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沉管对接端止水墙采用机械拆除困难大,采用爆破拆除更为经济高效,然而在距重要结构近且施工技术要求高等情况下采用爆破拆除仍较困难.结合襄阳鱼梁洲东线沉管隧道对接端止水墙爆破拆除实例,介绍了在水深大、壁厚薄且施工作业面狭窄、距被保护建筑物近以及存在一级水保生物等复杂条件下的止水墙爆破拆除施工作业技术.两道止水墙爆破拆除前均采用地质钻在宽度为1.2 m,水下最大深度超过18 m的止水墙顶布设炮孔.东汊止水墙按照设计炸药单耗1.28 kg/m3进行爆破,达到了预期拆除效果,且与爆源相邻的地连墙永久支护最大峰值振速为8.16 cm/s,离爆源较近的首节待浮运沉管最大峰值振速为3.7 cm/s,水击波最大超压峰值为0.786 MPa,均未造成影响.在总结东汊爆破并考虑东津止水墙实际情况的基础上优化了东津的爆破方案,设计炸药单耗由1.33 kg/m3调整为1.02~1.33 kg/m3,不仅达到了预期的拆除效果,爆破振动和水击波也进一步减弱,地连墙永久支护最大峰值振速为7.49 cm/s,离爆源最近的暗埋段主体最大峰值振速为5.03 cm/s,水击波最大超压峰值为0.592 MPa,且均未造成影响. 相似文献
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为提高爆破施工安全,严格控制爆破振动和飞石,设计了某小区楼房深基坑岩石控制爆破方案,对比三种爆破方案,优选了其中一种方案。在施工过程中采用中深孔微差控制爆破,辅以浅孔施工;使用分段分区分台阶的爆破方法,其中控制爆破Ⅰ区、Ⅱ区、Ⅲ区钻孔深度分别为2.5 m、3 m、3.5 m,并于施工前进行爆破振动计算和施工过程中进行爆破振动的监测,监测区最大振动速度2.05 cm/s,最小振动速度1.16 cm/s,并根据测试结果对台阶高度、孔网参数和起爆规模进行调整。爆破施工结果表明:爆破网路参数安全可靠,爆破振动在安全允许范围内,无爆破飞石产生,提高了炸药能量利用率并改善了爆破效果,确保了爆破施工的安全。 相似文献
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结合花岗岩石场开采爆破实践,介绍了在特殊环境下,利用间隔装药结构和使用普通毫秒导爆管雷管,直接控制炮孔起爆的毫秒延时爆破技术,以及在深孔爆破对有害效应进行控制的相关技术方法和参数。当炮孔深度h≤20m时,采用一层间隔,分两段装药;炮孔深度大于20m,小于25m时,采用两层间隔,分三段装药,孔间间隔时间Δt=100~125ms。在爆区采用"一钻到底"的钻爆施工方式,一次爆破用药量≤2 000kg;根据距爆区最近距离为60m的情况,确定最大单响起爆药量为79.7kg。为在当前电子雷管单价相对较高的情况下,运用普通毫秒导爆管雷管实现毫秒延时爆破、保障爆破安全、改善爆破效果、降低爆破成本等,提供了一种有益的参考。 相似文献
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为确定适用于义海木里露天煤矿地区的冻土爆破参数,采用现场实验的方法,研究了钻孔设备的选择、炮孔防护方法、起爆器材和炸药的爆炸性能以及爆破参数之间的关系等。结果表明:钻孔设备宜选用阿特拉斯D9钻机或更先进的钻机;利用PVC管做防护器材,炮孔利用率提高20%以上;导爆管应提前泄压才能在高原环境下使用;采用药壶爆破实验评估炸药爆炸性能,结果显示乳化炸药的作功能力强于铵油炸药。得出适用于义海木里煤矿地区的冻土爆破参数:孔径为80~120mm,孔深不大于6m,孔距和排距的组合取(4~5)m×(2.5~3.5)m,炸药单耗为0.28~0.3kg/m~3,底盘抵抗线不宜超过2.8m,采用斜线起爆网路。 相似文献
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《工程爆破》2022,(4)
结合花岗岩石场开采爆破实践,介绍了在特殊环境下,利用间隔装药结构和使用普通毫秒导爆管雷管,直接控制炮孔起爆的毫秒延时爆破技术,以及在深孔爆破对有害效应进行控制的相关技术方法和参数。当炮孔深度h≤20m时,采用一层间隔,分两段装药;炮孔深度大于20m,小于25m时,采用两层间隔,分三段装药,孔间间隔时间Δt=100125ms。在爆区采用"一钻到底"的钻爆施工方式,一次爆破用药量≤2 000kg;根据距爆区最近距离为60m的情况,确定最大单响起爆药量为79.7kg。为在当前电子雷管单价相对较高的情况下,运用普通毫秒导爆管雷管实现毫秒延时爆破、保障爆破安全、改善爆破效果、降低爆破成本等,提供了一种有益的参考。 相似文献
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深水海底沟槽爆破开挖技术 总被引:2,自引:0,他引:2
介绍了在水下岩石爆破开挖管沟沟槽施工技术。爆破开挖长度为2588m,最大爆破水深达到51m,施工区域条件恶劣,浪高达2~3m,流速达到2m/s。通过改造爆破施工船只、改进爆破器材、优化爆破参数和改进施工工艺等手段,达到了爆破施工要求。该工程是我国目前最深的水下钻孔爆破,为今后类似工程提供了参考与借鉴。 相似文献
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Chinedu Nweke Erika Martin Todd Gehr Donald Brophy Daniel Carl 《Hemodialysis international. International Symposium on Home Hemodialysis》2015,19(2):323-329
Arteriovenous graft (AVG) thrombosis is a frequent cause of graft failure. We evaluated coagulation protein concentrations, platelet function, and viscoelasticity factors in 20 hemodialysis (HD) patients with AVGs. The goal was to determine whether significant differences in protein concentrations, platelet function, and viscoelasticity factors exist among dialysis patients requiring frequent AVG declot procedures vs. those who do not. Twenty HD patients were enrolled: 10 frequent clotters (>3 declots in the previous year) and 10 were nonclotters. Patients on antiplatelets or chronic anticoagulation were excluded. Laboratories were drawn pretreatment and heparinase was added to counteract any potential heparin effect. Coagulation protein concentrations including tissue factor (TF), thrombin/antithrombin III complex (TAT), and prothrombin fragment 1 + 2 (F1+2) were assayed. The time to clot onset was measured by force onset time (FOT). Platelet contractile force (PCF) measured the force produced by platelets during clot retraction, whereas clot rigidity was measured as clot elastic modulus (CEM). FOT, CEM, and PCF were measured by Hemodyne. Both groups had upregulation of the TF pathway, as TF, TAT, and F1+2 levels were similarly increased over baseline levels. Hemodialysis patients with frequent AVG clotting had higher levels of both PCF and CEM compared with nonclotters. Additionally, the frequent clotters had a lower FOT relative to nonclotters, although both were considered in the normal range. Our study suggests that HD patients with recurrent AVG thrombotic events form clots with higher tensile strength compared with HD patients without recurrent graft thrombosis. 相似文献
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Ward Vanlaar Robyn Robertson Kyla Marcoux Daniel Mayhew Steve Brown Paul Boase 《Accident; analysis and prevention》2012
While a general decreasing trend in the number of persons killed in a traffic crash involving a drinking driver has occurred in Canada since the 1980s, it is evident that much of this decrease occurred in the 1990s. Since 2002, less progress has been made as the number of persons killed in crashes involving drinking drivers remains high. To better understand the current situation, this paper describes trends in drinking and driving in Canada from 1998 to 2011 using multiple indicators based on data collected for the Traffic Injury Research Foundation's (TIRF) Road Safety Monitor (RSM), the National Opinion Poll on Drinking and Driving, and trends in alcohol-related crashes based on data collected for TIRF's national Fatality Database in Canada. There has been a continued and consistent decrease in the number of fatalities involving a drinking driver in Canada. This remains true when looking at the number of fatalities involving a drinking driver per 100,000 population and per 100,000 licensed drivers. This decreasing trend is also still apparent when considering the percentage of persons killed in a traffic crash in Canada involving a drinking driver although less pronounced. Data from the RSM further show that the percentage of those who reported driving after they thought they were over the legal limit has also declined. However, regardless of the apparent decreasing trend in drinking driving fatalities and behaviour, reductions have been relatively modest, and fatalities in crashes involving drivers who have consumed alcohol remain high at unacceptable levels. 相似文献
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《工程(英文)》2017,3(4):504-511
The stability of pump-turbines is of great importance to the operation of pumped storage power (PSP) stations. Both hydraulic instabilities and operational instabilities have been reported in PSP stations in China. In order to provide a reference to the engineers and scientists working on pump-turbines, this paper summarizes the hydraulic instabilities and performance characteristics that promote the operational instabilities encountered in pump-turbine operations in China. Definitions, analytical methods, numerical and experimental studies, and main results are clarified. Precautions and countermeasures are also provided based on a literature review. The gaps between present studies and the need for engineering practice are pointed out. 相似文献
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Kamlesh Goel 《Scientometrics》2002,55(2):243-258
An analysis of gender differences in psychology in India provides quantitative and qualitative assessment of R&D output contributed by psychologists with the indication of the trend of growth, skewness, relatedness, co-authorship pattern of productivity. 相似文献
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The system for Metrology in Chemistry in Germany is described. At the national standards level, a network of high-level chemistry
institutes coordinated by the national metrology institute, PTB, provides the primary references for chemical measurements.
A dissemination mechanism employs chemical calibration laboratories accredited within the framework of the German Calibration
Service (DKD). They act as “multipliers” between the national standards level and the user level by providing the user with
calibration means which are traceable to the SI via national standards. Traceability structures in clinical chemistry, electrochemistry,
elemental analysis and gas analysis are described 相似文献
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本文综述了氧化锆及其复相陶瓷超塑性的研究现状,论述了陶瓷超塑性的变形机理,微观特征和断裂特性。同时,分析和对比了陶瓷超塑性与金属超塑性的特点。目前,对于正确理解超塑性陶瓷的变形机理,还需进行大量工作。 相似文献
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Carlo Rega 《影响评估与项目评价》2013,31(1):45-51
Ecological compensation or biodiversity offsets are increasingly recognized as a key element for environmental sustainability; however, more attention has been paid so far to compensation applied at the project level rather than to spatial planning. Meanwhile, there is a growing acknowledgement that extensive environmental depletion is being caused by the cumulative effects of small developments allowed by spatial/land use plans. This paper aims to collect empirical evidence on the requirements for ecological compensation at a strategic level of decision-making – spatial planning – in Italy. Results indicate that spatial plans are increasingly introducing offset requirements for residual impacts of new urban developments; however, methodological and operational aspects are not sufficiently addressed and enforcement mechanisms appear weak. The lack of legal frameworks and of established methods appears to be the main element currently hindering biodiversity offset implementation at the planning level. It is suggested that, in the Italian context, a way to foster better implementation is the design of environmental stewardship schemes involving farmers, developers and planning authorities. 相似文献