非金属矿
非金屬礦
비금속광
NON-METALLIC MINES
2014年
5期
8-10
,共3页
玻璃纤维网格布%聚合物矿物混凝土(PMC)%抗压强度%组分优化
玻璃纖維網格佈%聚閤物礦物混凝土(PMC)%抗壓彊度%組分優化
파리섬유망격포%취합물광물혼응토(PMC)%항압강도%조분우화
class ifber mesh%Polymer Mineral Concrete (PMC)%compressive strength%optimization of component
为进一步提高聚合物矿物混凝土(PMC)力学性能，选用玻璃纤维网格布增强PMC。通过正交实验设计，分析各因素对玻璃纤维网格布增强PMC抗压强度的作用规律。结果表明：对玻璃纤维网格布增强PMC抗压强度的影响因素显著性由大到小依次为黏合剂用量、玻璃纤维网格布加入量、玻璃纤维网格布网眼尺寸、填料用量。推荐玻璃纤维网格布增强PMC的最佳组分为：黏合剂10%，玻璃纤维网格布1%，玻璃纤维网格布的网眼尺寸8mm×8mm，填料9%，骨料80%，抗压强度达到137.59 MPa。
為進一步提高聚閤物礦物混凝土(PMC)力學性能，選用玻璃纖維網格佈增彊PMC。通過正交實驗設計，分析各因素對玻璃纖維網格佈增彊PMC抗壓彊度的作用規律。結果錶明：對玻璃纖維網格佈增彊PMC抗壓彊度的影響因素顯著性由大到小依次為黏閤劑用量、玻璃纖維網格佈加入量、玻璃纖維網格佈網眼呎吋、填料用量。推薦玻璃纖維網格佈增彊PMC的最佳組分為：黏閤劑10%，玻璃纖維網格佈1%，玻璃纖維網格佈的網眼呎吋8mm×8mm，填料9%，骨料80%，抗壓彊度達到137.59 MPa。
위진일보제고취합물광물혼응토(PMC)역학성능，선용파리섬유망격포증강PMC。통과정교실험설계，분석각인소대파리섬유망격포증강PMC항압강도적작용규률。결과표명：대파리섬유망격포증강PMC항압강도적영향인소현저성유대도소의차위점합제용량、파리섬유망격포가입량、파리섬유망격포망안척촌、전료용량。추천파리섬유망격포증강PMC적최가조분위：점합제10%，파리섬유망격포1%，파리섬유망격포적망안척촌8mm×8mm，전료9%，골료80%，항압강도체도137.59 MPa。
Polymer Mineral Concrete (PMC) reinforced by class ifber mesh was fabricated in order to improving the mechanical property of PMC. Orthogonal tests were carried out to analysis the law of how the factors affect the compression strength of PMC reinforced by class ifber mesh. The results showed that the signiifcant inlfuences on compressive strength of PMC reinforced by class ifber mesh from large to small were amount of adhesive, the amount of class ifber mesh, mesh size and the amount of ifller. The suitable constitute of PMC reinforced by class ifber mesh were 10%adhesive, 1% class ifber mesh, mesh size of 8mm×8mm, 9% ifller and 80% aggregate, the compressive strength got up to 137.59MPa.
