580 m长钢筋混凝土箱型拱桥爆破拆除

580 m长钢筋混凝拱桥需爆破拆除。大桥是钢筋混凝土建造,拱肋采用箱型截面的砼箱形拱桥,经多次加固,桥墩最大体积1200 m~3,桥面到墩角最高33 m,拱箱壁为薄壁结构。因传统钻爆方式无法有效破坏大桥结构,采用水压、深孔和浅孔爆破相结合的方式,将药包置于注满水的箱型拱肋内的设计位置上,以水作为传爆介质传播爆炸压力使拱肋破坏,从而达到破坏拱轴解除支撑的目的;对桥墩采用大孔径深孔,由桥面垂直钻孔一次性爆破解除;桥面、拱上结构等用浅孔爆破。大桥解体充分,空气冲击波、飞石及噪声等得到有效控制,也减少了后续出渣工作量。     

Proposal for the simplified design of basement walls under lateral earth pressure

This paper deals with the design of basement walls subjected to lateral earth pressure. The current simplified calculation method according to DIN EN 1996‐3/NA only covers active earth pressure, which is the lower limiting value of the earth pressure. Designing according to DIN EN 1996‐1‐1/NA, higher coefficients of earth pressure (like earth pressure at rest) can be considered, with an additional verification of the shear resistance being necessary. This paper presents a theoretical model, which forms the basis for an analytical derivation of the loadbearing capacity, and explains the required minimum values of the acting normal force to ensure sufficient resistance to cover bending and shear. Based on these results, a simplified equation is proposed for the determination of the required minimum normal force, based on the design according to DIN EN 1996‐3/NA and providing identical values in case of an earth pressure coefficient of 1/3. The required minimum load resulting from this approach fulfils the described requirement to cover bending and shear. The presented solution is verified and the conditions for application are defined. Finally, the minimum required normal forces are evaluated and tabulated for common cases relevant to building practice.     

Dynamic planning model for determining cutting parameters using neural networks in feature-based process planning

Although feature-based computer-aided process planning plays a vital role in automating and integrating design and manufacturing for efficient production, its off-line properties prohibit the shop floor controllers from rapidly coping with unexpected production errors. The objective of the paper is to suggest a neural network-based dynamic planning model, by which the shop floor controllers determine cutting parameters in real-time based on shop floor status. At off-line is the dynamic planning model constructed as a neural network form, and then embedded into each removal feature. The dynamic planning model will be executed by the shop floor controllers to determine the cutting parameters. A prototype system is constructed to validate whether the dynamic planning model is capable of determining dynamically and efficiently the cutting parameters for a particular set of shop operating factors. Owing to the dynamic planning model, the shop floor controller will increase flexibility and robustness by rapidly and adaptively determining the cutting parameters in unexpected errors occurring.     

溪洛渡水电站拱坝施工期坝基变形监测分析

为了解溪洛渡水电站拱坝坝基在施工期、蓄水初期及运行期不同阶段的变形情况和工作状态,确保大坝安全,同时为给工程建设及运行期管理提供科学依据,对坝基垂直位移和水平位移进行了监测,并对监测资料进行了初步分析.监测结果表明拱坝坝基沉降变形比较均匀,变化规律正常.     

U型竖埋管地源热泵-辐射地板联合运行冬季启动特性实验研究

对U型竖埋管地源热泵-辐射地板联合运行实验冬季运行启动特性进行分析，研究启动阶段U型竖埋管进出水温的变化规律，得出平均每米井深的换热量。研究启动阶段辐射地板供暖的进出水温的变化规律，为地源热泵及辐射地板在长江中下游地区的工程设计与应用推广提供参考。     

使用低温热水地板供暖的设计和施工

介绍了低温热水地板供暖系统的设计和施工步骤,以及施工中应该注意的关键问题.     

福建省吊钟岩拱桥检查装置方案设计

吊钟岩拱桥的特点是跨度大、拱高大、拱肋曲线形状为三维空间.本文介绍了吊钟岩拱桥检查装置的设计概况,包括方案比较、总体布置、结构设计等.     

韶冶硫酸系统干吸工序的改造与实践

介绍韶冶Ⅰ硫酸干吸工序技术改造和改造后运行情况．改造后提高了设备生产能力，降低了塔体阻力，改善了有关工艺指标控制，并进一步改善环保排放和节能降耗．     

浅论拱坝坝肩抗震稳定

本文从拱坝震害,分析了拱坝抗震的特点、薄弱部位和坝肩动力失稳的过程,指出了拱坝坝肩抗震稳定分析与边坡稳定分析的不同之处,探讨了失稳安全系数的定义和意义,最后,回顾了基于现行抗震规范要求的刚体极限平衡方法并指出了其局限性,以及“九五”攻关期间所采取的改进措施,提出了更切近实际,能反应拱坝抗震稳定诸特点,从概念和方法上都有别于传统的刚体极根平衡法的新的拱坝坝肩抗震稳定分析方法,以及与之相配套的以坝体为主体的坝肩岩体稳定的工程安全准则。     

带梁式转换层的超限高层建筑结构设计

介绍了广州某带主次梁式转换层的超限高层建筑结构设计，详细介绍了其结构转换层的方案选择、结构布置、结构分析与构造处理，并结合此工程总结了带梁式转换层的高层建筑结构设计关键问题．