混凝土双曲拱坝体型施工控制的技术体系

从建立施工控制网,设置计算放样点坐标和施工放线点测量方面建立了一个完善,有效的双曲拱坝体型施工控制技术体系,从而提高了施工精度,解决了双曲拱坝体型控制的难题。以万家沟水库混凝土双曲拱坝为例对该体系统作了介绍。     

铁路桥梁混凝土表面气泡和砂纹的防治措施

通过对铁路桥梁混凝土表面气泡和砂纹形成原因的分析,从桥梁预制工艺5个方面进行试验研究,并提出了相应的防治技术措施。     

高拱坝水垫塘水动力特性研究

在模型试验的基础上,从水力学角度对高拱坝平底水垫塘及反拱水垫塘的水动力特性进行了分析评价。结果表明,无论是水体特性还是水动力特性,平底水垫塘都优于反拱水垫塘;在消能效果方面,平底水垫塘消能率与反拱水垫塘基本一致,二者的消能率均接近95%。     

Production of a desirable Brassica oleracea CMS line using an alloplasmic B. rapa CMS line carrying Diplotaxis erucoides cytoplasm as a bridge plant

In Brassica oleracea, production of F₁ hybrid seeds mainly makes use of the improved Ogura cytoplasmic male sterile (CMS) line. However, reliance on one particular line is a risk, and it would be advantageous to develop other CMS lines. In this study, we transferred Diplotaxis erucoides cytoplasm to B. oleracea cultivars using an alloplasmic B. rapaCMS line as a bridge plant to avoid incompatibility between donor and recipient plants. The new B. oleraceaCMS lines, which were derived by four generations of backcrossing, had small rudimentary anthers with no pollen grain and showed complete male sterility. There was no functional defect in other floral organs, and the ability to receive normal pollen did not appear to be impaired. Moreover, the B. oleraceaCMS lines carrying D. erucoides cytoplasm had larger leaf areas and a normal plastochron. As a consequence, the B. oleraceaCMS lines carrying D. erucoides cytoplasm have the potential to be valuable alternatives for use in commercial B. oleracea hybrid seed production.     

桁架拱轻钢大棚骨架K型节点受力性能对比与分析

我国北方寒区常发生桁架拱轻钢大棚在暴风、暴雪共同作用下破坏。以桁架拱轻钢大棚骨架的薄弱部位即K型节点[1-3]为研究对象,采用ANSYS有限元分析软件对灌浆K型节点及空心K型节点进行模拟静力分析,同时进行了灌浆K型节点及空心K型节点静力加载试验,验证了有限元分析结果的正确性。分析结果表明,灌浆K型节点与空心K型节点的最大应力均出现在受压支杆与主管焊接处,且灌浆K型节点应力明显小于空心K型节点应力,灌浆改善了桁架拱轻钢大棚骨架K型节点的受力性能,为灌浆桁架拱轻钢大棚骨架的整体分析提供了依据。     

浇筑式钢桥面铺装层推挤变形病害机理分析

以贵州省北盘江大桥钢桥面铺装层推挤变形病害为研究背景,采用凝胶渗透色谱法(GPC)和傅里叶变换红外光谱法(FTIR),从沥青分子尺度分析钢桥面铺装产生推挤变形的原因。分析结果表明:沥青老化并不是造成钢桥面铺装层推挤变形的主要原因;从现场调查可知,第2层粘层粘结能力的降低是造成钢桥面铺装层推挤变形病害的次要原因;通过级配分析发现,造成钢桥面铺装层推挤变形的主要原因是浇筑式沥青混合料(GA)级配偏细以及GA中集料颗粒的棱角性较差所致。     

地震下高墩刚构桥桥台背土相互作用分析方法对比

针对重力式U型桥台背土相互作用,结合现行抗震规范,提出了4种分析模型及其力学本构关系和计算式。采用非线性时程法对比研究了某在建高墩双薄壁连续刚构桥的桥台背土相互作用效应。结果表明：只有弹簧模型可以求得与精细模型基本一致的高阶弹性模态;在纵桥向,滚轴模型和支座模型的结果都比精细模型小,弹簧模型相对精细模型的计算误差最小,关键内力误差不超过20%;在横桥向,支座模型的内力最接近精细模型,而弹簧模型和滚轴模型的结果都偏保守;桥台刚度对关键地震内力的影响幅度低于10%,而桥台有效参与质量的影响幅度也低于15%。综合考虑分析精度和计算成本,弹簧模型在抗震设计中更值得推荐。     

A single screw technique compared to a two screw and wire technique as a temporary transphyseal bridge for correction of fetlock varus deformities

A single screw technique is described as a temporary transphyseal bridge for the treatment of fetlock varus angular limb deformity in foals. This has been compared to tension band wiring with regards to rate of correction, cosmetic result and incidence of complications. The single screw was found to be an effective technique resulting in more rapid improvement of deviations in foals aged up to 5 months. Complications were minimal following both techniques and the final cosmetic result was better following single screw surgery.     

Experimental Analysis of Construction Time Space Effect for Large Span and Flat Multi Arch Tunnel

For the large span and flat, together with the interaction effect of construction and disturbance of surrounding rock, the mechanical of large span and flat multi arch tunnel is very complicated, and the time space effect is different from that of two lane multi arch tunnel or separated tunnel. Adopting the “CTSSSRH”, the 3 D dynamic process of the tunnel construction was simulated. Analyzing the rule of surrounding rock displacement and stress with excavation, the time space effect of large span and flat multi arch tunnel was proposed.     

Routing protocol of the wireless sensor networks for bridge health monitoring

By analyzing the reason that why the existing routing protocols cannot be applied to the wireless sensor networks for bridge health monitoring, a new routing protocol is proposed. Since the locations of the collecting modules are fixed, the proposed protocol exchanges the routing information between the neighbor nodes by adjusting the exchange cycle according to reliability of the modules. For the low routing security requirement, while to increase the routing efficient, the middle nodes replying the routing requirements with variable thresholds is introduced. In order to make full use of information in route discovering procedure, the backup routes mechanism is adopted. The proposed protocol can efficiently forward data and is suitable for the bridge health monitoring.