自密实混凝土扩展度影响因素分析与评价

扩展度是表征自密实混凝土填充性的一项重要指标,同时也是混凝土工作性能的重要指标。从砂率、粉煤灰用量、微硅粉掺量三方面探讨自密实混凝土扩展度大小的影响因素。试验结果表明:砂率的大小对自密实混凝土的影响主要体现在对粗骨料的润滑,本试验条件下的合理砂率约为46%;当粉煤灰含量约占胶凝材料的30%时,粉煤灰能够与水泥充分反应,自密实混凝土的扩展度达到最大;因微硅粉对混凝土拌合物起到了保水作用,减少了拌合物发生离析、泌水的几率,使得拌合物具有较好的工作性和稳定性。因此,本试验条件下微硅粉的复拌含量为粉煤灰总量的5%较为适宜。     

减少船舶有害烟气排放的技术应用研究

为减少船舶有害烟气的排放,国内外航海界不断研发新的减排技术.目前可供选用的主要有:油包水燃烧法、低硫燃油运行法、水洗过滤处理法、减少气缸注油量法、选择性氮氧化物催化分解处理法.从IMO对船舶有害烟气减排的规定出发,分析各种技术的可行性、适用范围,并提出技术应用中的建议.     

Determination of phthalate esters in physiological saline solution by monolithic silica spin column extraction method

Monolithic silica spin column extraction （MonoSpin-SPE） was developed as a simple, sensitive, and eco-friendly pretreatment method which combined with ultra-fast liquid chromatography-mass spectrometry （UFLC-MS） to determine the levels of six phthalate es     

硅灰和减水剂对水泥耐硫酸盐腐蚀的影响

本文进行的研究表明:掺入硅灰或减水剂能降低水泥石中氢氧化钙(CH)与钙矾石(AFt)的含量,增加水化硅酸钙(C-S-H)的含量,改善孔结构,显著减少大孔体积,增加小孔体积,有效地防止外界SO_4~(2-)离子的渗入,从而提高水泥的耐硫酸盐腐蚀性能。     

大伙房水库输水工程掺合料试验分析

在大伙房水库输水工程中使用的掺和料主要包括微硅粉和粉煤灰两种。作为隧洞断面岩石支撑和衬砌的重要手段之一——喷射混凝土支护,对TBM隧洞掘进机掘进进度和安全影响极大。喷射混凝土的性能以及可操作性在一定程度上取决于掺和料的品种、性能及掺量等。经过大量的现场试验和现场应用,取得很好的效果。     

独头巷道中炮烟散发规律及浓度预测模型试验研究

在钻爆法开采的地下金属矿山中,监测和预测炮烟中有毒气体散发过程对于保障作业人员安全和提高生产效率有重要意义。文章对某地下矿山独头巷道强制通风状态下的炮烟浓度变化规律进行了模型试验研究;通过数据拟合发现,巷道中炮烟的浓度变化可按e指数规律衰减;炮烟散发过程中各巷道截面位置处的最大浓度与炮烟抛掷区理论初始浓度有较强的线性关系。研究结果可为预测响炮后巷道内达到CO安全浓度所需时间及组建硬件系统时传感器的选择提供依据。     

低水胶比条件下含硅灰或/和粉煤灰的胶凝材料的水化放热特性

采用差分水化量热仪研究了恒温((25±0.3)℃)低水胶比(W/B=0.30)条件下,纯水泥、水泥-硅灰、水泥-粉煤灰二元胶凝材料体系和水泥-硅灰-粉煤灰三元胶凝材料体系的水化放热特性。试验结果表明:相对于纯水泥,水泥-硅灰二元体系的水化诱导期延长,第二水化放热峰放热速率增加,水化减速期的总放热量减小;水泥-粉煤灰二元体系的水化诱导期显著延长,水化减速期后期的放热速率增大,整个水化历程的总放热量减小;水泥-硅灰-粉煤灰三元体系的水化诱导期显著延长,整个水化历程的水化放热速率降低,总放热量减小。     

酸,碱性焊条对焊工危害作用的比较

对某焊接场所8种有害物质进行了测定,并对使用酸、碱性焊条的焊工进行健康检查和神经电生理学、生化免疫、肺功能和X线检查。结果表明:焊接场所有害物质浓度多数以使用碱性焊条为高。相对综合危险性评价亦表明使用碱性焊条者高于使用酸性焊条的焊工。     

Diatom stratigraphy and long-term dissolved silica concentrations in the Baltic Sea

In many parts of the world coastal waters with anthropogenic eutrophication have experienced a gradual depletion of dissolved silica (DSi) stocks. This could put pressure on spring bloom diatom populations, e.g. by limiting the intensity of blooms or by causing shifts in species composition. In addition, eutrophication driven enhanced diatom growth is responsible for the redistribution of DSi from the water phase to the sediments, and changes in the growth conditions may be reflected in the sediment diatom stratigraphy.To test for changes in diatom communities we have analyzed four sediment cores from the Baltic Sea covering approximately the last 100 years. The sediment cores originate from the western Gulf of Finland, the Kattegat, the Baltic Proper and the Gulf of Riga. Three out of the four cores reveal only minor changes in composition of diatom assemblages, while the Gulf of Riga core contains major changes, occurring after the second World War. This area is set apart from the other Baltic Sea basins by a high frequency of low after spring bloom DSi concentrations (< 2 µmol L^− 1) during a relatively well defined time period from 1991–1998. In 1991 to 1993 a rapid decline of DSi spring concentrations and winter stocks (down to 5 µmol L^− 1) in the Gulf was preceded by exceptionally intense diatom spring blooms dominated by the heavily silicified species Thalassiosira baltica (1991–1992; up to 5.5 mg ww L^− 1). T. baltica has been the principal spring bloom diatom in the Gulf of Riga since records began in 1975. DSi consumption and biomass yield experiments with cultured T. baltica suggest that intense blooms can potentially exhaust the DSi stock of the water column and exceed the annual Si dissolution in the Gulf of Riga. The phytoplankton time series reveals another exceptional T. baltica bloom period in 1981–1983 (up to 8 mg L^− 1), which, however, took place before the regular DSi measurements. These periods may be reflected in the conspicuous accumulation of T. baltica frustules in the sediment core corresponding to ca. 1975–1985.     

浅谈硅粉在高标号混凝土中的应用

城市桥梁混凝土要求有完美的外观,这就要求我们在施工过程中不仅要有高质量,而且技术含量也要更上一层,外观要求上更要趋于完美,这样在使用材料上就要更加新颖,结合忻保高速公路路基第十一合同段汾河特大桥施工,在预制箱梁过程中,为了增强箱梁表面的光洁度,在不影响混凝土强度和其他指标的前提下,在混凝土中掺入了硅粉来达到这一效果。