EXPERIMENTAL RESEARCH ON FROST RESISTANCE OF DRY HANGING FACING STONE

LIU Junjin; TONG Yunqiu; ZHAO Yuxi; YAN Fan; LI Jianhui; WANG Chao; LI Dian

doi:10.13204/j.gyjz202003022

Volume 50 Issue 3

Mar. 2020

Turn off MathJax

Article Contents

Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2020 > 50(3): 131-135

LIU Junjin, TONG Yunqiu, ZHAO Yuxi, YAN Fan, LI Jianhui, WANG Chao, LI Dian. EXPERIMENTAL RESEARCH ON FROST RESISTANCE OF DRY HANGING FACING STONE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 131-135. doi: 10.13204/j.gyjz202003022

Citation:

LIU Junjin, TONG Yunqiu, ZHAO Yuxi, YAN Fan, LI Jianhui, WANG Chao, LI Dian. EXPERIMENTAL RESEARCH ON FROST RESISTANCE OF DRY HANGING FACING STONE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 131-135. doi: 10.13204/j.gyjz202003022

Citation:

PDF( 1214 KB)

EXPERIMENTAL RESEARCH ON FROST RESISTANCE OF DRY HANGING FACING STONE

doi: 10.13204/j.gyjz202003022

1. China Academy of Building Research, Beijing 100013, China;
2. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China

Received Date: 2019-08-20

Abstract

Abstract

Taking the natural dry hanging stone which has been commonly used in stone curtain wall engineering as an example, under freeze-thaw cydes, the changes of compressive strength and flexural strength of granite, limestone and sandstone with different water absorption and protective treatments were studied through tests, the test results showed that the protective treatment could promote the frost resistance of the stone.By conducting different numbers of freeze-thaw cycling test at the same time, the frost resistance coefficients of three kinds of stones as the change of freeze-thaw cycles was compared and analyzed, the fitting curves of frost resistance coefficient and the number of freezing and thawing cycles were obtained, the attenuation law of frost resistance coefficient with the number of freeze-thaw cycles was obtained and the minimum number of freeze-thaw cycles of three kinds of commonly-used stones occurred damage was predicted.
- dry hanging facing stone,
- freeze-thaw cycle,
- frost resistance,
- experimental study

FullText(HTML)

References(20)

References

侯钦超. 石材幕墙实用技术手册[M]. 北京:中国建材工业出版社, 2013.

李万新. 浅析冻融对石材压缩强度的影响[J]. 石材, 2002(5):27-28.

HORI M, MORIHIRO H. Micromechanical Analysis on Deterioration Due to Freezing and Thawing in Porous Brittle Materials[J]. International Journal of Engineering Science, 1998, 36(4):511-522.

母剑桥, 裴向军, 黄勇, 等. 冻融岩体力学特性实验研究[J]. 工程地质学报, 2013, 21(1):103-108.

申艳军, 杨更社, 荣腾龙,等. 岩石冻融循环试验建议性方案探讨[J]. 岩土工程学报, 2016, 38(10):1775-1782.

姜自华, 姚兆明, 陈军浩. 冻融循环和含水率对砂岩单轴抗压强度的影响[J]. 矿业研究与开发, 2017(1):93-96.

杨更社, 蒲毅彬, 马巍. 寒区冻融环境条件下岩石损伤扩展研究探讨[J]. 实验力学, 2002(2):97-103.

徐光苗, 刘泉声. 岩石冻融破坏机理分析及冻融力学试验研究[J]. 岩石力学与工程学报, 2004, 24(17):3076-3082.

母剑桥, 裴向军, 黄勇, 等. 冻融岩体力学特性实验研究[J]. 工程地质学报, 2013, 21(1):103-108.

方云, 乔梁, 陈星, 等. 云冈石窟砂岩循环冻融试验研究[J]. 岩土力学, 2014(9):2433-2442.

闻磊, 李夕兵, 尹彦波, 等. 冻融循环作用下花岗斑岩和灰岩物理力学性质对比分析及应用研究[J]. 冰川冻土, 2014, 36(3):632-639.

中国人民共和国国家质量监督检验检疫总局. 干挂饰面石材:GB/T 32834-2016[S]. 北京:中国标准出版社, 2017.

孙顺杰, 洪永顺, 张琳. 有机硅石材防护剂性能的研究[J]. 石材, 2008(3):8-13.

佚名. 一种渗透型纳米石材防护剂及其制备方法:CN 104312396 B[P]. 2016.

李键灵. 乳液型石材防护剂介绍[J]. 建材发展导向, 2017(4):108.

王继虎, 陶冶, 姚静, 等. 石材表面防护剂的研究进展[J]. 石材, 2008(8):16-20.

苏景亮, 武鸽. 石材防护剂的研究与应用进展[J]. 辽宁化工, 2013, 42(4):349-351.

安光军. 谈谈石材防护剂未来发展的方向[J]. 石材, 2017(2):27-29.

刘强, 张秉坚, 龙梅. 石质文物表面憎水性化学保护的副作用研究[J]. 文物保护与考古科学, 2006, 18(2):1-7.

中国人民共和国国家质量监督检验检疫总局. 天然饰面石材试验方法:GB/T 9966-2001[S]. 北京:中国标准出版社, 2008.

Relative Articles

[1]	YE Yong, YANG Shixuan, CHEN Hongtao, GUO Zixiong. Experimental Research on Mechanical Properties of Stone Curtain Wall Connection with Attached Stone Back Hook[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 160-167. doi: 10.3724/j.gyjzG23091701
[2]	ZHANG Minxia, WANG Yatao, NIU Shuangjian, CAI Baoshuai, ZHANG Zhenquan. Research Progress on Effects of Freeze-Thaw Action on Wind Erosion and Dust Resistance of Microbial Cured Bare Soil[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(9): 191-197. doi: 10.3724/j.gyjzG22102404
[3]	FAN Rongquan, LI Jingxiong, FENG Chuan, DONG Bin, JIAO Yifei, ZENG Wenhui. Study on Strength Deterioration of Peat Soil in Freeze-Thaw Cycles[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(10): 168-174. doi: 10.3724/j.gyjzG22101822
[4]	WANG Yindong, LU Jianguo, WAN Xunsheng, TAN Lilin, DENG Fei, ZHOU Xiaoxun. Study on Characteristics of Hydro-Thermal Transfer and Freezing-Thawing of Soil-Rock Mixtures[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 174-181. doi: 10.3724/j.gyjzG22082708
[5]	WANG Xiuli, WU Zheng, CHEN Zhihua, PAN Xubin. Experimental Study on Physical and Mechanical Properties and Frost Resistance of EPS Cement-Based Composites with Corn Husk Fiber[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 208-215. doi: 10.13204/j.gyjzG22052414
[6]	LONG Yifei, PAN Chan, GUO Xiaoqin, LI Yangwei. Experimental Research on Dynamic Mechanical Properties of Rubber Concrete Subjected to Freeze-Thaw Cycles[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(4): 163-170,139. doi: 10.13204/j.gyjzG21091202
[7]	LIU Kaihua, YAN Jiachuan, HU Qiong, ZOU Chaoying. RESEARCH ON THE COMPRESSIVE CONSTITUTIVE MODEL OF SELF-COMPACTING CONCRETE AFTER FREEZE-THAW CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 76-81,111. doi: 10.13204/j.gyjz201906040002
[8]	XU Lina, NIU Lei, ZHANG Ying, WANG Jun. EFFECT OF FREEZE-THAW CYCLING ON THE MECHANICAL PROPERTIES OF FIBER-REINFORCED CEMENTED SOIL[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(3): 109-113. doi: 10.13204/j.gyjz202003018
[9]	WU Yang, HE Qiangqiang, WANG Yongyan. RESEARCH ON CREEP CHARACTERISTICS OF ROCK-LIKE MATERIALS UNDER FREEZE-THAW CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 106-110,62. doi: 10.13204/j.gyjzG20010110
[10]	Yang Jun, Xu Wei. THE LOADED SWELLING RATIO TEST AND MODEL PREDICTION OF WEATHERED SAND IMPROVED EXPANSIVE SOIL UNDER FREEZE-THAW CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(1): 113-117. doi: 10.13204/j.gyjz201501022
[11]	Cao Dafu, Zhou Min, Ge Wenjie, Yuan Shenfeng. STUDY OF THE SHEAR BEHAVIORS OF RC BEAMS AFTER FREEZE-THAW CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 32-37. doi: 10.13204/j.gyjz201502008
[12]	Qu Feng, Niu Ditao, Yang Yuxi. EXPERIMENTAL STUDY OF PERFORMANCE OF FLY ASH FIBER CONCRETE UNDER THE ACTION OF SALT FROST[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(06): 77-80. doi: 10.13204/j.gyjz201406018
[13]	Su Xiaoping, Zhang Li, Guo Jinhui. EXPERIMENTAL STUDY OF CONCRETE DURABILITY UNDER THE ACTION OF SINGLE SALT CORROSION AND FREEZING-THAWING CYCLES[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(09): 110-113.
[14]	Chen Shudong, Sun Wei, Yu Hongfa, Zhang Yunsheng. STUDY ON CARBONATION OF FLY ASH CONCRETE WITH FREEZE-THAW CYCLE[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 133-136. doi: 10.13204/j.gyjz201201025
[15]	Li Yandong, Ye Yinghua, Zhang Jian, Zhou Yu. EXPERIMENT OF PROPERTIES DETERIORATION OF CONCRETE IN MULTI-AGGRESSIVE AND FREEZE-THAW ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 120-123. doi: 10.13204/j.gyjz201106025
[16]	Guo Qi, Pan Jianwu, Wu Gang. EXPERIMENTAL INVESTIGATION ON DURABILITY OF BASALT FIBER REINFORCED POLYMER UNDER FREEZE-THAW CYCLE AND SODIUM CHLORIDE SOLUTION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 17-21,38. doi: 10.13204/j.gyjz201004005
[17]	Ji Xiaodong, Zhao Ning, Song Yupu. EXPERIMENTAL STUDY ON BOND BEHAVIOR'S DETERIORATION BETWEEN DEFORMED STEEL BAR AND CONCRETE AFTER FREEZING AND THAWING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 87-91. doi: 10.13204/j.gyjz201001022
[18]	Liu Ronggui, Fu Kai, Yan Tingcheng. THE FATIGUE PROPERTIES OF PRE-STRESSED CONCRETE STRUCTURE UNDER THE CONDITIONS OF FREEZE-THAW CYCLE[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(11): 75-78. doi: 10.13204/j.gyjz200811018
[19]	Song Xiaoruan, Zhang Di, Cui Jianhua. EXPERIMENT ON FROST RESISTANCE OF GRC PLATE USED AS FORMWORK[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(2): 77-80. doi: 10.13204/j.gyjz200702019
[20]	Zhang Leishun, Wang Juan, Huang Qiufeng, Deng Yu. EXPERIMENTAL STUDY ON FROST-RESISTANT DURABILITY OF RECYCLED CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 64-66,45. doi: 10.13204/j.gyjz200509017