Experimental study on strength and porosity ratio of porous ecological concrete

xie xin-sheng; TANG Wei; WANG Jin-ye

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Experimental study on strength and porosity ratio of porous ecological concrete

更新时间：2023-11-28

- Experimental study on strength and porosity ratio of porous ecological concrete
- Advanced Engineering Sciences Vol. 40, Issue 6, Pages: 19-23(2008)
- 作者机构：
  
  四川大学水利水电学院
- 作者简介：
- 基金信息：
- DOI：
  CLC：
- Published：2008，
  
  Published Online：7 September 2008，
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谢新生,汤巍,王锦叶.多孔生态混凝土强度与孔隙率的试验研究[J].工程科学与技术,2008,40(6):19-23.

xie xin-sheng, TANG Wei, WANG Jin-ye. Experimental study on strength and porosity ratio of porous ecological concrete. [J]. Advanced Engineering Sciences 40(6):19-23(2008)
谢新生,汤巍,王锦叶.多孔生态混凝土强度与孔隙率的试验研究[J].工程科学与技术,2008,40(6):19-23. DOI：

xie xin-sheng, TANG Wei, WANG Jin-ye. Experimental study on strength and porosity ratio of porous ecological concrete. [J]. Advanced Engineering Sciences 40(6):19-23(2008) DOI：

摘要

中文摘要: 为了探索适合多孔生态混凝土的配合比设计方法，本文通过正交试验法对多孔生态混凝土的抗压强度和孔隙率及主要影响因素进行了试验研究。结果显示，试样的实测孔隙率13.8%~31.5%，平均值为25.24％，与目标值相近；实测抗压强度为3.49～18.2MPa

平均值9.75MPa，仅为理论值的9.21%~48.02%。试验结果数据显示，在孔隙率超过20％时，强度随孔隙率的增加快速下降。在孔隙率为31.5％时，强度仅3.49MPa，与目标强度相差较大。试验结果也表明，多孔生态混凝土的强度和孔隙率除受水灰比的影响外，灰集比是主要影响因素。灰集比越大，抗压强度越高，但孔隙率也随之减小，说明现有混凝土的强度理论不适合多孔生态混凝土的配合比设计。依据试验数据建立的孔隙率和混凝土强度设计公式(4)和(5)综合考虑了水灰比、灰集比影响，可联立用于多孔生态混凝土的配合比设计。

Abstract

Abstract:In order to explore mix design method of porous ecological concrete

the paper analyzed the strength and porosity of porous ecological concrete on the basic of orthogonal test method

through experimental study. The result showed that the observed porosity was on the rage of 13.8% to 31.5%

the average was about 25.24%

which was near to the target value. However

the observed compression strength was about 3.49 to 18.2MPa

the average was about 9.75MPa

which was just the theoretical values 9.21%to 48.02%.According to the test

when the porosity was over 20 percent

strength would be rapidly decreased .When the porosity was 31.5%

the strength was just 3.49MPa

which was far lower than the target value. The test also showed that the strength and porosity were also affected by ash set ratio. The bigger the ash set ratio

the higher compression strength

but the porosity would low. This could explain that the existed strength theory was not fit to the mix design of porous ecological concrete. According to the experimental results

it has established the empirical formula（4）and formula（5） about compressive strength and porosity design through regression analysis. The empirical formula can guide mix design of porous ecological concrete.

关键词

关键词:生态混凝土孔隙率抗压强度配合比设计

Keywords

Keywords: ecological concreteporositycompressive strengthmix design

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