient buildings:structural advances and constraints methods[J]. Materials and Structures,2025,58(6):1-18.
[21]	CIANCIO D,BOULTER M. Stabilised rammed earth:a case study in Western Australia[J]. Proceedings of the Institution of Civil Engineers-Engineering Sustainability,2012,165(2):141-154.
[22]	ZHANG L,ZHOU T,HU K,et al. Seismic performance of rammed earth walls with embedded steel wire mesh or bamboo reinforcement mesh[J]. Structures,2024,65:106667.
[23]	BURROUGHS S. Soil property criteria for rammed earth stabilization[J]. Journal of Materials in Civil Engineering,2008,20(3):264-273.
[24]	PELE-PELTIER A,FABBRI A,MOREL J C,et al. A similitude relation to assessing the compressive strength of rammed earth from scale-down samples[J]. Case Studies in Construction Materials,2022,16:e00921.
[25]	LEPAKSHI R,REDDY B V V. Shear strength parameters and Mohr-Coulomb failure envelopes for cement stabilised rammed earth[J]. Construction and Building Materials,2020,249:118708.
[26]	ZHOU T,ZHANG H,ZHANG Z,et al. Investigation of intralayer and interlayer shear properties of stabilized rammed earth by direct shear tests[J]. Construction and Building Materials,2023,367:130320.
[27]	吴海亮,李腾,孙轶良,等.方钢管混凝土柱-H型钢梁外环板节点抗剪性能研究[J].建筑结构,2022,52(6):97-103.
[28]	中华人民共和国住房和城乡建设部.建筑抗震试验规程:JGJ/T 101-2015[S].北京:中国建筑工业出版社,2015.
[29]	HWANG S J,LEE H J. Strength prediction for discontinuity regions by softened strut-and-tie model[J]. Journal of Structural Engineering,2002,128(12):1519-1526.
[30]	SÁNCHEZ-ALEJANDRE A,ALCOCER S M. Shear strength of squat reinforced concrete walls subjected to earthquake loading-trends and models[J]. Engineering Structures,2010,32(8):2466-2476.
[31]	KASSEM W. Shear strength of squat walls:a strut-and-tie model and closed-form design formula[J]. Engineering Structures,2015,84:430-438.
[32]	ARSLAN M E,EMIROĞLU M,YALAMA A. Structural behavior of rammed earth walls under lateral cyclic loading:a comparative experimental study[J]. Construction and Building Materials,2017,133:433-442.
[33]	MERCEDES L,BERNAT-MASO E,GIL L. In-plane cyclic loading of masonry walls strengthened by vegetal-fabric-reinforced cementitious matrix (FRCM) composites[J]. Engineering Structures,2020,221:111097.
[34]	MISSERI G,PALAZZI C,ROVERO L. Seismic vulnerability of timber-reinforced earthen structures through standard and non-standard limit analysis[J]. Engineering Structures,2020,215:110663.
[35]	MIRABI BANADAKI H,MORSHED R,ESLAMI A. In-plane cyclic performance of adobe walls retrofitted with near-surface-mounted steel rebars[J]. Engineering Structures,2019,194:106-119.
[36]	MIRABI BANADAKI H,ESLAMI A,RONAGH H. Near-surface-mounted retrofitting of damaged/undamaged adobe walls using steel bars:analytical evaluation of experimental results[J]. Structures,2020,28:2111-2121.
[37]	PETER F. A nonlinear analysis method for performance-based seismic design[J]. Earthquake Spectra,2000,16(3):573-592.
[38]	中华人民共和国住房和城乡建设部.建筑抗震设计规范:GB 50011-2010[S].北京:中国建筑工业出版社,2010.
[39]	LOURENCO P B,ROTS J Q,BLAAUWENDRAAD J. Continuum model for masonry:parameter estimation and validation[J]. Journal of Structural Engineering,1998,124(6):642-652.
[40]	European Committee for Standardization. Eurocode 8:design of structures for earthquake resistance:EN 1998-1:2004[S]. Brussels:European Committee for Standardization,2005.
[41]	CHOPRA A K,GOEL R K. A modal pushover analysis procedure for estimating seismic demands for buildings[J]. Earthquake Engineering & Structural Dynamics,2002; 31:561-582.
[42]	Standards New Zealand. Engineering design of earth buildings:NZS 4297:2020[S]. Wellington:Standards New Zealand,2020.
[43]	中华人民共和国住房和城乡建设部.砌体结构设计规范:GB 50003-2011[S].北京:中国建筑工业出版社,2011.