期刊文献+
共找到9篇文章
< 1 >
每页显示 20 50 100
土聚水泥的聚合反应与土聚水泥的研究现状 被引量:6
1
作者 吴敏 施惠生 《中国非金属矿工业导刊》 2007年第3期8-13,共6页
土聚水泥是一种新型的碱激活胶凝材料,具有优异的工程性能与环保性能。本文介绍了土壤聚合反应的机理,并对土壤聚合反应的过程进行了详细的讨论;分析了土聚水泥的化学成分以及矿物组成;讨论了其水化产物的形态以及结构特点;概述了土聚... 土聚水泥是一种新型的碱激活胶凝材料,具有优异的工程性能与环保性能。本文介绍了土壤聚合反应的机理,并对土壤聚合反应的过程进行了详细的讨论;分析了土聚水泥的化学成分以及矿物组成;讨论了其水化产物的形态以及结构特点;概述了土聚水泥具备的性能特点;综述了当今国内外对土聚水泥的研究及发展现状,指出土聚水泥由于其广阔的应用领域及优异的性能有着巨大的开发前景。 展开更多
关键词 水泥 土聚反应 水化产物 结构 性能 开发前景
下载PDF
土聚水泥的研究现状与展望 被引量:20
2
作者 张程博 石宗利 王顺花 《硅酸盐通报》 CAS CSCD 北大核心 2008年第1期127-131,146,共6页
土聚水泥是一种新型的高性能碱激活水泥,具有优异的工程性能与环保特性。本文介绍了土壤聚合反应的机理,详细分析了土聚水泥的化学成分以及矿物组成;讨论了其水化产物的形态以及结构特点;概述了土聚水泥的应用发展前景和当前国内外的研... 土聚水泥是一种新型的高性能碱激活水泥,具有优异的工程性能与环保特性。本文介绍了土壤聚合反应的机理,详细分析了土聚水泥的化学成分以及矿物组成;讨论了其水化产物的形态以及结构特点;概述了土聚水泥的应用发展前景和当前国内外的研究现状,并提出了几个新的研究问题。 展开更多
关键词 水泥 土聚反应 碱激发剂
下载PDF
土聚水泥的应用及研究现状 被引量:48
3
作者 代新祥 文梓芸 《水泥》 CAS 2001年第10期11-14,共4页
土聚水泥是一种高性能的碱激活水泥。介绍了该水泥的化学成分、矿物组成、主要特性、生产工艺、聚合机理、应用领域及研究现状。
关键词 水泥 土聚反应 绿色胶凝材料
下载PDF
新型土壤聚合物研究进展 被引量:10
4
作者 代新祥 文梓芸 《合成材料老化与应用》 2001年第3期27-30,共4页
土壤聚合物是一类有别于有机高分子聚合物新型无机聚合物 ,其独特的性能补充了有机高分子聚合物的不足。本文介绍了土壤聚合物的优异性能 。
关键词 合物 土聚反应 研究进展 无机合物 性能
下载PDF
土聚水泥应用研究的新进展 被引量:2
5
作者 张程博 王顺花 石宗利 《上海建材》 2007年第5期24-26,共3页
作为一种新型的碱激活水泥,土聚水泥具有优异工程性能。这里介绍了土壤聚合反应的机理,详细分析了土聚水泥的化学成分以及矿物组成;讨论了其水化产物的形态以及结构特点;概述了土聚水泥的应用发展前景和当今国内外应用研究新的进展情况... 作为一种新型的碱激活水泥,土聚水泥具有优异工程性能。这里介绍了土壤聚合反应的机理,详细分析了土聚水泥的化学成分以及矿物组成;讨论了其水化产物的形态以及结构特点;概述了土聚水泥的应用发展前景和当今国内外应用研究新的进展情况,并提出了几个新的研究问题。 展开更多
关键词 水泥 土聚反应 应用研究
下载PDF
土聚水泥残留碱浓度的理论计算、测试及其危害性
6
作者 肖绍展 尹兴 +2 位作者 涂杰 李勇 马奇 《水泥》 CAS 北大核心 2010年第9期5-10,共6页
对于邻近双硅铝土聚物组成附近的土聚水泥体系,基于反应形成物为双硅铝土聚物的结论,针对土聚反应终点,对不同组成的理论残留碱浓度进行计算,并拟定适宜的方法测定土聚水泥的实际残留碱含量。结果表明,虽然本项目土聚水泥的实际残留碱... 对于邻近双硅铝土聚物组成附近的土聚水泥体系,基于反应形成物为双硅铝土聚物的结论,针对土聚反应终点,对不同组成的理论残留碱浓度进行计算,并拟定适宜的方法测定土聚水泥的实际残留碱含量。结果表明,虽然本项目土聚水泥的实际残留碱含量与根据文献报道的土聚水泥组成而计算的理论残留碱含量属同一个等级,但其吸潮泛碱现象却远远超过常规水泥,从而导致其制品上出现严重斑团状色差而根本上破坏装饰效果。这样的泛碱水平相应于土聚水泥对环境土壤的碱性危害。因此,对可能危害绿化植被的工程,诸如公园、街道、道路等场所,土聚类型材料的实际残留碱浓度及碱溶出危害性,均宜测定并妥当评价。 展开更多
关键词 水泥 碱激发 泛碱 残留碱 碱溶出 土聚反应终点 土聚反应完成率 理论残留碱计算 残留碱测定 环境释放
下载PDF
Ethylene Polymerization with Palygorskite Supported Nickel-Diimine Catalyst 被引量:2
7
作者 严小伟 王靖岱 +1 位作者 阳永荣 张雷 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2005年第3期361-366,共6页
A nickel-diimine catalyst [N, N'-bis(2,6-diisopropylphenyl)-1,4-diaza-2,3-dimethyl-1, 3-butadiene nickel dibromide, DMN] was supported on palygorskite clay for ethylene slurry polymerization. The effect of support... A nickel-diimine catalyst [N, N'-bis(2,6-diisopropylphenyl)-1,4-diaza-2,3-dimethyl-1, 3-butadiene nickel dibromide, DMN] was supported on palygorskite clay for ethylene slurry polymerization. The effect of supporting methods on the catalyst impregnation was studied and compared. Pretreatment of the support with methylalumi-noxane (MAO) followed by DMN impregnation gave higher catalyst loading and catalytic activity than the direct impregnation of DMN. Catalyst activity as high as 5.42×105g PE·molNi-1·h-1 was achieved at ethylene pressure of 6.87×105 Pa and polymerization temperature of 20℃. In particular, the morphological change of the support during MAO treatment was characterized and analyzed. It was found that nano-fiber clusters formed during the support pretreatment, which increased the surface area of the support and favored the impregnation of the catalyst. The investigation of polymerization behavior of supported catalyst revealed that the polymerization rate could be kept at a relatively high level for a long time, different from the homogeneous catalyst. By analyzing the SEM photographs of the polymer produced by the supported catalyst, the morphological evolution of polymer particles was preliminarily studied. 展开更多
关键词 ethylene polymerization nickel diimine catalyst palygorskite support nano-fiber clusters
下载PDF
State of the art review on the production and bond behaviour of reinforced geopolymer concrete
8
作者 Yifei Cui Weixia Ai +3 位作者 Biruk Hailu Tekle Menghua Liu Shihao Qu Peng Zhang 《Low-carbon Materials and Green Construction》 2023年第1期322-346,共25页
Geopolymer is produced through the polymerization of active aluminosilicate material with an alkaline activator,leading to the formation of a green,inorganic polymer binder.Geopolymer concrete(GPC)has become a promisi... Geopolymer is produced through the polymerization of active aluminosilicate material with an alkaline activator,leading to the formation of a green,inorganic polymer binder.Geopolymer concrete(GPC)has become a promising low-carbon alternative to traditional Portland cement-based concrete(OPC).GPC-bonded reinforcing bars offer a promising alternative for concrete structures,boasting excellent geopolymer binder/reinforcement bonding and superior corrosion and high-temperature resistance compared to Portland cement.However,due to differences in the production process of GPC,there are distinct engineering property variations,including bonding characteristics.This literature review provides an examination of the manufacturing procedures of GPC,encompassing source materials,mix design,curing regimes,and other factors directly influencing concrete properties.Additionally,it delves into the bond mechanism,bond tests,and corresponding results that represent the bond characteristics.The main conclusions are that GPC generally has superior mechanical properties and bond performance compared to ordinary Portland cement concrete(OPC).However,proper standardization is needed for its production and performance tests to limit the contradictory results in the lab and on site. 展开更多
关键词 Geopolymer concrete Geopolymerisation and production Bond study FRP bar reinforced concrete
原文传递
Microbial Community Changes Along a Land-Use Gradient of Desert Soil Origin 被引量:10
9
作者 WANG Bao-Zhan ZHANG Cai-Xia +7 位作者 LIU Ji-Liang ZENG Xiao-Wei LI Feng-Rui WU Yu-Cheng LIN Xian-Gui XIONG Zheng-Qin XU Jian JIA Zhong-Jun 《Pedosphere》 SCIE CAS CSCD 2012年第5期593-603,共11页
Soil harbors remarkably stabilize bacterial communities at the phylum level. However, no two soils have exactly the same structure of bacterial phyla. The structure of microbial community is strongly influenced by the... Soil harbors remarkably stabilize bacterial communities at the phylum level. However, no two soils have exactly the same structure of bacterial phyla. The structure of microbial community is strongly influenced by the type of land-use through changes in soil attributes. Using high-throughput pyrosequencing and quantitative polymerase chain reaction techniques, soil microbial community structures were investigated along a land-use gradient of 100- and 27-year farmlands, a 33-year Pinus forest, a 28-year poplar forest, and a 21-year shrubland, as well as a native desert from which all cultivated systems were converted. The results revealed that the dominant phylotypes in the native soil comprised primarily of Alphaproteobacteria, Actinobacteria, Bacteroidetes, and Firmicutes, accounting for 〉 71.4% of the total bacterial 16S rRNA sequence reads. Changes in land-use led to a significant decrease in these dominant phylotypes down to 33.4%. In contrast, the phylotypes with low abundance, such as Acidobaeteria, Chloroflexi, Nitrospira, and Gammaproteobaeteria, increased sharply from 4.5%-5.9% in the native soil to 20.9% 30.2% of the total 16S rRNA gene sequences in the cultivated soils except for the soil from the shrubland. These contrasting changes in the major taxa appear to be correlated with the changes in soil attributes. For instance, bacterial and archaeal amoA genes were found to be 960- and 3 800-fold more abundant in the soil from the 100-year farmland than the native soil. The changes in numerically less dominant nitrifying phylotypes are consistent with soil inorganic nitrogen dynamics. Quantification of the 16S rRNA genes demonstrated that bacteria and archaea were about two to three orders of magnitude more abundant in the cultivated soil than in the native soil. Hence, land-use type affects the soil bacterial community structure, which has profound consequences on ecosystem function. 展开更多
关键词 AMOA ecosystem functions land-use type polymerase chain reaction PYROSEQUENCING
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部