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Bridge crane is a bridge in an elevated running track as a bridge-type crane, also known as Crane.

桥式起重机是桥架在高架轨道上运行的一种桥架型起重机,又称天车。

Overhead bridge crane is a bridge in the orbit of a bridge-type crane, also known as Crane.

桥式起重机是桥架在高架轨道上运行的一种桥架型起重机,又称天车。

Based on the research production, with three prestressed concrete hollow slabs from the bridge in active service for ten years, this essay studies the ultimate bearing power ,the load-bearing failure mechanism and structure reenforcement measures influence on them, through examination of each performance index, failing load test, theoretical analysis and computing research work.

对预应力混凝土桥梁结构在使用中存在的问题及国内外相关研究发展水平进行了综述,指出目前对旧桥预应力混凝土空心板实际极限承载能力进行相关研究的必要性及其重大意义; 2、对旧桥预应力混凝土空心板的混凝土强度、碳化深度、预应力筋的锈蚀状况以及裂缝状况的检测评定; 3、通过破坏荷载试验,对损伤旧桥预应力混凝土空心板的受力性能进行试验评定; 4、采用在桥面做混凝土叠合层的加固措施,通过破坏荷载试验对加固后的旧桥预应力混凝土空心板的受力性能进行评定; 5、提出在役旧桥预应力混凝土空心板的维护、加固和使用建议。

In order to improve the fire safety and reliability of an explosive device, a butterfly metal film bridge was prepared by adopting a magnetron sputtering technology with a mask. The bridge surface was smeared by 15-20 mg lead styphnate. The current safety testing, antistatic testing and the bridge wire comparative testing were used to study its properties of safety and ignition. Infrared thermal imaging technology was used to verify the heat distribution of the thin film bridge.

为了提高火工品的安全性及点火可靠性,采用掩模法,利用磁控溅射技术制备了一种蝶形金属薄膜桥,在薄膜桥表面涂15~20 mg斯蒂芬酸铅,进行了安全电流试验、抗静电试验及与桥丝的对比试验,研究了其安全性能和点火性能,并利用红外热成像技术验证其发火时桥区的热分布。

Based on the differences between the design value and the survey of the bridge deck elevation in constructing the pre-stressed and so on working condition, the model parameters are identified by ANN, and the beam camber of different sections are given. The results demonstrated that the ANN is efficient and the theoretical results fit well with that of forecasting the beam camber in construction.In this thesis, aim to the beam axis shape be exactitude for design, the internal force of the beam be appeased by design request, the concept of modem cybernetics is applied, At the same time, the effecting parameter has collected. The paper build the ANN model in predicting the beam camber an construction and discuss indetail the extraction of inputting nodes information when quoting the fundamental principle of ANN model and introducing research process of the improved BNN. According to them, ANN is applied in the construction control of prestressed concrete continuous bridge. It is successful for used in the No. 4 bridge of Xiangfan bridge over-crossing Hanriver brideg. To predict the construction camber of by ANN method is useful and effective.

本文以大桥成桥线形满足设计要求和成桥内力控制在设计容许范围内为目的,运用现代控制理论的思想,引用神经网络基本原理,详细介绍BP神经网络的研究过程,从而建立预应力混凝土连续梁桥施工预拱度的神经网络模型,并详细讨论了模型的神经网络结点信息的提取,在工程实例的基础上进行了数值计武汉理工大学硕士学位论文算,数值表明,将神经网络应用于预应力混凝土连续梁桥施工控制,获得了满意的结果,在预应力混凝土连续梁桥施工控制技术研究方面,具有方便有效、精度高的优点,具有良好的应用前景。

Cars were prohibited, and people must walk across the bridge. Scenes of the Old Town and New Town from the bridge were spectacular. People coming and going across the bridge shuttled across jugulars performing on the streets and vendors selling souvenirs, all was bustling.

桥全长520公尺,宽9公尺,为了保护桥体,车辆不准通行,必须步行,在桥上眺望旧城或新城的风景皆美到不行,桥上人来人往,穿梭在街头艺人的卖艺表演与纪念品的摊贩前,好不热闹。

The different points of views, transverse section, plane and volume changes are considered. The results show that the evolution of the Xinqiao Channel has experienced three stages: in 1861~1926 ,the Xinqiao Channel area had been eroded at first and then silted; the Xinqiao Channel is formed during 1926~1958 with the channel experiencing persistence erosion; from 1958 to 2002, the total volume of the Xinqiao Channel keeps stable with the volume of 5.02×108m^3. The pattern of 10m contour has shaped to a certainty in 1926 and 5m contour of the upper and lower parts of Biandansha has been joined. The change of sections of the Xinqiao Channel reflects its thalweg movement to the North Bank 1.1~2.8 km, its shape changes from "U" shape to "V" shape and its depth has been deepened.

计算结果显示在所研究的区域内自1861年以来新桥水道冲淤过程明显被分为三个阶段:1861~1926年的66a间新桥水道区域经过一段时间的冲刷后又重新产生淤积,总容积变化不大;1926~1958年的33a间新桥水道在不断的冲刷中总容积由2.603亿立方公尺增长到5.076亿立方公尺;1958年至今的45a时间里水道容积基本保持在平均5.02亿立方公尺。1926年新桥水道10m等深线已经形成一定的格局,1947年5m等深线向上延伸,扁担沙已经不再与崇明岛相连;1958年上下扁担沙的5m等深线基本连成一体,可以认为此时新桥水道已经形成。

From the analysis of automobile vibration sources and the human responses to vibration, a mechanic model of man-chair-vehicle system with 13 degrees of freedom is built by vibration pattern analyzing technology. Using the random vibration theory, the calculating methods are developed for parameters, including vibration pattern, transfer function, wheel transient load, and acceleration of seat, automobile ride quality simulation software is developed.

通过分析汽车振动源和人体对振动的反应,用模态综合技术,建立了十三自由度人-椅-车系统的动力学模型,运用随机振动理论,给出了振动形态、传递函数、悬架动挠度、车轮动载荷、座椅加速度等参量的计算方法,开发了一套&汽车平顺性仿真软件&并利用已有的汽车数据,对汽车行驶时的振动特性进行了仿真,得到了重要结论:发动机与轮胎刚度、阻尼,后桥阻尼对驾驶员座椅处的振动影响不大;驾驶员座椅的垂直刚度增加很大时,对垂直方向振动响应比较大;前桥刚度、阻尼对驾驶员座椅处的振动影响较大;前轮胎刚度对前桥振动影响较大,前轮胎刚度增加,则振动加强;后桥刚度对汽车平顺性有一定影响,后桥刚度减小,则座椅处垂直加速度减小。

This thesis is based on crane dynamic theory and finite element theory, and utilized software platform of ANSYS. It realizes model analysis and transient analysis of steel rope and bridge structure. The data and conclusion offered effective method to bridge crane design. The thesis mainly includes:According to crane dynamic theory, established relevant dynamic model, and analyzed the dynamic properties of the bridge structure of the bridge crane, including the natural frequency, the model shape and the dynamic stress. A way to analyse the dynamic response of the bridge structure of the bridge crane which takes into account the dynamic properties of the steel rope pulley block has been explored successfully.

本文基于有限元理论和起重机动力学理论,以有限元分析软件ANSYS为平台,实现了计算机对钢丝绳系统和桥架的模态分析和瞬态动力学分析,得到的分析数据和结论对桥式起重机动态设计提供了有效的手段,论文主要内容包括:根据起重机动力学理论,建立了相关动力学模型,并对桥架结构进行动态性能分析(包括固有频率、振型以及动应力)的分析,探索出一种考虑钢丝绳滑轮组的动态特性在内的桥式起重机桥架结构动态应力分析的方法。

The thesis mainly includes: According to crane dynamic theory, established relevant dynamic model, and analyzed the dynamic properties of the bridge structure of the bridge crane, including the natural frequency, the model shape and the dynamic stress. A way to analyse the dynamic response of the bridge structure of the bridge crane which takes into account the dynamic properties of the steel rope pulley block has been explored successfully.

本文基于有限元理论和起重机动力学理论,以有限元分析软件ANSYS为平台,实现了计算机对钢丝绳系统和桥架的模态分析和瞬态动力学分析,得到的分析数据和结论对桥式起重机动态设计提供了有效的手段,论文主要内容包括:根据起重机动力学理论,建立了相关动力学模型,并对桥架结构进行动态性能分析(包括固有频率、振型以及动应力)的分析,探索出一种考虑钢丝绳滑轮组的动态特性在内的桥式起重机桥架结构动态应力分析的方法。

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