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101.
结合铁路工程钢绞线一锚具组装件的静载锚固性能试验检测,对影响试验结果的各种因素进行了分析,并指出相应的解决措施。提出试验过程的有效控制是试验科学性和数据结果可靠性的有力保证。 相似文献
102.
在桥梁短索钢绞线预应力的施工中,锚夹具在张拉时的回收对钢绞线伸长值的量测有着不可忽略的影响。结合安徽省铜黄高速公路汤屯五标的桥梁施工进行了分析,可供桥梁预应力短索张拉的施工参考。 相似文献
103.
船舶动力设备因故障监测信号样本少、变化缓慢且数据特征呈非线性,使得设备故障模式的准确识别和状态预测比较难。鉴于此,文章研究了基于隐马尔科夫模型的故障模式识别方法,利用该模型将微弱变化的信号特征转换为变化较大的对数似然概率对故障模式实现有效识别。在此基础上进一步提出基于HMM-SVR的设备状态预测模型,将遗传算法用于支持向量回归模型参数寻优,并结合隐马尔科夫模型,实现对设备状态的预测。对船用柴油机进行仿真,结果表明上述模型具有较高的识别率,能准确预测船舶动力设备的当前状态。 相似文献
104.
105.
为提高大型铅酸落后蓄电池修复装置的控制性能和修复效果,分析了蓄电池修复装置的布局特点,研究修复装置信号调理系统,设计了信号调理系统的各组成模块,应用信号调理工控机及数据采集卡模块,集成了先进、有效的大型蓄电池修复装置信号调理系统,为蓄电池修复装置提高电池的容量,发挥修复效果奠定基础。 相似文献
106.
107.
葛洲坝1号船闸由于与三峡船闸匹配运行,船舶实行导航墙待闸,下行船舶在导航墙停靠时距离人字门较近,而且下行船舶首船进闸后停靠位置与下闸首人字门距离较近,都具有碰撞人字门的风险。针对葛洲坝1号船闸人字门存在被碰撞的风险,结合上、下闸首的现场情况分别就上、下闸首人字门增设防撞设施方案的可能性进行分析,提出提升式、侧开式和下沉式等方案,并讨论各方案实现的可能性、优势及不足,为船闸人字门防撞安全设施的方案设计及应用提供参考。 相似文献
108.
Combining the present situation and development trend of different tunnel support technologies at home and abroad, this paper analyzes the problems of rockburst in hard rock tunnels and large deformation in soft rock tunnels caused by high ground stress. It is concluded that: 1) regarding the rockburst problem, the current support technology is mainly influenced by the rock burst mechanism which is dominated by static factors, and so the used support components are generally of smaller deformation performance and "passive support" properties; 2) as the rockburst is the result of dynamic-static stress coupling, and only the anchor bolt has the "active support" attribute in the current "shotcrete+anchor bolt+wire net" support system, so the best support system should have the two functions of active support and energy release in terms of the rockburst problem, and the key focus of the research and development is anchorage members; 3) there are three main support types for large deformation in soft rock tunnels, e.g. the heavy support, layered support and yielding support. Among them, the heavy support system in underground cavern with large deformation is easy to induce excessive surrounding rock pressure, and so the applicable conditions are limited. The layered support system is still not the best choice due to its immature theoretical study, difficult determination of the thickness value and the installation time of each support layer and the interference to construction progress. With the characteristics of timely support and yielding while supporting, the yielding support system can give full play to the performance values of surrounding rocks and supporting materials, and make both of them reach the optimal state, so it is the best choice for supporting the soft rock tunnels with large deformations. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
109.
More and more multiple-track tunnels and super-large section tunnels have been built, and disman- tling of temporary strut is a weak point of the whole structure during force transfer when the secondary lining is con- structed. It is significant to guarantee structure safety during dismantling of temporary strut. Little systematic re- search on safety in dismantling of temporary strut of the super-large section tunnel with double-layer primary support has been conducted, so the internal force and security of the two-layer primary support of the Xinkaotang tunnel were analyzed by a numerical analysis and site measurement, and it proves the effect of two-layer primary support on the safety during strut dismantling. The research results indicate that: (1) with constant support thickness and one-time longitudinal dismantling length, the safety factor of secondary primary support is larger than that of the first primary support, and the safety factor of the first primary support is larger than that of the single-layer primary support. Change range of safety factor for the first primary support is smaller than that of the single-layer primary support, and the safe factor for the single-layer primary support is smaller than that of the secondary primary support; (2) with the same support pattern, the safety factors increase firstly and then decrease with an increase of the onetime dismantling length. The calculated results of various cases show that the reasonable one-time dismantling length for this project is about 9 m. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved. 相似文献
110.
水平旋喷桩施工工艺在深圳地铁施工中的应用 总被引:1,自引:0,他引:1
在深圳地铁安托山站—侨香站区间矿山法隧道超前支护施工中,由于采用了水平旋喷桩施工工艺,成功地解决了安-侨区间暗挖隧道在饱和粉细砂层及砾砂层中近距离穿越大断面雨水箱涵及φ500 mm次高压燃气管线的难题,节约了施工成本,充分显示了水平旋喷桩施工工艺在富水砂层浅埋暗挖隧道开挖预支护工程应用上的经济优势。文章论述了水平旋喷桩的工艺机理、适应性、优缺点以及在该工程中的应用效果。 相似文献