遥控水下机器人脐带缆收放绞车设计及牵引力分析

脐带缆收放技术是有缆遥控水下机器人的一项关键技术,该技术直接影响水下机器人载体的收放及作业过程中脐带缆的安全。针对目前水下机器人收放系统中脐带缆收放技术的特点,给出了一种具有自动排缆、低张力缠绕、能够提供大牵引力和安全制动功能的紧凑新式脐带缆绞车方案,并对牵引绞车与储藏绞车之间脐带缆张力与牵引绞车的牵引力进行了理论分析,给出了二者之间的关系函数。     

内宜高速K43+200～256段边坡治理措施

介绍了内宜高速公路K43＋200～256段边坡的治理方案、施工措施。该边坡的4个危岩体除了都采取预应力锚索外,还针对不同危岩体的特征采取了不同的治理措施：W 1预应力锚索＋裂隙封填;W 2预应力锚索＋岩腔封砌;W 3预应力锚索;W 4预应力锚索＋危岩体支撑。经过两年多时间的考验,证明该治理方案和措施是合理的。     

Tension and Drag Forces of Flexible Risers Undergoing Vortex-Induced Vibration

This paper presents the results of an experimental investigation on the variation in the tension and the distribution of drag force coefficients along flexible risers under vortex-induced vibration (VIV) in a uniform flow for Reynolds numbers (Re) up to 2.2×10⁵. The results show that the mean tension is proportional to the square of the incoming current speed, and the tension coefficient of a flexible riser undergoing VIV can be up to 12. The mean drag force is uniformly and symmetrically distributed along the axes of the risers undergoing VIV. The corresponding drag coefficient can vary between 1.6 and 2.4 but is not a constant value of 1.2, as it is for a fixed cylinder in the absence of VIV. These experimental results are used to develop a new empirical prediction model to estimate the drag force coefficient for flexible risers undergoing VIV for Reynolds number on the order of 10⁵, which accounts for the effects of the incoming current speed, the VIV dominant modal number and the frequency.     

预应力锚索在十三陵抽水蓄能电站上池西北坡加固中的应用

十三陵抽水蓄能电站上池位于蟒山山顶,不仅蓄水发电,而且作为天池为十三陵游览区增加了又一新的景色供游人观赏。本文以十三陵抽水蓄能电站上池西北坡塌滑体锚索锚固为例,系统论述了预应力锚索在地质灾害防治中的应用。      

内孤立波作用下顶部张紧式立管动力特性

基于内孤立波mKdV理论,采用考虑内流的细长杆动力学方程,结合改进的Morison公式,研究两层流体中内孤立波与顶张立管的相互作用问题。针对东沙群岛南部海域附近某实测内孤立波特征参数,计算分析在该内孤立波作用下某顶张立管的内孤立波载荷与运动响应,以及立管横截面弯矩及其应力的变化特性。研究表明,内孤立波不仅会对顶张立管产生突发性的冲击载荷以及大幅度水平变形,而且还会使其横截面弯矩及其应力显著增大。因此在深海立管的设计与应用中,内孤立波的影响是不可忽视的。     

国内外预应力锚固技术现状及发展

分析总结了目前国内外在预应力锚固工程中的设计、器具及施工现状，提出了存在的问题及发展的趋势。     

亚欧海底光缆香港东段路由环境特征及其评价

根据勘察路由区旁侧声纳、浅地层剖面仪和多波束测深等物理探测手段所获取的资料 ,结合其它自然环境资料 ,对路由区海底工程地质条件进行了详尽的分析 ,通过对地质灾害、海洋开发活动等影响的分析 ,对该段路由区环境进行了综合评价。研究结果表明 ,该段路由工程环境适合于光缆的铺设     

跨断层牛顿力监测系统超大长度锚索综合施工技术

基于“界面牛顿力测量的双体灾变力学模型”建立的NPR锚索监测系统,已在多个滑坡现场得到应用,但用于地震预警与科学研究的超大长度锚索跨断层牛顿力监测系统在国内尚属首次。结合山东省昌邑市地震局CY-1号文山跨断层牛顿力监测站?150 mm、自由段长240 m、总长300 m的NPR锚索施工实践,介绍了松散卵砾石、断层破碎岩等复杂地层小入射角大口径超长度绳索取心勘探、跟管钻进、多性能泥浆护壁、分级扩孔、“绳索取心钻杆+定位片+钢绞线束+反丝解脱接头+导向锚固头”下索注浆一体化系统等综合施工技术,可供类似工程借鉴。     

A study of spar buoy floating breakwater

A floating breakwater produces less environmental impact, but is easily destroyed by large waves. In this paper, the spar buoy floating breakwater is introduced with a study on the wave reflection and transmission characteristics and mooring line tension induced by the waves. Mei (The Applied Dynamics of Ocean Surface Waves, Wiley, New York (1983) 740 p) proposed a theoretical solution for the reflection and transmission coefficients as the wave propagates through a one-layer slotted barrier. For a multiple-layer fence system, the analytical solution is proposed linearly. The results show that the theoretical computations agree well with the experimental trends. For a multiple-layer fence system, the transmission coefficients become maximal as the layer spacing to wavelength ratio moves to 1/2. Conversely, the coefficients become minimal, as the ratio moves to 0.3. To estimate the maximum tension of the mooring line, both numerical calculations and laboratory experiments were executed. The numerical calculation results were similar to the experimental results.     

基于改进的Mohr-Coulomb强度准则下岩石锚杆极限抗拔承载力计算

岩石锚杆基础作为风电机组基础的一种特殊基础型式,可以充分发挥原状岩体的力学性能,具有良好的抗拔性能。已有研究表明,小而非零拉伸截断改进的Mohr-Coulomb（简称M-C）强度准则更适用于描述岩体的破坏特性。基于小而非零拉伸截断改进的M-C强度准则,建立破坏面上单位面积的能量耗损率表达式。从塑性力学极限分析上限定理出发,构建岩楔体平移破坏机构。根据外部作用荷载和岩楔体自重所做的外功率与沿岩楔体圆破坏锥面的能量耗损率相等的条件,建立虚功率方程,并由此得到了岩石锚杆极限抗拔承载力的计算公式。经原型试验验证,推导公式所得计算值与实测值一致性较好,具有一定的可靠性,且能满足工程实际应用要求。