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针型复合钨/氧化钨微型pH复合电极的研制及应用 被引量:2
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作者 凌茜 戴建辉 +3 位作者 杨元梦 朱亚利 刘娟 罗利军 《云南民族大学学报(自然科学版)》 CAS 2016年第1期34-37,共4页
利用自制的钨/氧化钨为p H指示电极,以Ag/Ag Cl电极为参比电极,组装于不锈钢针头内,制成针型钨/氧化钨微型p H复合传感器.该复合p H电极对H+的响应范围为p H=2.0~11.0,能斯特响应斜率为-53.83 m V/p H,响应时间小于1 min.该电极具有... 利用自制的钨/氧化钨为p H指示电极,以Ag/Ag Cl电极为参比电极,组装于不锈钢针头内,制成针型钨/氧化钨微型p H复合传感器.该复合p H电极对H+的响应范围为p H=2.0~11.0,能斯特响应斜率为-53.83 m V/p H,响应时间小于1 min.该电极具有机械强度高、响应快、重现性好、制作简单等优点,并已应用于水果原位微区测量,具有较好的效果. 展开更多
关键词 钨/氧化钨 pH复合传感器 实体监测 水果测试
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二次衬砌混凝土开裂成因分析及裂缝控制技术研究 被引量:6
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作者 潘利 徐文 +1 位作者 王育江 刘永胜 《施工技术》 CAS 2019年第S01期601-604,共4页
在大型隧道工程中,二次衬砌混凝土具有大体积、高强度、强约束等特点,通常容易产生裂缝,从而对结构安全性和耐久性产生较大影响。以某水电站工程中导流洞侧墙二次衬砌混凝土为例,对二次衬砌结构混凝土进行实体监测,同时结合有限元仿真计... 在大型隧道工程中,二次衬砌混凝土具有大体积、高强度、强约束等特点,通常容易产生裂缝,从而对结构安全性和耐久性产生较大影响。以某水电站工程中导流洞侧墙二次衬砌混凝土为例,对二次衬砌结构混凝土进行实体监测,同时结合有限元仿真计算,进行裂缝成因分析及开裂风险评估。在原混凝土配合比上,通过使用高效抗裂剂优化配合比,以热学性能、体积稳定性等性能为指标,研究了提升二次衬砌混凝土抗裂性能的方法。 展开更多
关键词 二次衬砌 混凝土 实体监测 裂缝成因 抗裂性能
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自密实混凝土在AP1000核电结构模块中的侧压力特点研究 被引量:7
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作者 赵建忠 武伟 《施工技术》 CAS 北大核心 2016年第18期96-99,共4页
自密实混凝土具有很高的流动性,在AP1000结构模块墙体中应用较广。通过对自密实混凝土在浇筑过程中钢模板的应变和位移情况监测,整理结构模块的应变和位移变化数据,分析提出自密实混凝土对结构模块钢板的侧压力特点。
关键词 混凝土 自密实混凝土 结构模块 侧压力 实体监测
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导流洞二次衬砌混凝土抗裂性提升技术研究 被引量:5
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作者 潘利 徐文 +1 位作者 王育江 薛峰 《水利水电技术》 北大核心 2020年第12期92-98,共7页
水电工程中混凝土裂缝控制是影响工程质量的关键技术,导流洞二次衬砌作为易开裂部位之一,亟需开展混凝土抗裂性提升技术研究。以西南某水电站工程为例,对其导流洞边墙二次衬砌混凝土进行实体结构监测,研究其温度/变形变化规律。使用高... 水电工程中混凝土裂缝控制是影响工程质量的关键技术,导流洞二次衬砌作为易开裂部位之一,亟需开展混凝土抗裂性提升技术研究。以西南某水电站工程为例,对其导流洞边墙二次衬砌混凝土进行实体结构监测,研究其温度/变形变化规律。使用高效抗裂剂提升二次衬砌混凝土抗裂性能,抗压强度、自生体积变形、模拟实际工况温度变形等试验结果表明,高效抗裂剂能够满足混凝土强度要求同时提升其体积稳定性,有利于混凝土抗裂性能提升。采用数值模拟的方法对二次衬砌混凝土进行开裂风险评估,结果表明高效抗裂剂能有效降低混凝土开裂风险,研究成果也为相关工程提供了良好的借鉴意义。 展开更多
关键词 二次衬砌混凝土 实体监测 高效抗裂剂 开裂风险
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新型结构转换体系力学性能研究
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作者 黄滨 《福建建设科技》 2007年第4期15-17,共3页
某高层住宅楼所设置的转换层,经比较分析,采用桁架体系。基于该种转换方式杆件实际受力和理论分析差距较大,在进行了充分计算之后,采取了几种构造保证措施,并对实体结构转换部位作了全方位监测,监测结果表明,该工程设计是成功的。为今... 某高层住宅楼所设置的转换层,经比较分析,采用桁架体系。基于该种转换方式杆件实际受力和理论分析差距较大,在进行了充分计算之后,采取了几种构造保证措施,并对实体结构转换部位作了全方位监测,监测结果表明,该工程设计是成功的。为今后相似工程设计提供了借鉴。 展开更多
关键词 桁架转换结构 实体监测
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Stability and remote real-time monitoring of the slope slide body in the Luoshan mining area 被引量:6
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作者 Yang Xiaojie Hou Dinggui +2 位作者 Tao Zhigang Peng Yanyan Shi Haiyang 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第5期761-765,共5页
Landslides have occurred frequently in the Luoshan mining area because of disordered mining.This paper discusses the landforms and physiognomy,hydro-meteorology,formation lithology,and geologic structure of the Luosha... Landslides have occurred frequently in the Luoshan mining area because of disordered mining.This paper discusses the landforms and physiognomy,hydro-meteorology,formation lithology,and geologic structure of the Luoshan mining area.It also describes the factors influencing the slope stability of landslide No.Ⅲ,determines the general parameters and typical section plane,analyzes the stress-strain state of the No.Ⅲ slope,and calculates its safety factors with FLAC3 D under saturated and natural conditions.Based on a stability analysis,a remote real-time monitoring system was applied to the No.Ⅲ slope,and these monitoring data were collected and analyzed. 展开更多
关键词 LANDSLIDE FLAC3D Stability analysis Remote real-time monitor
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Visible calculation of mining index based on stope 3D surveying and block modeling 被引量:7
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作者 Liu Xiaoming Luo Zhouquan +3 位作者 Yang Biao Lu Guang Cao Shengxiang Jiang Xinjian 《International Journal of Mining Science and Technology》 2012年第2期139-144,共6页
Aimed at the CMS laser scanning theory and characteristic, a combined actual situation of stope N4-5 of Fankou Lead-Zinc Mine and complementary monitoring of the stope were carried out by carefully choos- ing two meas... Aimed at the CMS laser scanning theory and characteristic, a combined actual situation of stope N4-5 of Fankou Lead-Zinc Mine and complementary monitoring of the stope were carried out by carefully choos- ing two measuring points. The cavity 3D visible model was created by large-scale mining industry soft- ware Surpac after changing the measured data. The stope mine design model, bottom structural model and backfill model of the south and north sides of the stope N4-5 were established according to the stope design data. On this basis, the stope block model was established, and then block attribute was estimated. The amount the ore remains, mullock, backfill and total mined ore were calculated through the solid model restrains. Finally, the stope mining dilution rate and loss rate reached 8.2% and 1.47%, respectively. The practice indicates that the mining index visible calculation method based on cavity 3D monitoring and stope block modeling can make up the deficiency of adopting the solid model to directly carry out the Boolean operation, The stope mining indexes obtained by this method are accurate and reliable, and can be used to guide the actual nroduction management and estimate the mining aualitv. 展开更多
关键词 Stope cavityCavity monitoring systemBlock modelMining indexVisible calculation
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A Real-time Monitoring and Early Warning System for Landslides in Southwest China 被引量:6
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作者 JU Neng-pan HUANG Jian +2 位作者 HUANG Run-qiu HE Chao-yang LI Yan-rong 《Journal of Mountain Science》 SCIE CSCD 2015年第5期1219-1228,共10页
Landslides not only cause property losses,but also kill and injure large numbers of people every year in the mountainous areas. These losses and casualties may be avoided to some extent by early warning systems for la... Landslides not only cause property losses,but also kill and injure large numbers of people every year in the mountainous areas. These losses and casualties may be avoided to some extent by early warning systems for landslides. In this paper, a realtime monitoring network and a computer-aided automatic early warning system(EWS) are presented with details of their design and an example of application in the Longjingwan landslide, Kaiyang County, Guizhou Province. Then, according to principle simple method of landslide prediction, the setting of alarm levels and the design of appropriate counter-measures are presented. A four-level early warning system(Zero, Outlook, Attention and Warning) has been adopted, and the velocity threshold was selected as the main warning threshold for the landslide occurrence, but expert judgment is included in the EWS to avoid false alarms. A case study shows the applicability and reliability for landslide risk management, and recommendations are presented for other similar projects. 展开更多
关键词 LANDSLIDE Early warning system (EWS)Wireless sensor network Velocity threshold Longjingwan landslide
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On-line Detection of Gas Pipeline Based on the Real-Time Algorithm and Network Technology with Robot
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作者 鄢波 颜国正 +3 位作者 丁国清 周斌 付西光 左建勇 《Journal of Donghua University(English Edition)》 EI CAS 2004年第5期93-97,共5页
The detection system integrates control technology, network technology, video encoding and decoding, video transmiss-ion, multi-single chip microcomputer communication, dat-abase technology, computer software and robo... The detection system integrates control technology, network technology, video encoding and decoding, video transmiss-ion, multi-single chip microcomputer communication, dat-abase technology, computer software and robot technology. The robot can adaptively adjust its status according to diameter (from 400 mm to 650 mm) of pipeline. The maximum detection distance is up to 1 000 m. The method of video coding in the system is based on fractal transformation. The experiments show that the coding scheme is fast and good PSNR. The precision of on-line detection is up to 3% thickness of pipeline wall. The robot can also have a high precision of location up to 0.03 m. The control method is based on network and characterized by on-line and real-time. The experiment in real gas pipeline shows that the performance of the detection system is good. 展开更多
关键词 on-line control control based on network fractal video coding(FVC) Non-Destructive Testing (NDT)
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山区超高索塔桥梁机制砂混凝土综合性能研究 被引量:1
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作者 魏金梅 肖蓉 《公路》 北大核心 2019年第9期107-110,共4页
基于原材料质量控制及配合比优化的基础上,采用温度场和膨胀历程双重调控技术,在满足优异的工作性能及力学性能条件下,显著提升机制砂高强混凝土的抗裂性。实体监测结果表明,抗裂功能材料能够显著增加混凝土温升阶段的膨胀,且在开裂风... 基于原材料质量控制及配合比优化的基础上,采用温度场和膨胀历程双重调控技术,在满足优异的工作性能及力学性能条件下,显著提升机制砂高强混凝土的抗裂性。实体监测结果表明,抗裂功能材料能够显著增加混凝土温升阶段的膨胀,且在开裂风险突出的温降阶段继续发挥补偿收缩效果。结合一定的控温、保温措施,大体积、配筋较密的实心段混凝土表面未发现裂缝。 展开更多
关键词 混凝土 机制砂 抗裂性能 工作性能 实体监测
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