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封闭木片料仓“防架桥”和“破桥”技术的研究和应用 被引量:3
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作者 周乐才 《中华纸业》 CAS 2015年第18期36-40,共5页
木片作为表面粗糙、形状不规则、吸水膨胀、流动性非常差的物料,在封闭料仓内储存时极易"架桥",且"架桥"后"破桥"非常困难。本文以木片"架桥"原理为基础,总结多年封闭木片料仓设计经验,对"... 木片作为表面粗糙、形状不规则、吸水膨胀、流动性非常差的物料,在封闭料仓内储存时极易"架桥",且"架桥"后"破桥"非常困难。本文以木片"架桥"原理为基础,总结多年封闭木片料仓设计经验,对"防架桥"和"破桥"关键技术在封闭木片料仓设计和生产中的应用进行了较全面地阐述,并结合实际案例为在设计和生产存在缺陷的封闭木片料仓提供解决问题的可行方案。 展开更多
关键词 木片 “架桥” “防架桥” “破桥” 压力梯度
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封闭木片料仓“防架桥”和“破桥”技术的研究和应用
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作者 周乐才 《湖南造纸》 2015年第2期17-20,共4页
木片作为表面粗糙、形状不规则、吸水膨胀、流动性非常差的物料,在封闭料仓内储存时极易"架桥",且"架桥"后"破桥"非常困难。本文以木片"架桥"原理为基础,总结多年封闭木片料仓设计经验,对"... 木片作为表面粗糙、形状不规则、吸水膨胀、流动性非常差的物料,在封闭料仓内储存时极易"架桥",且"架桥"后"破桥"非常困难。本文以木片"架桥"原理为基础,总结多年封闭木片料仓设计经验,对"防架桥"和"破桥"关键技术在封闭木片料仓设计和生产中的应用进行了较全面地阐述,并结合实际案例为在设计和生产存在缺陷的封闭木片料仓提供解决问题的可行方案。 展开更多
关键词 木片 “架桥” “防架桥” “破桥” 压力梯度
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Finite element failure analysis of continuous prestressed concrete box girders 被引量:4
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作者 张峰 李术才 +2 位作者 李树忱 叶见曙 雷笑 《Journal of Southeast University(English Edition)》 EI CAS 2009年第2期236-240,共5页
In order to analyze the load carrying capacity of prestressed concrete box girders, failure behaviors of in-situ deteriorated continuous prestressed concrete box girders under loading are experimentally observed and a... In order to analyze the load carrying capacity of prestressed concrete box girders, failure behaviors of in-situ deteriorated continuous prestressed concrete box girders under loading are experimentally observed and a finite failure analysis method for predicting behaviors of box girders is developed. A degenerated solid shell element is used to simulate box girders and material nonlinearity is considered. Since pre-stressed concrete box girders usually have a large number of curve prestressed tendons, a type of combined element is presented to simulate the prestressed tendons of box girders, and then the number of elements can be significantly reduced. The analytical results are compared with full-scale failure test results. The comparison shows that the presented method can be effectively applied to the failure analysis of in-situ continuous prestressed concrete box girders, and it also shows that the studied old bridge still has enough load carrying capacity. 展开更多
关键词 full-scale failure test prestressed concrete box girder finite element analysis combined element prestressed tendon load carrying capacity
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Measurement and characteristics of ground vibration caused by blasting demolition of urban overpass
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作者 Hu Jinjun Yang Yongqiang Guan Yingjun 《Engineering Sciences》 EI 2014年第6期100-106,共7页
To analyze the characteristics of ground vibration caused by blasting demolition of urban overpass, in this paper we introduced the measurement method and then studied the characteristics of recorded ground vi- bratio... To analyze the characteristics of ground vibration caused by blasting demolition of urban overpass, in this paper we introduced the measurement method and then studied the characteristics of recorded ground vi- brations. Through the analysis of peak acceleration, peak frequency and duration, results indicated that the ver- tical component of vibration is the most important in the region close to the collapse point; the collapse of bridge segments will lead to superposition of ground vibration, and isolation measures can reduce the peak ac- celeration but increase the duration of vibration; blasting and collapse vibration cause no damage to the re- served structure which indicates that blastin~ demolition is a safe and effective method. 展开更多
关键词 blasting demolition urban overpass COLLAPSE ground vibration ACCELERATION
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Key technologies of precision demolition blasting of ultra-long urban viaduct in complicated surroundings 被引量:1
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作者 Xie Xianqi Jia Yongsheng +3 位作者 Yao Yingkang Sun Jinshan Wu Xinxia Liu Changbang 《Engineering Sciences》 EI 2014年第6期71-79,共9页
The key technologies of precision blasting were put forward based on the characteristics of urban via- duct blasting demolition in complicated surroundings. Initial bending instability mechanics model of reinforcing s... The key technologies of precision blasting were put forward based on the characteristics of urban via- duct blasting demolition in complicated surroundings. Initial bending instability mechanics model of reinforcing steel bar frame of blasting fragmented pier and sequenced collapsed dynamic model were established for quanti- tative blasting design. Technologies of water pressure blasting were applied in multi-cell box girder fragmenta- tion. The detonating network of non-electric duplication crossover was adopted for the safety and reliability of ultra-long delay. The rationality of blasting scheme and parameters were validated by physical model test. Harm- ful effects were forecasted and controlled by integrated protective technologies. Specialization, cooperation, pre- cision, execution (SCPE) project management method was put forward for precision management. The key tech- nologies of precision demolition blasting can provide reference for similar proiects. 展开更多
关键词 VIADUCT blasting demolition precision blasting instability model detonating network harmfuleffects control
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