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floating bridge相关的网络例句

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Based on the floating causeway pier system mission requirements and theprinciple of working of the system, the general arrangement of system is studied, andthe pontoon-types and causeway section types constitutes of floating causeway piersystem are analyzed, be after, the primary assemble flow of system is explained in thearticle. For the environmental loading of the floating causeway system, we use theapproximately method of single-ship wind and wave and current static load, affordingnecessarily environmental information and data for the design of floating causewaypier anchor system. Also, based on Load Code for Harbour Engineering, diversified shiploading acting on seaward of the causeway pierhead is quantificational calculationed,preparing for the design of pierhead pontoons and ensuring security and adaptabilityand endure of the pier configuration.

本文根据浮式栈桥码头系统任务需求和工作原理,对整个系统的总体规划进行了研究,分析了构成码头系统所需浮箱的种类和浮箱单元的类型及系统的主要拼装流程;对于浮式栈桥码头系统的环境载荷,本文利用单一船舶风、浪、流静态作用力的经验公式进行估算,为浮式栈桥码头锚泊系统设计提供必要的环境资料及环境载荷数据;本文还按照港口工程载荷规范,对作用于浮式栈桥码头系统向海一端突码头的各种船舶载荷进行定量的计算,为突码头浮箱结构设计作准备,以确保码头结构的安全。

That is why some hydrophobic ingredients should be added in order to made floating tablet with ideal floating duration other than decreasing the tableting pressure alone.According to the eroding kinetics, the floating tablet made of HPMC with greater viscosity as K100 MCR and K15 MCR is better than that made of HPMC E 15 LV. The erosion of the tablet made of HPMC E 15LV followed the first order kinetics. 20% of the tablet eroded with 4 hours which is 22 times that of the tablet made of HPMC K 100 MCR. The fast erosion of the tablet made of HPMC E15 LV led to quick buoyancy decrease. The quick swelling of floating tablet made of CMC-Na led to quicker water uptake.

溶蚀动力学表明,以高粘度HPMC K100MCR和K15 MCR制备的漂浮片,其漂浮性能要优于低粘度的HPMC如E15-LV,后者的溶蚀符合一级动力学规律,4小时内片面溶蚀达20%,溶蚀速度比前者大22倍,由于速度太快,漂浮制剂的漂浮力因此会迅速降低;高分子材料CMC-Na制备的漂浮片,虽然遇水后迅速膨胀使体积增大,但是,由于水渗入的速度大于体积膨胀的速度,因此不能产生足够的浮力和维持理想的持续浮力,另外,这种材料制备的漂浮片的溶蚀速度太快,4小时内片面溶蚀达30%,漂浮制剂的漂浮力也因此会迅速降低。

Planetary reducer selection of the overall design of the sun round the floating bodies are set, the sun wheel gear coupling with a single high-speed shaft connected to the realization of floating, the floating floating method is sensitive, simple structure, easy to manufacture, easy to install.

行星减速器的总体方案设计选用太阳轮浮动的均载机构,太阳轮通过单齿联轴器与高速轴联接实现浮动,这种浮动方法浮动灵敏,结构简单,易于制造,便于安装。

Set water activities such as: floating bridge, cylindrical bridge, wood cylindrical bridge, steel wire bridge, etc.

设计浮桥、滚筒桥、木筒桥、钢丝桥等,开展水滑梯、碰碰船,布置溜索、独木桥等水上游艺活动。

Vehicle-bridge vibration system can be divided into two subsystems at the interface of wheel and bridge, one for the bridge and the other for the vehicle. The vehicle-bridge coupling relationship, including the geometrical compatibility condition and the static equilibrium condition between vehicle and bridge, is established.

将整个车桥系统在车轮和桥梁接触处划分为车辆、桥梁两个子系统,通过车轮和桥梁接触点处位移协调条件和力的平衡条件建立了车-桥系统动力方程。

The different methods for establishing the equations of vehicle-bridge system are summarized and assessed. The vehicle-bridge coupling relationship, including the geometrical compatibility condition and the static equilibrium condition at the interface of wheel/rail, is established. The forces on the vehicles, which coming from bridge deflection and track irregularity, and those on the bridge, which coming from vehicle deflection, are given. Then, the governing equations of vehicle-bridge system are setup.

提出了车桥系统运动方程求解的分离迭代技术和相应的数值解法:对建立车桥系统方程的各种不同方法进行归纳与总结;详细建立了车桥耦合关系,即轮轨接触点处的几何相容条件和静力平衡条件;给出了由于桥梁位移和轨道不平顺而引起的作用在车辆上的轮轨力,以及由于车辆位移引起的作用在桥梁上的轮轨力。

This paper applies a software ANSYS to calculate the bridge of Kazi gulf in three-dimensional entity model, compute the left bridge under the initial and the gravity before gather together, carry on left bridge and the whole bridge'mode analyses, finally analyze the left bridge under artificial seismic waves.

本文应用大型有限元软件ANSYS 对卡子湾大桥三维实体模型进行分析,计算左桥合拢前在预应力和重力组合作用下的应力状况,进行左桥和整桥的模态分析,最后分析左桥在人工地震波作用下的动力时程反应。

Given two bridge-builders, a man and a woman, given a certain bridge to be built, and given as always the unchangeable laws of mechanics in accordance with which this special bridge and all other bridges must be built, it is simply inconceivable that the preliminary instruction given to the two bridge-builders should differ in quantity, quality, or method of presentation because while the bridge is building one will wear knickerbockers and the other a rainy-day skirt.

假定分别有男女两位桥梁建造者,要去建造指定的一座桥,在建造这一独特的桥及其它一般的桥的力学规律总是不变的情况下,简直不可想象,男女建造者所受的基本教育应有所不同;更不可想象,只是因为在施工时,一个穿灯笼裤,另一个穿防雨裙,而必须让他们在质量、数量及教学方法上接受不同的教育。

I make "419 roads " going to , passing round north tetracylie sees the "Beijing National Stadium" time be probably 17:40 since traffic control , possessions run by all passing round of the "Beijing National Stadium" north bus,this moment the tetranuclear people of north is not many ,"the intelligent bridge circles in the air from safety" to "strengthening neither having many person bridge " inside, because of but the personnel has controlled face to face ,"the intelligent bridge circles in the air to "strengthening only when the people who holds a ticket can enter secondary safety" bridge " area, Entering mansion , our thereby having stood for one in a nearest fault street overline bridge will be, what all fails to see basically.

还是决定去鸟巢附近看看,由于交通管制,所有走鸟巢北边的公交全绕行,我做419过去的,绕行北四环看到鸟巢大概是17:40,这时候北四环人还不是很多,从安慧桥到健翔桥里面也没什么人,但是对人员也管制了,只有持证的人可以进入安慧桥到健翔桥区域从而进入场馆,我在最近的一个天桥站了一会,基本什么都看不到

For the steel truss girder with abroad \\\"bridge crane bar assembled Law,\\\" the level of technology and equipment as a result of the limited duration of its long, far from being able to meet China\\\s bridge construction project as requested in the analysis of large-span suspension bridge mountain girder erection difficulties under the premise that after the election raised more than Aizhai Bridge \\\"self-cross-cable crane swing shift\\\" program to set up the main truss, which is mountainous suspension bridge girder erecting another major innovation.

对于钢桁梁,用国外的"桥面吊机杆件拼装法",由于工艺和设备水平所限其工期长,远不能满足中国桥梁建设工期的要求,在分析山区大跨悬索桥主梁架设困难的前提下,经过多方案比选提出矮寨大桥"自行式跨缆吊机荡移"架设主桁方案,这是山区悬索桥主梁架设的又一个重大的创新。

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