福建建设科技
福建建設科技
복건건설과기
FUJIAN CONSTRUCTION SCIENCE & TECHNOLOGY
2012年
6期
49-51
,共3页
竹纤维%加气混凝土%复合%抗压强度%吸音
竹纖維%加氣混凝土%複閤%抗壓彊度%吸音
죽섬유%가기혼응토%복합%항압강도%흡음
Bamboo fiber%aerated concrete%composite%compression strength%sound absorption
竹纤维与水泥等无机材料复合制备的加气混凝土,在相同工艺条件下会出现表观密度的下降。以相同表观密度为基准,通过竹纤维复合加气混凝土可以成为增强抗压强度和提高材料的吸音系数的方法之一。研究表明:当慈竹纤维含量达到7.17%时、毛竹纤维含量为5.94%时、绿竹纤维含量为7.93%时,增强效果达到峰值。三种竹纤维中慈竹纤维增强效果最好:抗压强度提高了12.5%;绿竹纤维复合增强抗压强度9.4%;毛竹纤维复合增强7.9%。另一方面,不同竹纤维复合的加气混凝土的吸音系数均有不同程度的提高。
竹纖維與水泥等無機材料複閤製備的加氣混凝土,在相同工藝條件下會齣現錶觀密度的下降。以相同錶觀密度為基準,通過竹纖維複閤加氣混凝土可以成為增彊抗壓彊度和提高材料的吸音繫數的方法之一。研究錶明:噹慈竹纖維含量達到7.17%時、毛竹纖維含量為5.94%時、綠竹纖維含量為7.93%時,增彊效果達到峰值。三種竹纖維中慈竹纖維增彊效果最好:抗壓彊度提高瞭12.5%;綠竹纖維複閤增彊抗壓彊度9.4%;毛竹纖維複閤增彊7.9%。另一方麵,不同竹纖維複閤的加氣混凝土的吸音繫數均有不同程度的提高。
죽섬유여수니등무궤재료복합제비적가기혼응토,재상동공예조건하회출현표관밀도적하강。이상동표관밀도위기준,통과죽섬유복합가기혼응토가이성위증강항압강도화제고재료적흡음계수적방법지일。연구표명:당자죽섬유함량체도7.17%시、모죽섬유함량위5.94%시、록죽섬유함량위7.93%시,증강효과체도봉치。삼충죽섬유중자죽섬유증강효과최호:항압강도제고료12.5%;록죽섬유복합증강항압강도9.4%;모죽섬유복합증강7.9%。령일방면,불동죽섬유복합적가기혼응토적흡음계수균유불동정도적제고。
Under the same manufacture conditions, aerated concrete made from bamboo fibre and cement has a lower apparent density than that made from cement only. Consequently, one of these formers would have a higher compression strength and sound absorption coefficient than the latter base on same apparent density. The results indicated that 7.17% Omei Mountain Bamboo (Bambusae Omeiensis) fiber, 5. 94% Moso bamboo (Phyllostachys edulis) (Carr.) H. de L. ) fiber, green bamboo (Bambusa oldhamii Munro) fiber was the optimum a- mount that resulted in maximum increase in compression strength and sound absorption ability. Adding bamboo fibers increased compres- sion strength by 12.5%, 9.4% and 7.9%. Same time, the absorption coefficients of samples are raised respectively.