• 实践中,一些水利工程已经用横梁代替牛腿去支承弧形闸门。

    In practice, beams have been used to replace corbels in supporting radial gates in some hydraulic projects.

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  • 松开前轴横梁上的拖臂并从支座中拔出。

    Loosen trailing arm on front-axle cross member and pull out of the mount.

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  • 游梁平衡抽油机由于其自身结构特点,在运行过程中,连杆上接头与横梁连接部分经常会出现振动和响声。

    As its structure character of beam pumping unit, vibration and noise happen on the joint of connection rod head and beam during operation.

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  • 采用有限元方法对液压机中的主液压缸、横梁和立柱进行结构设计。

    Main hydraulic cylinder columns and cross beams of hydraulic press are designed with finite element method.

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  • 仅通过1,000,000辆车就在系杆拱的横梁中以及引桥的板梁中造成明显的开裂。

    Only 1,000, 000 vehicle crossings produced significant cracking in the floor beams of the tied arch span and in the plate girders of the approach spans.

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  • 根据多梁式斜梁桥结构及其横向受力特点,提出了“弹性支承刚性横梁法”进行跨中荷载横向分布的计算。

    The elasticity support rigidity crossbeam method is brought forward according to orientation structure endure force character of skew bridge with multilongitudinal beams.

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  • 分析了横梁压弯成形过程中影响回弹的因素,阐述了在实际模具设计过程中如何进行回弹的补偿,介绍了模具的工作过程。

    Analyzed factors affected springback in beam bending forming, elaborated how to springback compensation in die design process, introduced the die working process.

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  • 论述微脉冲位移传感器的工作原理及其在30 0MN水压机活动横梁平衡控制系统中的应用。

    This paper describes the working principle of micro pulse displacement transducer, as well as its application on moving beam balance control system of 300MN hydraulic press.

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  • 同时,对梁的拼接承载力要求以及横向钢框架横梁设计中的宽厚比控制问题进行讨论并给出了建议。

    In addition, the strength requirement on beam splicing and the width-thickness ratio control of the beam are discussed and corresponding proposals are put forward.

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  • 而在强力断奏中,止音器事实上会从止音器上横梁弹离,所以它归弦要更快。

    In hard staccato, the damper is actually bounced off the damper top rail, so that it returns even more quickly.

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  • 计算结果显示,结构中应力响应最大值发生在筛箱短横梁处,与结构实际断裂位置一致。

    Results show that the position where the maximum stress happens in FEA and the actual rupture position are the same.

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  • 计算结果显示,结构中应力响应最大值发生在筛箱短横梁处,与结构实际断裂位置一致。

    Results show that the position where the maximum stress happens in FEA and the actual rupture position are the same.

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