精镗孔尺寸误差预测补偿技术的研究概况与趋势

提出了精镗孔尺寸误差预测补偿技术存在的主要问题，指出了今后所需研究的主要内容及关键技术。     

精铣缸体顶面、精镗缸孔及止口数控自动线的研制

文章阐述了用数控自动线精铣缸体顶面、精镗缸孔及止口的设计依据和工艺方案，并对自动线的布局及采用的浮动式精密镗削头、滑台式精密铣削头、数控三导轨机械滑台、自动补偿镗杆、数控系统等关键部件的结构、原理及功能做了详细的介绍。该自动线的研制，解决了单机加工效率低、国内用户只能依赖进口设备的关键技术问题。     

卧轴回转式镗削缸体柱塞孔夹具

介绍镗削 10CY14 1B型高压油泵缸体七个柱塞孔车床夹具。分析其结构型式和工作原理 ,此夹具适合中小型企业的批量生产。     

沿对角线方向倾倒爆破拆除楼房

在楼房爆破拆除中,根据待拆楼房的围围环境,采用了沿楼房对角线方向定向倾倒拆除的方案,并取得了成功。文中介绍了爆破方案、布孔方法及具体的爆破参数。     

镗削活塞锥形销孔的气液压刀具补偿系统

精镗销孔是活塞加工中保证精度的关键工序之一。由于销孔尺寸、形状和位置精度及粗糙度的要求都很高,一般都需要设计并制造高精度的镗头。本文介绍了镗削活塞锥形销孔的气液压刀具补偿系统的工作原理,并介绍了气液压刀具补偿系统的应用实例。     

主轴回转误差补偿机理和动力学模型研究

从补偿作用机理角度分析了主轴回转误差与加工系统之间的动态相互作用。在此基础上,着重从拉普拉斯频域和时间域分析了镗床主轴回转误差补偿切削系统的动力学特性。通过理论分析和仿真试验,得出有效补偿位移不仅受工件-主轴系统刚度和刀具刚度的影响,而且还受到切削参数,如切削重叠系数的影响。仿真和试验结果表明,SREC(主轴回转误差补偿)技术能有效地提高加工精度,在实际工程应用中是可行的。     

深孔镗床的套料加工工艺

介绍了套料加工在深孔镗床上的应用,阐述了套料加工原理,以深孔钻镗床为例,对工装设计及加工参数进行了说明,并可以逐步推广到多种规格及设备的使用上去.实践证明,该工艺在节约成本、提高生产效率等方面具有较大实用价值.     

锻造镗孔技术在大口径厚壁无缝钢管生产中的应用

随着国内电力需求的迅猛增长,目前国内生产的大口径厚壁无缝钢管远不能满足市场需求,致使Φ159～1 066 mm规格范围的该类管大部分需进口。内蒙古北方重工集团公司特殊钢厂采用锻造镗孔工艺生产出高压锅炉用大口径厚壁无缝钢管。介绍了该产品的生产工艺与设备技术,对所生产的成品钢管各项性能的检测结果表明,产品质量稳定可靠,各项性能指标达到或超过相关标准的要求。     

Performance prediction of hard rock Tunnel Boring Machines (TBMs) in difficult ground

Performance prediction of TBMs is an essential part of project scheduling and cost estimation. This process involves a good understanding of the complexities in the site geology, machine specification, and site management. Various approaches have been used over the years to estimate TBM performance in a given ground condition, many of them were successful and within an acceptable range, while some missing the actual machine performance by a notable margin. Experience shows that the best approach for TBM performance prediction is to use various models to examine the range of estimated machine penetration and advance rates and choose a rate that best represents the working conditions that is closest to the setting of the model used for the estimation. This allows the engineers to avoid surprises and to identify the parameters that could dominate machine performance in each case. This paper reviews the existing models for performance prediction of TBMs and some of the ongoing research on developing better models for improved accuracy of performance estimate and increasing TBM utilization.     

Field performance of concrete pipes during jacking in cemented sandy silt

Although many field investigations into pipe-jacking installation have been reported within the literature, there are few reports on the rebar stress in jacking pipes. This paper presents the field performance of concrete pipes during the jacking carried out under the Guan River in Jiangsu, China. Rebar stresses at two wings (the left and right side), the top crest, and the base in the longitudinal and circumferential directions for four different pipes were monitored. The maximum rebar stresses during the jacking were 37.1 MPa in the longitudinal direction and 36.6 MPa in the circumferential direction. However, the maximum rebar stresses after construction were only 18.5 MPa in the longitudinal direction and 20.3 MPa in the circumferential direction. A normalized jacking force “α” is proposed to evaluate the additional rebar stress in jacking pipes. The range of α is from 0.04 to 0.25. The relationship between the rebar stress and the construction procedure is presented and discussed. An excessive jacking force, an alignment deviation or an increased penetration rate would generate a large incremental rebar stress.