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pier相关的网络例句
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The main method of reinforcement pier is use different materials in the external of damaged pier, but in most of case, the damaged pier cant be repaired in time, so in this paper, we can solute such questions through architectonics so that the bridge pier capacity can keep from loss largely.

现有的加固方法主要是利用不同的材料在外部对损伤的桥墩进行加固,但是在很多情况下,桥墩不能够及时进行加固处理,所以本文通过构造性的设计方案,来解决在不能及时加固情况下,桥墩承载力不至于有较大的损失。

The invention has the advantages that by means of single film growth craft, supporting structures of a pier, a bridge leg, and a deck are accomplished, thus greatly lowering the difficulty and complicity of the craft; the pier, the bridge leg, and the deck are formed into a trinity, thus assuring the mechanical support of the whole micro bridge to be firmer and to have higher stability; meanwhile, the pier manufactured by means of the single film growth craft has a hollow shape, thus ensuring that the manufacturing process of the electrical channel of the micro-bridge structure is more simple, without the need of tapping in the pier; only simple photoetching craft is needed to guarantee the connection between the electrode at the upper end and the electrode at the lower end.

本发明利用一次薄膜生长工艺完成桥墩、桥腿和桥面的支撑结构,大大降低了工艺难度和复杂性,且桥墩、桥腿和桥面三位一体,使得整个微桥的机械支撑更为牢固,稳定性更高;同时,本发明利用一次薄膜生长工艺制作出的桥墩成空心状,使得微桥结构的电学通道制作过程变得更为简单,无需另外在桥墩中开孔,只需简单的光刻工艺即可保证上端电极和下端电极相连。

In the process of the solid parts of hollow pier construction, hole is reserved in the pier wall, solid steel corbels is installed in the hole as vertical support piers for the top construction of cast in place solid pier .

结合桥梁施工实例,介绍在施工薄壁空心桥墩墩顶实心部位时,采用在墩壁预留孔,孔内安装钢棒牛腿作为现浇实心墩顶的竖向支撑,进行空心墩顶部实心段施工的工艺。

To increase the construction process of rigid bridge hollow thin wall high pier ,it puts forward the large mode design method in the construction of hollow thin wall high pier ,and mainly discusses the process of mode design and the checking calculation combined with the practice,and this solves the problems of accelerating the construction of pier.

为了提高刚构桥空心薄壁高墩墩身施工进度,提出了在空心薄壁高墩施工中的大模板设计方法,并结合实例对模板设计的过程和验算进行了主要论述,有效解决了加快墩身施工进度问题。

A finite element numerical model for arch dam-gravity pier-foundation system was established to evaluate the effect of high gravity piers on the stress, deformation and anti-sliding stability of Sizhai arch dam, taking the following factors into account, such as the possible elastoplastic deformation of foundation rocks and the nonlinear interaction between the interfaces of gravity pier-dam foundation, the joint surfaces beneath the right bank, and the interfaces of arch dam-gravity pier.

摘要为评价高重力墩对四寨拱坝的应力变形和抗滑安全的影响,建立了拱坝-重力墩-地基系统的有限元数值模型,其中考虑重力墩-基础、右岸夹层和拱坝-重力墩等交界面的非线性相互作用,以及基岩材料的弹塑性变形行为。

In order to study local scouring field near the pier with sediment control dam, the 3-D velocity field of the pier in monomer model is subtly measured by ADV velocimeter of Sontek. This paper analyses the velocity distribution in the scouring pool of pier and takes turbulent strength distribution in different direction. Three new characters for the local scours of piers with the sediment control dam are analyzed and the dam's applicability is brought forward.

采用Sontek公司声学多普勒测速仪对有拦沙坝防护的模型桥墩附近流场进行了精细测量,对桥墩冲刷坑内三维流速分布进行了分析,给出了冲刷坑内三维紊动特征量的分布,分析研究了有拦沙防护坝时桥墩局部冲刷的三个新特点,提出了拦沙坝的适用条件。

From Manila via bus to Batangas pier, travel time is about 2hrs to 3hrs depending on the traffic. Batangas to Calapan by boat takes 2 hours, another 2 hours by bus from Calapan to Roxas pier, then 4 hours by boat from Roxas pier to the Caticlan jetty port.

抵达Batangas码头后需乘坐海轮2小时后到达Calapan,然后乘坐巴士从Calapan出发经2小时后至Roxas码头,最后乘坐海轮从Roxas码头出发经4小时后抵达Caticlan码头。

When train running on the track, there has interaction between whiles and track, and the track will bend because of the weight of wheel. The bend wave will propagate to box-beam and further to bridge pier. Then the vibration propagate to around soil through the bridge pier, which can cause the second vibration on buildings.

列车运行时,车轮和轨道间存在着相互作用,由于轮重的作用使轨道产生弯曲变形,弯曲波通过轨道垫块传给箱型梁,进一步传递给桥墩,然后振动通过桥墩向周围土中传播,从而进一步引发建筑物的二次振动。

In this paper the features of constructional details and behaviors of double thin-wall piers of continuous rigid frame bridges were firstly analyzed. According to the condition of deformation compatibility, a relationship between the inner forces on the coping of pier and the single inner forces of the double thin wall pier was established.

本文首先从双薄壁墩的结构和受力特点出发,根据主梁与双薄壁墩的共同变形协调条件,建立墩顶内力与双薄壁桥墩单墩内力之间的关系,考虑强度和稳定约束,建立基于通用有限元程序的双薄壁墩墩中距和壁厚的优化数学模型。

Star Ferry Pier was the beginning and now Queen's Pier. Who knows what's next?

由天星码头开始,现在是皇后码头,下一个会是哪里?

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