[1]许清风,傅传国,蒋永生.钢纤维砂浆强度的试验研究[J].东南大学学报(自然科学版),1999,29(4):113-116.[doi:10.3969/j.issn.1001-0505.1999.04.024]
 Xu Qingfeng,Fu Chuanguo,Jiang Yongsheng.Experimental Research on Strengths of Steel Fiber Reinforced Mortar[J].Journal of Southeast University (Natural Science Edition),1999,29(4):113-116.[doi:10.3969/j.issn.1001-0505.1999.04.024]
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钢纤维砂浆强度的试验研究()
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《东南大学学报(自然科学版)》[ISSN:1001-0505/CN:32-1178/N]

卷:
29
期数:
1999年第4期
页码:
113-116
栏目:
能源与动力工程
出版日期:
1999-07-20

文章信息/Info

Title:
Experimental Research on Strengths of Steel Fiber Reinforced Mortar
作者:
许清风1 傅传国2 蒋永生1
1 东南大学土木工程学院, 南京 210096; 2 山东建筑工程学院, 济南 250014
Author(s):
Xu Qingfeng1 Fu Chuanguo2 Jiang Yongsheng1
1 College of Civil Engineering, Southeast University, Nanjing 210096
2 Shandong Architectural and Civil Engineering Institute, Jinan 250014
关键词:
普通砂浆 钢纤维砂浆 韧性 掺量
Keywords:
normal mortar steel fiber reinforced mortar (SFRM) ductility ratio by volume
分类号:
TU86.16
DOI:
10.3969/j.issn.1001-0505.1999.04.024
摘要:
通过对84个砂浆试件的试验研究,对比了普通砂浆和掺入不同长度、不同掺量钢纤维的钢纤维砂浆的抗压强度和抗折强度.表明钢纤维砂浆的抗压强度略有提高,平均提高约10%; 抗折强度有很大提高,平均提高约150%; 砂浆韧性得到明显改善. 同时指出砂浆强度和韧性的改善程度与所掺入钢纤维的长度和掺量有关.
Abstract:
The comparison test studies of 72 specimens using steel fiber reinforced mortar (SFRM) with 12 specimens using normal mortar. The length and the ratio by volume of steel fiber are changed. Based on the test, the conclusions can be derived as follows: the mean compressive strength of SFRM increases about 10% over that of normal mortar; the mean bending strength of SFRM has a great increase about 150% over that of normal mortar; SFRM specimens rupture with ductile characteristics and the normal mortar specimens collapse brittlely. The improvement of SFRM changes according to the length of steel fiber and its ratio by volume.

参考文献/References:

[1] 建筑砂浆基本性能试验研究 (JGJ70—90).北京:中国建筑工业出版社,1990
[2] 许清风.钢纤维砂浆空心砖砌体基本力学性能和墙体抗震性能的试验研究:[学位论文].南京:东南大学土木工程学院,1998
[3] 莱昂哈特 F,门希E著.钢筋混凝土结构设计原理.程积高,程鹏译.北京:人民交通出版社,1991.86~87

备注/Memo

备注/Memo:
第一作者:男,1973年生, 博士研究生.
更新日期/Last Update: 1999-07-20