共查询到19条相似文献,搜索用时 234 毫秒
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为评价核电厂应对超过设计基准的外部事件的能力,要求对核电厂进行安全裕度分析。采用EPRI SMA方法进行换料水箱抗震裕度计算,考虑的主要失效形式是螺栓失效。首先进行罐体在地震和自重载荷下的受力计算,接下来进行罐壁屈曲能力分析并计算螺栓压持力,最终通过倾翻力矩评定和滑动性能评定给出设备的抗震裕度值。 相似文献
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采用有限元方法对辽宁红沿河核电厂一期工程设备中的化学和容积控制系统(RCV)下泄热交换器进行了抗震计算分析,载荷包括自重、压力、温度、接管载荷和地震.根据RCC-M和ASME规范对计算结果进行评定.结果表明,RCV下泄热交换器的设计满足规范要求. 相似文献
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钍基熔盐液态堆(Thorium Molten Salt Reactor-Liquid Fuel 1,TMSR-LF1)停堆系统螺栓连接结构服役环境约在650°C的高温区域,连接结构包括三种材质的构件;升温过程热膨胀以及高温下寿期内的蠕变效应,对螺栓的预紧力都有很大影响。本文采用ANSYS程序,对TMSR-LF1停堆系统高温螺栓连接结构,在预紧载荷及热膨胀组合作用下的结构进行了应力分析和寿期内蠕变应力松弛分析。考虑从常温升高至工作温度的过程中,连接结构件由于使用不同材料,其热膨胀差导致预紧力发生变化的过程;着重研究分析运行寿期内螺栓结构材料的高温蠕变,所引起应力松弛的变化规律,及其对螺栓连接结构预紧力的影响;并根据ASME-III-5-HBB规范对螺栓进行力学分析和应力评定,论证该螺栓连接件全寿期内结构安全可靠。 相似文献
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用等效静力分析对5MW 低功率堆堆厂房结构作了抗震校核。根据 IAEA-TECDOC-348的规定计算出各楼层的水平剪力:按我国有关规范进行载荷组合,对重要节点做了强度校核。最后对堆厂房的抗震安全性能作出了评价。结果表明,厂房的关键部位在7度地震下是安全的。 相似文献
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吸收球停堆系统在高温气冷堆中起到相当重要的反应性控制和调节作用。而驱动装置是吸收球停堆系统中控制吸收球下落的关键运动部件。高约5m、呈细长结构的吸收球停堆系统驱动装置通过贮球罐底座与金属堆内构件的上支承板安装面相连。吸收球停堆系统贮球罐和驱动机构均为抗震Ⅰ级设备,故驱动装置连接螺栓的抗震校核计算是非常重要的。在本文中,通过将复杂的驱动装置简化为3段变截面结构,分析结构的超静定问题,对驱动装置内贮球罐底部与顶部的螺栓进行了校核计算。计算结果表明:贮球罐底部与顶部螺栓均在抗拉强度的安全范围内,同时给出了驱动机构薄弱处的支承力。 相似文献
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Reza Gholizadeh AghoyehHosein Khalafi 《Progress in Nuclear Energy》2011,53(1):119-124
Spent Nuclear Fuels Storage (SNFS) is an essential auxiliary facility in nuclear reactors. Following discharge from a nuclear reactor, spent nuclear fuels have to be stored in water pool of SNFS at the reactor or away from reactor to allow for radioactive decay. The storage pool is filled with demineralized water which serves as moderator, coolant and shielding. To prevent corrosion damage of fuels and other equipment a purification system controls the water quality. In this paper, design of a water purification system for optimal water supply and its chemical parameters in the spent fuels storage pool is presented. The main concern of design is to maintain water purity throughout the storage time.Inlet water to the purification system is provided by the make-up system of Tehran Research Reactor, which has low impurities. The ANSI/ANS-57.7 standard has been used for water purification design. 相似文献
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为满足未来区域性核能供电、核供热、大规模制氢、海水淡化等需求,迫切需要一种结构简单、固有安全性高、经济性高的多用途反应堆.基于此,一种多用途的一体化轻水堆设计概念被提出,包括不同设备的初步设计方案和参数;根据其特点,利用最佳估算程序RELAP5对其中一个设计方案进行了稳压器汽腔破口事故和主泵断电引起的丧失流量事故的确定论安全分析.结果表明,在保守假设条件下,其固有特性和安全系统仍能保证堆芯始终处于被淹没状态,非能动余热排出系统可有效导出停堆后的长期衰变热,从而为进一步研究一体化轻水堆的设计和运行安全特性打下了基础. 相似文献
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J.P. Wolf 《Nuclear Engineering and Design》1976,38(2):357-384
In reactor buildings having a separate base mat and a shield-building (outer concrete shell) of large mass, large overturning moments are developed for severe earthquake loading. The standard linear elastic half-space theory is used in the soil-structure interaction model. For a circular base mat, if the overturning moment exceeds the product of the normal force (dead weight minus the effect of the vertical earthquake) and one-third of the radius, then tension will occur in part of the area of contact, assuming distribution of stress as in the static case. For a strip foundation the same arises if the eccentricity of the normal force exceeds a quarter of the total width. As tension is incompatible with the constitutive law of soils, the base mat will become partially separated from the underlying soil.Assuming that only normal stresses in compression and corresponding shear stresses (friction) can occur in the area of contact, a method of analyzing soil-structure interaction including partial lifting-off is derived, which otherwise is based on the elastic behaviour of the soil. A rigorous procedure to determine the nonlinear impedance function of a rigid plate of arbitrary shape, only in partial contact with the elastic half-space, is developed. Complex dynamic influence coefficients for displacements are used which can either be determined with the finite-element method or based on solutions of displacements on the surface of an elastic half-space at a certain distance from a rigid subdisk. Constant and variable stiffness methods of solving the non-linear equations of motion are explained which also determine the area of contact. Slipping of the entire mat or of a part thereof can also be taken into consideration.A simpler approximate method is discussed. For a given force and moment acting on the rigid plate, the area of contact is determined by iteration or based on quadratic programming techniques using the static influence coefficients for displacements. The complex-valued impedance function is estimated by substituting an equivalent circular plate for the actual area of contact. Transforming the equivalent lumped system to the centre of the plate, the non-linear stiffness and damping matrices of the soil are derived. Formulae are given for the partial lifting-off of a disk and a strip. The results of the numerical method are compared to rigorous solutions for full contact. As an example, the dynamic response of the reactor building of a 1000 Mw plant to earthquake motion is calculated using the rigorous and approximate methods. Parametric studies are carried out. The influence of the frequency on the impedance function and on the distribution of stress in the area of contact, which determines the beginning of lift-off, is discussed. 相似文献
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核电站反应堆冷却剂系统地震分析是核电设计中一项十分重要的工作.主管道布置对系统的抗震性能有一定影响,本工作利用数值计算方法对该问题进行初步研究分析,得到了对实际工程有参考意义的结论. 相似文献