Collateral ligament reconstruction in two horses following traumatic avulsion fracture using a knotless suture anchor construct

This case report describes a technique for repair of medial collateral ligament avulsions in two horses. Both horses sustained traumatic injuries resulting in avulsion fractures at the origin of their medial tarsal and carpal collateral ligaments. This report describes the use of a knotless suture anchor to mechanically reconstruct medial collateral ligament avulsion injuries in two horses. The first horse, a 9‐year‐old Hannovarian Warmblood gelding presented for an acute nonweightbearing lameness in the right hindlimb. The injury was localised to the medial malleolus of the tibia and an avulsion fracture of the origin of the short medial collateral ligament of the tibiotarsal joint with disruption of the ligament was found on radiographs and ultrasound. The horse was taken to surgery and a reconstruction of the short medial collateral ligament was performed with a modified single row construct using a biocompatible, multistrand, long chain ultra‐high molecular weight polyethylene braided composite suture tape (2 mm Fibertape) and a single knotless suture anchor (5.5 × 19.1 mm PEEK SwivelLock C). The second horse, a 5‐year‐old Thoroughbred gelding presented for an acute nonweightbearing lameness in the left forelimb. The injury was localised to the medial styloid process of the radius and an avulsion fracture of the origin of the medial collateral ligament of the antebrachial carpal joint was found on radiographs and ultrasound. The horse was taken to surgery and a similar reconstruction procedure was performed to the collateral ligament. Both horses were recovered in a Robert Jones bandage without the use of casts or splints and recovered without incident. Both horses are sound and returned to previous level of athletic performance at 18 months and 8 months, respectively.     

谈锚杆框架梁＋浆砌片石在边坡防护中的应用

锚杆框架梁＋浆砌片石作为一种路堑高边坡防护加固技术,主要适用于高陡岩石、地质条件复杂地段边坡,特别是针对岩石极易风化、崩解、滑动的特征边坡,能有效地保证边坡的稳定性,且结构布置合理。     

Design of the Modern Embankment

This paper introduces the features of the modern shore structure-the tied buttressed retaining wall without bottom between buttresses. The design specification, main point of design and calculation procedure for the structure is discussed.     

Application and Test Analysis of Anti-float Anchor in Submerged Square

In this paper, based on the reconstruction project of the bar in Shekou, Shenzhen, under the action of circular loads, the ultimate bearing capacity and the stress along the anti-float anchor were tested and the change of the loading was analyzed in an in-situ test, which may be taken as reference for other similar projects with the same strata.     

预应力对预应力锚杆加固软岩巷道效果的影响

通过对预应力锚杆加固软岩巷道时加固参数预应力变化的模拟得到其对锚固效果的影响曲线,并根据曲线确定了影响参数和径向位移之间的函数式,进而对变形最小时的影响参数给出分析及评价,从而为巷道加固提供理论参数。     

框架结构设计、施工的重点--节点

本文介绍了框架节点的重要性及预防节点施工通病的方法.     

履带拖拉机摆轴销栓断裂分析

某履带拖拉机摆轴销栓在试车过程中发生断裂,采用断口观察、金相检验、硬度测试、扫描电镜观察和生产工艺等方法进行综合分析。结果表明:由于摆轴销栓表面存在脱碳,造成表面硬度合格的假象;次表面的马氏体组织导致镀锌氢脆敏感性增加,最终使其断裂。     

八地脚螺栓刚性塔座板的承载力

随着中国电网技术的发展,杆塔负荷越来越大,八地脚螺栓塔座板应用越趋普遍。但现有计算理论与实际情况不符,为了使八地脚螺栓塔座板的计算方法合理、可靠,通过试验对八地脚螺栓刚性塔座板承载力进行了研究,同时借助有限元对构件进行了参数化分析。结合经典力学理论、试验及有限元数据,提出了全新的计算方法,引入了等效计算宽度和有效力臂的概念,充分考虑了底板刚度,屈曲后强度和垫板对承载力的影响,对工程设计具有指导意义。     

基于FLAC3D的调压井开挖三维应力应变分析

 采用有限差分法大型商用软件FLAC3D对某水电站调压井井筒的开挖过程进行三维非线性模拟,采用三维弹塑性本构模型,构建了调压井的三维计算数值模型,准确模拟边坡坡体结构、初始地应力、施工开挖过程等,并采用FLAC3D中的锚杆单元模拟调压井开挖时的锚固措施,分析锚杆布置的合理性与安全性,根据计算结果分析调压井所处边坡区域的岩体在开挖施工期及运行期典型工况下的应力和变形状况,对调压井的整体、局部稳定性进行了评价分析。     

自然环境下单木检测方法研究——基于改进Faster-RCNN网络

为研究在果林智能产业化过程中的单木检测技术,实现果林的精准管理,采集江西省赣南地区脐橙果园的高空间分辨率遥感数据,通过K-means聚类分析anchor(锚点)改进网络参数;提出一种改进的网络结构Des Faster-RCNN网络,保证在网络卷积提取特征的过程中,对浅层特征的复用以及融合;在训练过程中加入了迁移学习进行...