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Engineering design in installation of fully covering ferritic inside wall on JFT-2M

机译:在JFT-2M上安装全覆盖铁素体内壁的工程设计

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In the JFT-2M tokamak, a low activation ferritic steel, which is a candidate material for a blanket of demo-reactor, has been introduced step by step to investigate the compatibility with plasma. The ferritic plates was installed to cover almost whole inside wall of the vacuum vessel (VV) as a simulate of the blanket wall (ferritic inside wall; FIW). The toroidal field ripple was decreased by adjusting the plate thickness distribution. Prior to the installation, electromagnetic force was calculated. Static force related to ferromagnetism was in the order of 1000 N for each segment (32 pieces in toroidal direction and 7 pieces in poloidal direction). The electromagnetic force is comparable to the static force. The support structure was decided based on this calculation. The most dangerous stress on the support was bending stress. Its maximum value was 170 MPa, which is 2/3 as large as allowable value of M12 bolt. The FIW was installed with a tolerance of a few mm. Tokamak discharges were obtained after the installation and no deteriorative effects have been observed up to now.
机译:在JFT-2M托卡马克中,逐步研究了低活化铁素体钢,该钢是演示反应器毯子的候选材料,旨在研究与血浆的相容性。安装铁素体板以覆盖真空容器(VV)的几乎整个内壁,以模拟橡皮布壁(铁素体内壁; FIW)。通过调整板厚分布,可以减小环形磁场的波动。在安装之前,已计算出电磁力。与铁磁性有关的静力在每个段中大约为1000 N(环形方向为32个,极向方向为7个)。电磁力与静态力相当。基于此计算确定了支撑结构。支架上最危险的应力是弯曲应力。其最大值为170 MPa,是M12螺栓允许值的2/3。 FIW的安装公差为几毫米。安装后获得了托卡马克排放物,迄今为止尚未观察到恶化的影响。

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