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废胎橡胶用量对保温砂浆导热系数的影响与神经网络预测 被引量:8
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作者 叶宇巡 马成畅 黄达 《新型建筑材料》 2014年第5期92-95,100,共5页
在利用和有效处置废胎橡胶的背景下,研究了以废胎橡胶颗粒作为骨料的砂浆导热系数随废胎橡胶颗粒用量的变化规律。在砂浆配合比设计中,保持废胎橡胶颗粒和玻化微珠的堆积体积之和为1m^3,其中废胎橡胶颗粒用量分别为0、125、250、375... 在利用和有效处置废胎橡胶的背景下,研究了以废胎橡胶颗粒作为骨料的砂浆导热系数随废胎橡胶颗粒用量的变化规律。在砂浆配合比设计中,保持废胎橡胶颗粒和玻化微珠的堆积体积之和为1m^3,其中废胎橡胶颗粒用量分别为0、125、250、375和500kg/m^3。试验结果表明:以废胎橡胶颗粒和玻化微珠作为骨料的砂浆28d抗压强度在0.32-2.64MPa;该类砂浆的热导系数为0.080-0.152W/(m·K),并随着废胎橡胶颗粒和水泥用量的增加而增大。根据废胎橡胶粉、玻化微珠、水泥、乳胶粉、减水剂和水灰比等因素建立的BP神经网络导热系数预测模型,得出的预测值与试验的实际数值比较吻合,预测精度能满足要求。 展开更多
关键词 废胎橡胶 保温砂浆 导热系数 BP神经网络 预测模型
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废胎橡胶颗粒和玻化微珠对保温砂浆力学和导热性能的影响 被引量:4
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作者 李兴平 黄达 +3 位作者 何翔 林惠丽 孙凯 叶青 《新型建筑材料》 2013年第10期52-54,共3页
利用经有效处理的废胎橡胶颗粒与玻化微珠为骨料配制保温砂浆,并对保温砂浆的力学性能与导热系数随废胎橡胶颗粒用量的变化规律进行了研究。试验结果表明:以废胎橡胶颗粒和玻化微珠为骨料配制的保温砂浆28d干表观密度均小于800kg/m^... 利用经有效处理的废胎橡胶颗粒与玻化微珠为骨料配制保温砂浆,并对保温砂浆的力学性能与导热系数随废胎橡胶颗粒用量的变化规律进行了研究。试验结果表明:以废胎橡胶颗粒和玻化微珠为骨料配制的保温砂浆28d干表观密度均小于800kg/m^2,抗压强度为1.4~1.8MPa,28d折压比为O.4~0.7,明显大于普通水泥砂浆阿折压比;砂浆导热系数为0.09~0.13W/(m·K),随废胎橡胶颗粒用量增加而增大。因此,该砂浆可用于抹灰砂浆和保温砂浆。 展开更多
关键词 废胎橡胶 玻化微珠 保温砂浆 导热性 力学性能
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废胎橡胶颗粒保温砂浆物理力学性能随水泥用量的变化规律 被引量:2
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作者 何翔 黄达 +3 位作者 李兴平 林惠丽 孙凯 叶青 《浙江建筑》 2013年第9期61-64,共4页
对以废胎橡胶颗粒(WTRP)和玻化微珠为骨料的砂浆物理力学性能随水泥用量的变化规律进行了试验研究。在砂浆试验配合比设计中,保持废胎橡胶颗粒和玻化微珠的堆积体积分别为0.25,0.75 m3,水泥用量分别为150,200,250,300,350,400 kg/m3。... 对以废胎橡胶颗粒(WTRP)和玻化微珠为骨料的砂浆物理力学性能随水泥用量的变化规律进行了试验研究。在砂浆试验配合比设计中,保持废胎橡胶颗粒和玻化微珠的堆积体积分别为0.25,0.75 m3,水泥用量分别为150,200,250,300,350,400 kg/m3。试验结果表明:以废胎橡胶颗粒和玻化微珠为骨料砂浆的干表观密度均小于710 kg/m3,随着水泥用量的增加其28 d的抗压强度依次达到0.4-2.3 MPa,其热导率值依次达到0.086-0.125 W/(m·K)。这种以废胎橡胶颗粒和玻化微珠为骨料的砂浆可用作保温材料。 展开更多
关键词 废胎橡胶 玻化微珠 保温砂浆 导热性 力学性能
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废胎橡胶颗粒对水泥砂浆力学和导热性能的影响
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作者 黄达 章正斐 +4 位作者 何翔 林惠丽 孙凯 俞嘉陈 叶青 《福建建材》 2013年第10期7-9,共3页
本文对以废胎橡胶颗粒和机制砂作为骨料的砂浆力学性能和导热性能随废胎橡胶颗粒用量的变化规律进行了研究。在砂浆配合比设计中保持废胎橡胶颗粒和砂的堆积体积之和为1m3,其中废胎橡胶颗粒用量分别为0,125,250,375和500kg/m3。试验结... 本文对以废胎橡胶颗粒和机制砂作为骨料的砂浆力学性能和导热性能随废胎橡胶颗粒用量的变化规律进行了研究。在砂浆配合比设计中保持废胎橡胶颗粒和砂的堆积体积之和为1m3,其中废胎橡胶颗粒用量分别为0,125,250,375和500kg/m3。试验结果表明:该以废胎橡胶颗粒和机制砂为骨料砂浆的抗折和抗压强度均随着废胎橡胶颗粒用量的增加而明显降低,该砂浆的28d龄期折与压比明显随着废胎橡胶颗粒用量的增加而增加,该砂浆具有一定的韧性。该砂浆的热导系数值随废胎橡胶颗粒用量的增加而明显降低。当废胎橡胶颗粒用量大于250kg/m3时,该废胎橡胶颗粒砂浆可以用作绝热材料。该砂浆的28d龄期干体积密度随废胎橡胶颗粒用量的提高而降低。 展开更多
关键词 废胎橡胶 砂浆 保温砂浆 导热性 力学性能
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西藏地区废胎橡胶粉改性沥青的应用前景研究 被引量:1
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作者 苏江 田荣燕 +1 位作者 唐靖武 吴金岳 《河南科技》 2019年第1期98-101,共4页
西藏地处青藏高原,平均海拔在4 000m以上,年日照高达3 000h,具有紫外线辐射强、昼夜温差大、土质差、冻融等特殊的高原环境条件,所以西藏地区沥青路面的损坏速度、沥青材料及施工方法等并不能完全根据一般地区已有的实践经验。在高原特... 西藏地处青藏高原,平均海拔在4 000m以上,年日照高达3 000h,具有紫外线辐射强、昼夜温差大、土质差、冻融等特殊的高原环境条件,所以西藏地区沥青路面的损坏速度、沥青材料及施工方法等并不能完全根据一般地区已有的实践经验。在高原特殊条件下借鉴应用国内外现有成熟的沥青路面修建技术时必须进行验证与改进,以提高西藏地区沥青路面的使用性能和寿命。因此,基于国内外对废胎橡胶粉改性沥青的研究,探索适用于西藏地区公路建设的橡胶粉改性沥青显得尤为重要。对比分析废胎橡胶粉改性沥青中的橡胶粉掺量和各类沥青的性能发现,西藏地区不宜采用SBS改性沥青,宜采用SBR改性沥青;废胎橡胶粉改性沥青的高低温性能优于SBR改性沥青,其更适用于高原地区的公路建设,也必将在西藏地区迅速发展并得到广泛运用。 展开更多
关键词 废胎橡胶粉改性沥青 SBR改性沥青 高低温性能 沥青路面
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Investigation of Swelling and Dissolution Process of Natural Rubber in Aromatic Oil 被引量:3
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作者 Wang Feng Kuang Minming +2 位作者 Li Guanlong Zhou Xiaolong Li Chenglie 《China Petroleum Processing & Petrochemical Technology》 SCIE CAS 2015年第3期76-86,共11页
Aromatic oil has been used to promote the properties of crumb rubber modified asphalt which is an ideal method to deal with the resource utilization of waste rubber tires and by-product of refinery. Furfural extract o... Aromatic oil has been used to promote the properties of crumb rubber modified asphalt which is an ideal method to deal with the resource utilization of waste rubber tires and by-product of refinery. Furfural extract oil(FEO) was separated into the light fraction and the heavy fraction. Swelling and dissolution process of natural rubber sheet in these three oil samples was investigated to shed light on the interaction mechanism. Crumb rubber also interacted on FEO and asphalt respectively. Energy dispersive spectrometer(EDS), thermo-gravimetric analysis(TGA) and scanning electron microscope(SEM) were used to characterize the chemical and structural properties of processed rubber. The chemical composition of processed oils and asphalt was investigated by using the hydrocarbon group analysis(SARA) and gel permeation chromatography. The results revealed that the swelling rate and mass loss of rubber in oils were much higher than those in asphalt and rose with an increasing processing temperature. The heavy fraction of FEO had more diffusion and dissolving capability than the light fraction, whilst compatibility was observed between the heavy fraction and the light fraction. Selective absorption was not observed in the study and detachment of dissolved rubber was disseminated from the outside to the inside. The cross-linking degree of the residue rubber was unchanged with the processing time, and sulfur predominantly remained in the undissolved rubber. Dissolution of crumbed rubber in oils was attributed to devulcanization, while that in the asphalt was mainly attributed to depolymerization. 展开更多
关键词 RUBBER aromatic oil ASPHALT SWELLING DISSOLUTION
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Pseudo-Dynamic Testing for Seismic Performance Assessment of Buildings with Seismic Isolation System Using Scrap Tire Rubber Pad Isolators 被引量:6
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作者 Huma Kanta Mishra Akira Igarashi +1 位作者 Dang Ji Hiroshi Matsushima 《Journal of Civil Engineering and Architecture》 2014年第1期73-88,共16页
Investigation of seismic performance of buildings with STRP (scrap tire rubber pad) seismic isolators by means of pseudo-dynamic tests and numerical simulation is presented. The isolated building is numerically mode... Investigation of seismic performance of buildings with STRP (scrap tire rubber pad) seismic isolators by means of pseudo-dynamic tests and numerical simulation is presented. The isolated building is numerically modeled, while the base isolation layer is considered as the experimental substructure in the pseudo-dynamic tests. The test result verifies that the STRP isolator shows acceptable shear deformation performance predicted by the design methods, and demonstrated that seismic isolation using STRP works as a protective measure to provide enhanced seismic performance of the building indicated by the reduction of top floor absolute acceleration, drift and base shear as designated. 展开更多
关键词 Pseudodynamic test STRP isolator numerical simulation base isolation seismic performance.
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Waste Tire Rubber Particles using to Improve the Properties of Local Asphalt Concrete
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作者 Abdulali Bashir Ahmed Ben Saleh 《Journal of Chemistry and Chemical Engineering》 2010年第11期44-48,共5页
The research considered urgent ecological reasons linked to environment such as worn tires, the waste tire rubber's powder was collected from the tire cars repair shops (passed from the sieve No 18 μm), and used t... The research considered urgent ecological reasons linked to environment such as worn tires, the waste tire rubber's powder was collected from the tire cars repair shops (passed from the sieve No 18 μm), and used to improve the asphalt concrete properties. Raw materials used were prepared and tested. Varies of asphalt concrete mixtures were prepared with different ratios of bitumen (5, 5.5, 6, 6.5, 7% % of concrete weight). The Marshall mix design method was used to determine optimum conditions for bitumen in asphalt concrete with specific weight, stability and flow Test, the optimum amount of bitumen was 6.1% of whole asphalt concrete. The different percentages of waste tire rubber powder (0.0, 0.05, 0.10, 0.15% of bitumen weight) were added in optimum bitumen of asphalt concretes, then specific weight and Marshall test were evaluated. These asphalt-rubber mixtures were found to act quite differently from traditional, unmodified asphalt mixtures. However, these results indicate that improved pavement performance can be achieved with asphalt-rubber binder. 展开更多
关键词 Asphalt concrete additives to asphalt concrete waste rubber tiers modified asphalt.
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