助手标题  
全文文献 工具书 数字 学术定义 翻译助手 学术趋势 更多
查询帮助
意见反馈
   逐跨 的翻译结果: 查询用时:0.213秒
图标索引 在分类学科中查询
所有学科
公路与水路运输
更多类别查询

图标索引 历史查询
 

逐跨
相关语句
  span by span
     Yuao Bridge is a continuous prestressed concrete box beam bridge with 8 spans. Spans are 2×35 + 2×24 + 24.5 + 2×25 + 24.915m. This bridge was constructed by using low box beam with large cantilever, two way prestess, prestressing and tensioning with large tonnage span by span.
     渝澳大桥主引桥为8孔等截面预应力混凝土连续箱梁桥,跨径组合为2×35+2×34+24.5+2×25+24.915m,采用了大悬臂低箱梁、双向预应力以及大吨位预应力逐跨施工逐跨张拉工艺,使得结构轻颖、施工迅速、造价低廉。
短句来源
     In the light of Shanghai Xinliuhe Bridge Project it introduces mainly the design characteristics of precast segmental beams, the application of construction method of using machine for splicing span by span and prestressed new material and new process as well as the analysis of the main testing result of precast segmental beams.
     并结合上海市新浏河大桥工程重点介绍了预制节段梁的设计特点 ,采用架桥机实现逐跨拼装的施工方法、预应力新材料新工艺的应用 ,以及预制节段梁主要试验成果分析
短句来源
     The paper states the development and construction characteristics of assembling bridges by precast segments span by span as well as the precast method of segmental beams etc.
     本文论述了预制节段逐跨拼装桥梁的发展、施工特点及节段梁的预制方法等。
短句来源
     Each span is 50 metres long, which was constructed with span by span method from south to north.
     每跨50米,纵横向预应力体系; 采用移动模架法自南向北逐跨施工。
短句来源
     An example of the creep analysis for a continuous girder bridge constructed with span by span method is also given to prove its accuracy and practicable.
     最后给出了一个逐跨施工连续梁的徐变分析算例 ,验证了分析方法的正确性
短句来源
更多       
  “逐跨”译为未确定词的双语例句
     Study on Construction Technology of Precast Segmental Bridge
     预制节块逐跨拼装桥梁施工工艺研究
短句来源
     A Practical Calculation Method for the Theoretical Value of Elongation of Prestressed Tendon——Method of Reduction Coefficient along the Spans
     预应力筋张拉伸长值的实用计算方法——逐跨折减系数法
短句来源
     The Gaoji Strait Bridge in Xiamen(Amoy)adopts a superstructure of continuous prestressed concrete box girders with equal spans of 45m each and the stepping formwork construction method.
     厦门高集海峡大桥主桥上部为45m等跨等截面预应力混凝土连续箱梁,采用纵向滑模逐跨现浇混凝土施工;
短句来源
     The axial load and centralizer spacing from the bottom tO the top are calculated by using the mechanical analysis method and the well trajectory data.
     采用力学分析的方法,结合井眼轨迹数据,由下到上逐跨计算了抽油杆柱的扶正器间距和轴向力。
短句来源
     In accordance with the frame combined structure of storehouse building,the wavy notch and span-by-span collapce implementation were adopted by aid of drawing steel rope to successfully control the blasting at the scope of 0.8 m and ensure the safety of high-voltage power distribution house.
     堆栈大楼单体面积 19 635m2,高 28m,拼装框架组合结构,采用波浪式切口、逐跨塌落的施工工艺,辅以牵拉钢丝绳,成功地将后坐距离控制在 0. 8m范围,确保了 3m处 11万V高压配电房的绝对安全。
短句来源
更多       
  相似匹配句对
     Blasting Demolition of a Large Workshop Collapsed Transversely Span by Span
     大面积厂房的横向坍塌爆破拆除
短句来源
     Study on Construction Technology of Precast Segmental Bridge
     预制节块拼装桥梁施工工艺研究
短句来源
     Cross-Cultural Comparative Research
     文化研究
短句来源
     Narration Crossing the Border
     界叙事
短句来源
     Wild about Color
     “彩”狂澜
短句来源
查询“逐跨”译词为用户自定义的双语例句

    我想查看译文中含有:的双语例句
例句
没有找到相关例句


This paper briefly describes the calculation principles for the creep coefficient in the GFR-Code 《DIN-4227》. According to the delayed elastic deformation theory, a revised formula of the age-adjusted effective coefficient ρ is derived from the "Age-Adjusted Effective Modulus Method" asUsing the method proposed by the author, the calculation of the sedondary moment due to concrete creep in the continuous girder bridge constructed with the span by span method is analysed and discussed here.The main conclusions...

This paper briefly describes the calculation principles for the creep coefficient in the GFR-Code 《DIN-4227》. According to the delayed elastic deformation theory, a revised formula of the age-adjusted effective coefficient ρ is derived from the "Age-Adjusted Effective Modulus Method" asUsing the method proposed by the author, the calculation of the sedondary moment due to concrete creep in the continuous girder bridge constructed with the span by span method is analysed and discussed here.The main conclusions are as follows:1. The accurate value of the age-adjusted effective coefficient ρ is not necessary in the calculation of the secondary moment due to creep in the continuous girder bridge.2. We suggest that the applicable range of the coefficient p be 0.5 to 0.55 when the load is applied for a short time and 0.6 to 0.7 when applied for a long time.

本文简要介绍西德预应力混凝土设计与施工规范《DIN 4227》中对徐变系数(考虑滞后弹性的徐变理论)计算原则。作者根据滞后弹性变形理论对“有效弹性模量法”中的时效系数ρ和折算系数γ提出修正公式。对考虑滞后弹性由混凝土徐变引起的连续梁(逐跨架设)次内力计算进行了分析讨论。

The Gaoji Strait Bridge in Xiamen(Amoy)adopts a superstructure of continuous prestressed concrete box girders with equal spans of 45m each and the stepping formwork construction method. It uses a substructure of thin-walled rectangular piers and pile foundation.This bridge is the longest straitcrossing one at present in China.

厦门高集海峡大桥主桥上部为45m等跨等截面预应力混凝土连续箱梁,采用纵向滑模逐跨现浇混凝土施工;下部为薄壁矩形墩桩基础。该桥是目前我国最长的跨海桥。

Wear between sucker rod string and tubing string in a deviated well can be reduced by the proper setting of sucker rod centralizers. Thereby the overhaul period of the well can be extended and the production coct can be cut down. The axial load and centralizer spacing from the bottom tO the top are calculated by using the mechanical analysis method and the well trajectory data. By assuming the rod string contacting with the tubing string only at the centralizers, the rational centralizer spacing and the axial...

Wear between sucker rod string and tubing string in a deviated well can be reduced by the proper setting of sucker rod centralizers. Thereby the overhaul period of the well can be extended and the production coct can be cut down. The axial load and centralizer spacing from the bottom tO the top are calculated by using the mechanical analysis method and the well trajectory data. By assuming the rod string contacting with the tubing string only at the centralizers, the rational centralizer spacing and the axial force and lateral force on the upper centralizer are determined by means of repeated pilot calculation. Investigation shows that the space between two adjacent centralizers depends on the above-mentioned axial force, lateral force, wellbore dimensions, bending rigidity and clearance between the rod and the tubing; the force on the end of the rod string depends on the liquid pressure, plunger weight, friction, liquid resistance and inertia; and the lateral foree depends on the wellbore dimensions, axial force and rod weight. The calculation instance and application show that the above-mentioned method of calculation is feasible.

在斜井抽油杆上合理布置扶正器可减缓抽油杆与油管的相互磨损,延长油井免修期,降低生产成本。采用力学分析的方法,结合井眼轨迹数据,由下到上逐跨计算了抽油杆柱的扶正器间距和轴向力。假定抽油杆柱上只有扶正器处与油管接触,通过反复试算确定了两相邻扶正器之间的合适间距、上扶正器处的轴向力和侧向力。研究结果表明,相邻两扶正器的间距取决于上述轴向力、侧向力、井眼几何尺寸、杆抗弯刚度和杆与管间隙的大小。抽油杆柱最下端作用力的大小取决于液体压强、柱塞重量、摩擦力、液体阻力和惯性。而侧向力的大小取决于井眼见何尺寸、轴向力和抽油杆重量。计算实例及现场应用均表明三维计算方法是可行的。

 
<< 更多相关文摘    
图标索引 相关查询

 


 
CNKI小工具
在英文学术搜索中查有关逐跨的内容
在知识搜索中查有关逐跨的内容
在数字搜索中查有关逐跨的内容
在概念知识元中查有关逐跨的内容
在学术趋势中查有关逐跨的内容
 
 

CNKI主页设CNKI翻译助手为主页 | 收藏CNKI翻译助手 | 广告服务 | 英文学术搜索
版权图标  2008 CNKI-中国知网
京ICP证040431号 互联网出版许可证 新出网证(京)字008号
北京市公安局海淀分局 备案号:110 1081725
版权图标 2008中国知网(cnki) 中国学术期刊(光盘版)电子杂志社