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竹纤维对砂浆性能影响的试验研究

刘玉莹 尹健 任海波 何凌侠 桑正辉

铁道科学与工程学报2016,Vol.13Issue(8):1522-1527,6.
铁道科学与工程学报2016,Vol.13Issue(8):1522-1527,6.

竹纤维对砂浆性能影响的试验研究

Experi mental research on the i mpact of ba mboo fiber on mortar performances

刘玉莹 1尹健 1任海波 1何凌侠 1桑正辉1

作者信息

  • 1. 中南林业科技大学 土木工程与力学学院,湖南 长沙410004
  • 折叠

摘要

Abstract

Based on the optimal mixing process of mortar reinforced with bamboo fiber,the effects of bamboo fi-ber content and length on workability,flexural strength,compressive strength and dry-shrinkage ratio of mortar were discussed.The test results show that the sinking degree,apparent density and dry-shrinkage ratio of mortar decrease with the increase of fiber content when the amount of fiber is between 0.5 to 2.0 kg/m3 .The strength of mortar firstly increased and then decreases,it reaches the maximum value when the fiber content is 1 .5 kg/m3 . The sinking degree increases while the apparent density decreases with the increase of fiber length when fiber length is between 5 to 20 mm.However,the strength firstly increases and then decreases,and it reaches the maximum value when the fiber length is 1 0 mm.The dry-shrinkage of mortar firstly decreases and then increa-ses,it reaches the lowest value when the fiber length is 1 5 mm.

关键词

竹纤维/砂浆/沉入度/表观密度/强度/干缩率

Key words

bamboo fiber/mortar/sinking degree/apparent density/strength/dry-shrinkage ratio

分类

建筑与水利

引用本文复制引用

刘玉莹,尹健,任海波,何凌侠,桑正辉..竹纤维对砂浆性能影响的试验研究[J].铁道科学与工程学报,2016,13(8):1522-1527,6.

基金项目

湖南省科技厅重点资助项目 ()

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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