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sheet pile相关的网络例句

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Xinjiang once for 20 million tons refinery project, Tuoketuo 2,400,000 kilowatts power plant, one million tons Taigang Stainless engineering, Bayi Iron and Steel Works 900,000 tons of stainless steel projects, Qinghai Salt Lake one million tons of potash fertilizer project, Xinjiang Zepu 30 million tons of large chemical fertilizer, petrochemical Uzbekistan 300,000 tons of urea project, Dushanzi 1.2 million tons ethylene project, the Taklimakan oil and gas field projects, three billion yuan Taisu KUNSHAN large electronics factory building, Lianyungang nuclear power plant project, Yunnan Yuxi Cigarette Factory expansion project, the western port of the United States trailer with H-shaped steel, Tibet Lhasa airport, Zhao offshore drilling platform, the new century, Jiangsu 300000 tons dock, Bangladesh flood control projects, Dongfang Boiler Factory, Ningbo Jianlong Iron and Steel Company, Nanjing Metro, Shanghai Municipal Engineering projects such as the supply of a large number of high-quality H-shaped steel, steel sheet pile and the hot coil.

曾经为新疆2000万吨炼油工程、托克托240万千瓦电厂、太钢不锈100万吨工程、八一钢厂90万吨不锈钢工程项目、青海盐湖钾肥100万吨项目、新疆泽普30万吨大化肥、乌石化30万吨尿素工程、独山子120万吨乙烯工程、塔克拉玛干油气田工程、台塑昆山30亿人民币大型电子工厂建设、连云港核电站工程、云南玉溪卷烟厂扩建工程、美国西部港口拖车用H型钢、西藏拉萨机场、赵东海洋钻井平台、江苏新世纪30万吨船坞、孟加拉国防洪工程、东方锅炉厂、宁波建龙钢铁公司、南京地铁、上海市政工程等项目供应大量优质H型钢、钢板桩和热卷板。

This paper introduces a concept of recent seismic design method for steel sheet pile revetment in Japan, and seismic behavior obtained by an experiment for steel sheet pile revetment.

本文介绍了日本钢板桩护岸抗震设计方法的观念,以及试验中钢板桩护岸在抗震性方面的表现。

The resistance partial factors in design equations are adjusted in order to ensure the target reliability index. The recommended resistance factors are as follows 1.3 and 1.15 for calculating stability of sheet pile and anchorage respectively; 1.4 and 1.35 for calculating strength of sheet pile and tie rool respectively.

为使我国的板桩设计达到目标可靠指标,经过可靠度分析,建议板桩&踢脚&稳定性验算抗力系数调整为1.3,锚碇结构稳定性验算抗力系数、板桩墙抗弯强度作用效应综合分项系数和拉杆拉力分项系数仍分别取为1.15,1.4和1.35。

The closure of steel sheet piles is the key to the construction of steel sheet pile cut-off walls.

钢板桩合拢是钢板桩防渗墙施工的关键。

Structure computation of sheet-pile wall is a major part in design of sheet pile bulkhead, which is a main form of quay.

板桩码头是一种主要的码头结构形式,其中板桩墙结构计算又是板桩码头的一个重要内容。

The effects of the embedded depth and the distance between the front pile and the back pile on the dynamic characteristics of the portal water injection sheet pile are studied.

的影响,埋置深度和它们之间的距离前方桩及背部桩上的动态特性门户注水板桩研究。

A variety of them to overcome their difficulties, has successfully developed four kinds of different forms, with independent intellectual property rights of U-and Z-type steel sheet pile sheet pile, for a total of 14 varieties of different specifications.

他们克服多种困难,先后成功开发了4种不同形式的、具有自主知识产权的 U 型钢板桩和 Z 型钢板桩,共计14个品种规格。

To grasp the influencing rule of negative friction, field prototype observation of sheet pile foundation slab and scientific free pile is carried out and many precious data are collected.

为掌握负摩擦的影响规律,现场进行了原型观测,对象是板桩承台和科研自由桩,得到了宝贵的资料。

Basing on research on prestressed anchorage sheet pile retaining wall design calculation method and internal forces pile,earth pressure distribution rule,To provide design and construction of reference,further guidance on the practice.

通过对预应力锚索桩板墙设计计算方法研究及各工况下桩内力及土压力分布规律的研究,为设计施工提供参考性结论,进一步指导工程实践。

This paper establishes a finite element model for the interaction between the soil and the sheet piles and performs a seismic response analysis for the portal water injection sheet pile adopting the nonlinear calculation module of finite element software ANSYS.

本文建立的有限元模型之间的互动,土壤和钣桩并进行地震反应分析,为门户注水板桩采用了非线性计算模块的有限元软件ansy

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