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METHODS OF STORM WATER DRAINAGE FROM THE ROADWAY IN FLAT URBAN AREAS 平坦市区道路雨水排水方法
Pub Date : 1900-01-01 DOI: 10.58224/2618-7183-2022-5-6-19-31
A. Bobneva
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引用次数: 1
TECHNOLOGICAL SOLUTIONS ENSURING RELIABLE OPERATION OF STEEL VERTICAL RESERVOIRS IN SEISMIC AREAS 确保地震地区钢结构垂直储层可靠运行的技术解决方案
Pub Date : 1900-01-01 DOI: 10.58224/2618-7183-2022-5-5-5-16
S. Abramyan, O. Burlachenko, O. Oganesyan, A. Burlachenko, I.B. Archakov, V. Pleshakov
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引用次数: 1
DEVELOPMENT OF A MULTICOMPONENT GYPSUM CEMENT BINDER USING THE METHOD OF MATHEMATICAL PLANNING OF THE EXPERIMENT 采用数学规划的方法研制了一种多组分石膏水泥粘结剂
Pub Date : 1900-01-01 DOI: 10.58224/2618-7183-2022-5-2-5-12
E. Lesnichenko, N. Chernysheva, M. Drebezgova, E. V. Kovalenko, A. Bocharnikov
: in the article, using the method of mathematical planning of the experiment, the influence of formula and technological factors on the properties of hardened multicomponent gypsum-cement binders with a mineral additive finely ground to a specific surface of 300-700 m 2 /kg of quartz sandstone crushing screening (QSS) JSC Lebedinsky Mining and Processing Industrial Complex, Gubkin, Belgorod region, Russia was determined. It has been established that the use of finely ground QSS as part of a gypsum cement binder with a ce-ment/QSS– 1/2 ratio contributes to ensuring its operational characteristics and stability of properties during solidi-fication at the required level, contributing to a decrease in the concentration of CaO in the liquid phase of the hardening system. The optimization task was to determine the conditions for the preparation of a gypsum-cement mixture with a movement of ≤ 120 mm (according to Suttord) and the beginning of the setting time of ≥ 6 min, with the provision of the maximum compressive strength of the hardened binder. An active 3-factor experiment was planned. The fol-lowing were studied: the compressive strength of hardened gypsum-cement binder samples in 2 hours of hardening – R comp2 (Y 1 ); at 28 days of age – R comp28 (Y 2 ); as well as the mobility of the gypsum–cement mixture – P (Y 3 ) and the timing of the beginning of setting - T (Y 4 ). With the help of mathematical processing of the results of experimental studies, regression equations were obtained and with the help of nomograms constructed on the basis of mathematical expressions, the rational compositions of gypsum cement compositions were graphically and analyti-cally determined.
本文采用实验的数学规划方法,确定了配方和工艺因素对矿物添加剂细磨至石英砂岩破碎筛分(QSS)比表面300-700 m2 /kg的硬化多组分石膏-水泥粘结剂性能的影响。研究表明,将细磨的QSS作为石膏水泥粘结剂的一部分,以ce- cement /QSS - 1/2的比例使用,有助于确保其在固化过程中的操作特性和性能稳定性达到所需水平,有助于降低硬化体系液相中CaO的浓度。优化任务是确定石膏-水泥混合料的制备条件,其移动≤120mm(根据Suttord),开始凝结时间≥6min,并提供硬化粘结剂的最大抗压强度。计划一个主动的三因素实验。研究了硬化石膏水泥粘结剂试样在硬化2h内的抗压强度- R comp2 (Y 1);28日龄R comp28 (Y 2);以及石膏水泥混合料的流动性P (y3)和开始凝结时间T (y4)。通过对实验研究结果进行数学处理,得到回归方程,并在数学表达式的基础上构建模态图,以图形化、解析化的方式确定石膏水泥组分的合理组成。
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引用次数: 0
USE OF MODERN MATERIALS IN BIODIRECTIONAL ARCHITECTURE 在生物定向建筑中使用现代材料
Pub Date : 1900-01-01 DOI: 10.58224/2618-7183-2022-5-5-59-69
A.A. Zhandarova, E. V. Denisenko
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引用次数: 1
Magnetic iron oxide nanoparticles: synthesis, surface modification, and functionalization by luminescent materials 磁性氧化铁纳米颗粒:合成、表面修饰和发光材料功能化
Pub Date : 1900-01-01 DOI: 10.58224/2618-7183-2023-6-2-58-80
Hasan Abdulkadim Abbas Alhilali
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引用次数: 0
DEVELOPMENT OF A PLASMA-CHEMICAL METHOD FOR PRODUCING AMORPHOUS SILICON DIOXIDE NANOPARTICLES 等离子体化学方法制备非晶二氧化硅纳米颗粒的研究进展
Pub Date : 1900-01-01 DOI: 10.58224/2618-7183-2022-5-5-80-90
N. Kashapov, M. Yamaleev, L.N. Lukashkin, E.A. Grebenschikov, I.Yu. Gilev, R. Kashapov, L. Kashapov
{"title":"DEVELOPMENT OF A PLASMA-CHEMICAL METHOD FOR PRODUCING AMORPHOUS SILICON DIOXIDE NANOPARTICLES","authors":"N. Kashapov, M. Yamaleev, L.N. Lukashkin, E.A. Grebenschikov, I.Yu. Gilev, R. Kashapov, L. Kashapov","doi":"10.58224/2618-7183-2022-5-5-80-90","DOIUrl":"https://doi.org/10.58224/2618-7183-2022-5-5-80-90","url":null,"abstract":"","PeriodicalId":127090,"journal":{"name":"Construction Materials and Products","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116822229","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Compositional analysis: the project of the III Communist International Monument (Tatlin Tower) 成分分析:第三届共产国际纪念碑(塔特林塔)项目
Pub Date : 1900-01-01 DOI: 10.58224/2618-7183-2023-6-1-74-83
A.R. Gayduk, R. F. Mirkhasanov, L. Sabitov, V. Sadkov, M.I. Lushpaeva, I. Kiyamov
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引用次数: 0
Method for calculating the strength of massive structural elements in the general case of their stress-strain state (parametric equations of the strength surface) 在应力-应变状态的一般情况下块状结构单元的强度计算方法(强度面参数方程)
Pub Date : 1900-01-01 DOI: 10.58224/2618-7183-2023-6-2-104-120
O. Novoselov, L. Sabitov, K. Sibgatullin, É. S. Sibgatullin, A. Klyuev, S. Klyuev, E. Shorstova
{"title":"Method for calculating the strength of massive structural elements in the general case of their stress-strain state (parametric equations of the strength surface)","authors":"O. Novoselov, L. Sabitov, K. Sibgatullin, É. S. Sibgatullin, A. Klyuev, S. Klyuev, E. Shorstova","doi":"10.58224/2618-7183-2023-6-2-104-120","DOIUrl":"https://doi.org/10.58224/2618-7183-2023-6-2-104-120","url":null,"abstract":"","PeriodicalId":127090,"journal":{"name":"Construction Materials and Products","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121862808","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
PLASMA ELECTROLYTE PRODUCTION OF TITANIUM OXIDE POWDER 等离子体电解液生产氧化钛粉末
Pub Date : 1900-01-01 DOI: 10.58224/2618-7183-2022-5-6-75-84
R. Kashapov, N. Kashapov, L. Kashapov
{"title":"PLASMA ELECTROLYTE PRODUCTION OF TITANIUM OXIDE POWDER","authors":"R. Kashapov, N. Kashapov, L. Kashapov","doi":"10.58224/2618-7183-2022-5-6-75-84","DOIUrl":"https://doi.org/10.58224/2618-7183-2022-5-6-75-84","url":null,"abstract":"","PeriodicalId":127090,"journal":{"name":"Construction Materials and Products","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129128245","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 2
CONSIDERATION OF DYNAMIC IMPACTS IN THE DESIGN OF CANTILEVER STRUCTURES 悬臂结构设计中动力冲击的考虑
Pub Date : 1900-01-01 DOI: 10.58224/2618-7183-2022-5-6-54-63
T. Varlamova, T. Ksenofontova, A. Verkhoglyadova, O. Mareeva
{"title":"CONSIDERATION OF DYNAMIC IMPACTS IN THE DESIGN OF CANTILEVER STRUCTURES","authors":"T. Varlamova, T. Ksenofontova, A. Verkhoglyadova, O. Mareeva","doi":"10.58224/2618-7183-2022-5-6-54-63","DOIUrl":"https://doi.org/10.58224/2618-7183-2022-5-6-54-63","url":null,"abstract":"","PeriodicalId":127090,"journal":{"name":"Construction Materials and Products","volume":null,"pages":null},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"120830565","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
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