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毛锡双 《墙材革新与建筑节能》2010,(8):34-34
本刊讯 近日.苏州昆山市玉山镇建成首个规模化蒸压灰砂(粉煤灰)砖企业——昆山市成基新型建材有限公司。该公司投资3000万元建成4条蒸压灰砂砖生产线.利用河砂、粉煤灰、炉渣等生产蒸压灰砂(粉煤灰)砖.年产标砖1.6亿块。产品品种有蒸压灰砂砖、蒸压灰砂空心砖、蒸压粉煤灰砖、蒸压粉煤灰多孔砖等。 相似文献
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<正>本刊讯2009年12月6~8日,由全国墙体屋面及道路用建筑材料标准化技术委员会组织的《烧结保温砖和保温砌块》、《烧结多孔砖和多孔砌块》、《透水路面砖和路面板》、《烧结路面砖》、《蒸压灰砂多孔砖》等5项国家标准审查会在云南省昆明市召 相似文献
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为了研究不同块型非烧结多孔砖砌体的抗压强度,通过试验研究,对Tasuji-Slate-Nilson破坏准则进行修正后,结合ANSYS有限元分析,得到了分析各种块型砌体抗压强度的理论模型。用该模型对各种块型砖砌体分析结果表明,块体原材料、几何尺寸和孔洞率对砌体抗压强度有明显的影响。在普通砖砌体抗压强度计算公式基础上,引入块型影响系数,得到了各种块型非烧结多孔砖砌体抗压强度计算公式。通过与493个蒸压灰砂多孔砖砌体、144个混凝土多孔砖砌体及30个蒸压粉煤灰多孔砖砌体抗压试验结果对比表明,计算公式的计算精度良好。 相似文献
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《建筑砌块与砌块建筑》2016,(2)
正1范围本标准规定了非承重蒸压灰砂空心砌块和蒸压灰砂多孔(空心)砖的术语和定义、分类、一般规定、技术要求、试验方法、检验规则及产品合格证、堆放和运输。本标准适用于工业与民用建筑等非承重结构部位用蒸压灰砂空心砌块和蒸压灰砂多孔(空心)砖。2规范性引用文件下列文件中的条款通过本标准的引用而成为本标准的条款。凡是注日期的引用文件,其随后所有的修改单(不包括勘误的内容)或修订版均不适用于本标 相似文献
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《建筑砌块与砌块建筑》2017,(6)
<正>为方便厂家测试刚出釜的非承重蒸压灰砂空心砌块和蒸压灰砂空心砖试件的干燥收缩程度,我公司研究出一种适合厂家的干燥收缩率快速测试方法,试验架如图1所示。1试验样品2试验方法2.1试验试件《非承重蒸压灰砂空心砌块和蒸压灰砂多孔(空心)砖》征求意见稿,附录A。试验室温度控制在20℃±2℃,相对湿度控制在50%±10%(前期试验过程有偏差),采集频率为每半小时一次。 相似文献
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黄华大 《墙材革新与建筑节能》2010,(4):24-27
采用最佳生石灰用量,加入废灰砂砖块,使用灰砂砖外加剂,并选择合理的成型压力、生石灰磨细度、蒸压养护制度,可显著提高蒸压灰砂砖质量。 相似文献
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《Construction and Building Materials》2007,21(6):1295-1300
About 10 million tonnes of fly ash are produced yearly as waste from coal fired thermal power plants in Turkey. Only a small portion of this waste is utilized as a raw material in the production of cement and concrete. In this study, Seyitömer power plant fly ash was investigated in the production of light weight bricks. Fly ash, sand and hydrated lime mixtures were steam autoclaved under different test conditions to produce brick samples. An optimum raw material composition was found to be a mixture of 68% fly ash, 20% sand and 12% hydrated lime. The optimum brick forming pressure was 20 MPa. The optimum autoclaving time and autoclaving pressure were found 6 h and 1.5 MPa, respectively. The compressive strength, unit volume weight, water absorption and thermal conductivity of the fly ash–sand–lime bricks obtained under optimum test conditions are 10.25 MPa, 1.14 g/cm3, 40.5% and 0.34 W m−1 K−1 respectively. The results of this study suggested that it was possible to produce good quality light weight bricks from the fly ash of Seyitömer power plant. 相似文献
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Yonghao Fang Yamin Gu Qiubo Kang Quan Wen Pin Dai 《Construction and Building Materials》2011,25(2):867-872
The influences of the batch ingredients and the autoclaving processes on the properties of autoclaved sand–lime brick from low SiO2 content copper tailing were studied. The results show that the copper tailing with low content of SiO2 can be used to produce autoclaved sand–lime bricks meeting GB11945-1999 for Mu 15 sand–lime brick, if only the proportion of the copper tailing in the brick batch does not exceed 50% (% by mass) and appropriate proportions of river sand and sand powder are added to compensate for the low SiO2 content. XRD and SEM analyses show that the main hydrothermal reaction products in the brick are 0.9 nm, 1.1 nm and 1.4 nm tobermorite phases, and the andradite in the copper tailing nearly does not take part in the autoclaving reaction. 相似文献
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Agus Setyo Muntohar 《Construction and Building Materials》2011,25(11):4215-4220
Utilization of lime and rice husk ash for soil stabilization produced considerable strength gain and other geotechnical properties of the stabilized soils. Its application could be also superior for construction materials as compressed-stabilized earth (CSE) or unfired-brick. This paper presents the investigation result of the application of lime and rice husk for unfired brick or compressed stabilized earth. The compressive and three-point flexural strength tests including compressive strength after water submersion were carried out in this present study. The investigation results show that compressive and flexural strength of clay brick are improved by adding of lime and RHA. The best quantity of lime and RHA in this study, is obtained by ratio 1:1 of lime and RHA. The addition of sand in stabilized clay resulted in more improvement in the water retention ability. 相似文献
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The use of brick–lime plasters and their relevance to climatic conditions of historic bath buildings
Brick–lime mortars and plasters have been widely used as water-proof materials in aqueducts, bridges and cisterns since early Hellenistic time. In this study, the characteristics of brick–lime plasters used in some Ottoman bath buildings were investigated in order to understand their relevance as plasters in hot and humid environmental conditions of the baths. For this purpose, basic physical properties, raw material compositions, mineralogical, microstructural and hydraulic properties of brick–lime plasters of some historic bath buildings in ?zmir (Turkey) were determined by XRD, SEM-EDX, AFM and chemical analyses. The results indicated that their survival without loosing their strength and adhesion in hot and humid conditions of the baths was explained by their hydraulic characters due to the consciously use of porous and pozzolanic crushed bricks as aggregate in the manufacturing of plasters. 相似文献
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轻质加气混凝土(NALC)砌块是以水泥、石灰、硅砂为原料,经过高温蒸养而制成的无放射性、无污染的多孔无机环保墙体材料,它具有轻质高强、优良的隔热保暖性、优良的耐火性、良好的抗冻性、优良的抗水渗透性、抗水软化性好、良好的隔音性能和加工性能。 相似文献
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采用灰浆性能表征并辅以扫描电镜(SEM)和X射线衍射(XRD)等技术手段,测定了制备的糯米灰浆的表面强度、抗压强度、抗冻性等性能,探讨了骨料的种类、粒径以及掺量对糯米灰浆性能的影响。结果表明:砖颗粒、河砂、石英砂3种骨料的掺入,使糯米灰浆的收缩性和抗冻性均得到较大改善。其中,砖颗粒骨料的加入使糯米灰浆的抗冻性较空白样品提高了125%;但随着骨料粒径和骨灰比的增大,掺入骨料糯米灰浆的抗压强度、抗冻性和收缩率呈下降趋势。因此,在砖石质文物的保护中,建议使用砖颗粒作为糯米灰浆的骨料,并将骨料粒径控制在3mm以下,骨料/灰的比值控制在2∶1以下,对改善糯米灰浆的性能效果最佳。 相似文献