无损钻切技术在宝钢二号高炉快速大修改造工程中的应用          下载免费PDF全文

曹友权  潘鸿宝 《探矿工程》2011,38(12):54-57

详细介绍了宝钢二号高炉快速大修改造工程中采用的无损钻切技术,即高精度水平钻孔、基础整体静力水平切割、注浆充填、抬升平移的施工方法及所用装置等。  相似文献   

球团矿不同气氛下的高温抗压强度     

潘钊彬  郭占成  荣哲 《地理研究》2011,33(9)

采用自行设计的高温抗压强度在线测定装置,研究了氧化球团矿在不同气氛下的高温强度变化规律,并对高温下强度变化的机理进行了分析和探讨.实验结果表明：球团矿在中性气氛和氧化性气氛下的高温强度变化规律基本一致,表现为在低于800℃的温度范围内,球团矿强度随着温度的上升而增大,但在800～900℃球团矿强度有个明显的下降,900～1100℃球团矿强度随温度的升高略有回升,1100℃以后强度急剧下降,到1200℃时已基本失去强度;中性气氛下的球团强度整体高于氧化性气氛下的强度;在还原性气氛下,球团矿强度随着温度和还原度的提高而降低,至1100℃时强度基本消失.  相似文献   

A three‐phase soil model for simulating stress wave propagation due to blast loading     

Zhongqi Wang  Hong Hao  Yong Lu 《国际地质力学数值与分析法杂志》2004,28(1):33-56

A three‐phase soil model is proposed to simulate stress wave propagation in soil mass to blast loading. The soil is modelled as a three‐phase mass that includes the solid particles, water and air. It is considered as a structure that the solid particles form a skeleton and their voids are filled with water and air. The equation of state (EOS) of the soil is derived. The elastic–plastic theory is adopted to model the constitutive relation of the soil skeleton. The damage of the soil skeleton is also modelled. The Drucker–Prager strength model including the strain rate effect is used to describe the strength of the soil skeleton. The model is implemented into a hydrocode Autodyn. The recorded results obtained by explosion tests in soil are used to validate the proposed model. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

Deposits of the 30 March 1956 directed blast at Bezymianny volcano,Kamchatka, Russia     

Alexander Belousov 《Bulletin of Volcanology》1996,57(8):649-662

 On 30 March 1956 a catastrophic directed blast took place at Bezymianny volcano. It was caused by the failure of 0.5 km³ portion of the volcanic edifice. The blast was generated by decompression of intra-crater dome and cryptodome that had formed during the preclimactic stage of the eruption. A violent pyroclastic surge formed as a result of the blast and spread in an easterly direction effecting an area of 500 km² on the lower flank of the volcano. The thickness of the deposits, although variable, decreases with distance from the volcano from 2.5 m to 4 cm. The volume of the deposit is calculated to be 0.2–0.4 km³. On average, the deposits are 84% juvenile material (andesite), of which 55% is dense andesite and 29% vesicular andesite. On a plot of sorting vs median diameter (Inman coefficients) the deposits occupy the area between the fall and flow fields. In the proximal zone (less than 19 km from the volcano) three layers can be distinguished in the deposits. The lower one (layer A) is distributed all over the proximal area, is very poorly sorted, enriched in fragments of dense juvenile andesite and contains an admixture of soil and uncharred plant remains. The middle layer (layer B) is distributed in patches tens to hundreds of metres across on the surface of layer A. Layer B is relatively well sorted as a result of a very low content of fine fractions, and it contains rare charred plant remains. The uppermost layer (layer C) forms still smaller patches on the surface of layer B. Layer C is characterized by intermediate sorting, is enriched in vesicular juvenile andesitic fragments, and contains a high percentage of the fine fraction and very rare plant remains which are thoroughly charred. Maximum clast size decreases from layer A to layer C. The absence of internal cross bedding is a characteristic of all three layers. In the distal zone (more than 19 km from the volcano) stratigraphy changes abruptly. Deposit here consists of one layer 26 to 4 cm in thickness, is composed of wavy laminated sand with a touch of gravel, is well sorted and contains uncharred plant remains. The Bezymianny blast deposits are not analogous with known types of pyroclastic surges, with the exception of the directed blast deposits of the Mount St.Helens eruption of 18 May 1980. The peculiarities of deposits from these two eruptions allow them to be separated into a special type: blast surge. This type of surge is formed when failure of volcanic edifice relieves the pressure from an inter-crater dome and/or cryptodome. A model is proposed to explain the peculiarities of the formation, transportation and emplacement of the Bezymianny blast surge deposits. Received: 19 December 1994 / Accepted: 12 December 1995  相似文献   

地震记录中小爆破的识别与判据研究   总被引：1，自引：5，他引：1  

郑秀芬  傅瑀  许绍燮 《地震地磁观测与研究》2006,27(5):29-33

主要研究小当量爆破(即矿山爆破)与小震级地震事件的识别与判据。我们利用北京遥测地震台网的短周期模拟记录资料作过一些研究(傅等,1997),取得了一定的进展,在此基础上,又利用北京遥测地震台网的DAPS(模拟信号台网中心数字化地震记录)系统进行了较为深入、定量的研究。主要根据两者在波形记录特征、ML与MD震级差别、频谱分析中卓越周期与拐角频率方面的不同,使得地震与爆破的识别取得了较高的概率。  相似文献   

A Fragmentation Modelling Framework for Underground Ring Blasting Applications     

I. Onederra 《Fragblast: International Journal for Blasting and Fragmentation》2004,8(3):177-200

Empirical approaches for predicting fragmentation from blasting continue to play a significant role in the mining industry in spite of a number of inherent limitations associated with such methods. These methods can be successfully applied provided the users understand or recognize their limitations. Arguably, the most successful empirical based fragmentation models have been those applicable to surface blasting (e.g., Kuz-Ram/Kuznetsov based models). With widespread adoption of fragmentation assessment technologies in underground operations, an opportunity has arisen to extend and further develop these type approaches to underground production blasting.

This paper discusses the development of a new fragmentation modelling framework for underground ring blasting applications. The approach is based on the back-analysis of geotechnical, blasting and fragmentation data gathered at the Ridgeway sub level caving (SLC) operation in conjunction with experiences from a number of surface blasting operations.

The basis of the model are, relating a peak particle velocity (PPV) breakage threshold to a breakage uniformity index; modelling of the coarse end of the size distribution with the Rosin-Rammler distribution; and modelling the generation of fines with a newly developed approach that allows the prediction of the volume of crushing around blastholes.

Preliminary validations of the proposed model have shown encouraging results. Further testing and validation of the proposed model framework continues and the approach is currently being incorporated into an underground blast design and analysis software to facilitate its application.  相似文献   

弹性波法检测大孔径爆破对基岩松驰层厚度影响的探讨     

胡建敏  付晖 《岩土力学》2003,(Z1)

根据大孔径梯段爆破开挖对底部基岩扰动影响的声波检测情况,对检测资料进行了分析研究,给出了大孔径开挖底部基岩预留保护层厚度,供工程参考。  相似文献   

Measurement and analysis of near-field blast vibration and damage   总被引：8，自引：0，他引：8  

R. L. Yang  P. Rocque  P. Katsabanis  W. F. Bawden 《Geotechnical and Geological Engineering》1994,12(3):169-182

Summary Blast vibration and its attenuation within the rock mass immediately adjacent to a blast hole (2–15 m) were monitored for a blast hole diameter of 100 mm and a 2.4 m column of an emulsion explosive charge. Peak particle velocities calculated from the measured accelerations were compared with predictions from the charge-weight scaling law using typical site parameters which would be adopted for many far-field vibration predictions. It was found that the vibration amplitudes predicted by the conventional charge-weight scaling law are significantly lower than measured values. Strain and strain rates at different monitoring holes were calculated from experimental data. Using attenuation analysis of different frequency bands of measured acceleration signals, it was found that blast vibration attenuation between 2 m and 4 m depended not only on frequency but also on amplitude. A failure wave was postulated based on observations at the monitoring hole 2 m from the blast. A blast damage zone was evaluated using borehole camera and cross hole seismic studies. The damage zone in the rock was also analysed according to acceleration waveforms measured at different monitoring locations. The use of different techniques to measure blast damage provided an accurate assessment of the blast damage volume.  相似文献   

工程爆破中径向水不耦合系数效应数值仿真   总被引：7，自引：0，他引：7  

王志亮  李永池 《岩土力学》2005,26(12):1926-1930

在实际工程爆破中,水不耦合炮孔是较常见的,其中水不耦合装药系数是影响爆破效果的关键因素之一。该系数取不同的值,将产生不同的应力波传播机理以及介质的损伤破坏程度。以往的研究主要集中于理论解析法和模型试验法。基于大型非线性动力分析软件LS-DYNA,采用著名的混凝土损伤Johnson-Holmquist-Concrete模型,针对无限混凝土介质水不耦合装药爆破中不同径向耦合系数Kd,展开了对比数值计算,综合分析了损伤破坏区分布和孔壁压力、加速度以及速度等与径向不耦合系数间的关系,得出的结论具有一定的参考价值。  相似文献   

炸药触地爆炸后核电站安全壳基底振动响应分析     

申祖武  刘国强  王天运  刘水江 《岩土力学》2009,30(8):2540-2544

现代战争或恐怖活动中,核电站很可能受到精确制导炸弹的攻击。运用有限元软件LS－DYNA3D,以5 000 kg等效TNT当量的装药在安全壳100 m外触地爆炸为例,将装药爆炸、土中传播和结构构成有限元分析体系,对安全壳基底的振动响应进行了分析。结果表明,安全壳基底和壳体的压力呈环状分布,在基底和壳体的连接处有明显的应力集中;等效应力-时程曲线和径向应力-时程曲线显示,壳体的最大等效应力为35 kPa、最大径向应力为32 kPa,均在安全范围。在给定的条件下,基底和壳体的响应值远未超出设计值,核电站的运行安全可靠。  相似文献