单拱大跨度,single arch & large span
1)single arch & large span单拱大跨度
2)single-arch large span单拱大跨
bined with the station of Chongwenmen of 5th line of the underground in Peking,it introduces the technology and program of buildingsingle-arch large span station using the methods of bury shallow and dig invisible of the method of digging in center,making piles in the holes and the method of CRD assistant.结合北京地铁五号线崇文门车站,介绍了该站采用中洞法、洞柱法及CRD辅助工法等浅埋暗挖法修建浅埋单拱大跨车站的工艺和方案,经现场监测,其地表沉降及结构沉降均满足安全性要求,且该工程在国内尚属少见,为类似工程积累了经验。
英文短句/例句
1.Research on Construction Technology of Controlling Ground Settlement in Single-Arch and Large-Span Subway Tunnel单拱大跨地铁隧道控制地表沉降施工技术研究
2.Finite Elemnt method for Space Stability Analysis of Long Span Arched Flume Crossing大跨度拱式渡槽侧向稳定分析的有限单元法
3.Analysis of Strength and Stability of Large-span Box Arch and Single Base Rib Lifting Closure大跨度箱拱单基肋吊装合龙强度和稳定分析
4.Ultimate Bearing Capacity Analysis of Long-Span Stone Arch Bridge with Arched Spandrel Structure大跨径拱式拱上结构石拱桥极限承载力分析
5.The Hoisting and Closing Technique of Long Span Concrete Filled Steel Tubular Single Arch Rib and Structure Analysis;大跨径钢管混凝土拱桥单肋吊装合龙工艺及结构分析
6.Calculation of stayed buckle cable forces for concrete filled steel tubular arch bridge with long span in process of lifting大跨度钢管砼拱桥拱肋吊装中的扣索索力计算
7.OPTIMIZATION OF STAYED-BUCKLE CABLE FORCES DURING ADJUSTMENT OFTHE LINE-SHAPE ON LONG SPANARCH BRIDGE大跨度拱桥拱肋线形调整中的扣索索力优化
8.Simulation Calculation of Arch Rib Hanging Construction and Aseismic Analysis of Large Span Arch Bridges;大跨度拱桥拱肋吊装仿真计算与抗震分析
9.Study on Arch Rib Hoisting Method of Large-span CFST Arch Bridge;大跨径钢管砼拱桥拱肋吊装施工技术的研究
10.Study on Arch Structure Optimization of Long-span CFST Arch Bridge大跨度多肢钢管混凝土拱桥主拱构造优化研究
11.Construction Technique of Arch Rib in Pushan Long Span Concrete-infilled Steel Tube Arch Bridge大跨度钢管混凝土拱桥拱肋施工技术研究
12.Arch column and joint construction quality control of large span concrete arch bridge大跨径混凝土拱桥拱上立柱接头施工质量控制
13.The stability analysis of large span steel light arcuated arch frame construction stage大跨度钢质轻型拱式拱架施工阶段稳定性分析
14.The Design and Construction of Buckle Point of Long Spam Concrete Arch Brige大跨径混凝土拱桥拱箱扣点设计及施工
15.Construction Technologies of Super-span Arch Bridge Skewback in the Complex Mountainous Conditions山区复杂条件超大跨径拱桥拱座施工技术
16.Study of Local Stress in Arch Seat of Long Span Concrete-Filled Steel Tube Arch Bridge大跨度钢管混凝土拱桥拱座局部应力研究
17.Linear Control Techniques for the Arch Ribs in Large-span Steel-pipe Concrete Arch Bridge大跨度钢管混凝土拱桥拱肋线形控制技术
18.On the large-span and supporting arch key technique of PBA construction method on Qingnian avenue station青年大街站PBA工法大跨扣拱关键技术
相关短句/例句
single-arch large span单拱大跨
bined with the station of Chongwenmen of 5th line of the underground in Peking,it introduces the technology and program of buildingsingle-arch large span station using the methods of bury shallow and dig invisible of the method of digging in center,making piles in the holes and the method of CRD assistant.结合北京地铁五号线崇文门车站,介绍了该站采用中洞法、洞柱法及CRD辅助工法等浅埋暗挖法修建浅埋单拱大跨车站的工艺和方案,经现场监测,其地表沉降及结构沉降均满足安全性要求,且该工程在国内尚属少见,为类似工程积累了经验。
3)long-span arch bridge大跨度拱桥
1.Calculation of the cable-stayed force and Pre-camer is the difficulty and key problem in assembling along-span arch bridge by using construction of non-bracket cable-stayed suspension.扣索索力确定和标高预抬量计算是大跨度拱桥在采用无支架缆索吊装施工过程中的难点和核心问题,本文在原有的连续体弹性-刚性支承法的基础上,提出了改进的弹性-刚性支承法:即当前施工节段处的扣索模拟为刚性支承,对已施工节段的扣索模拟弹性结构,节段之间的连接考虑为转动弹簧。
2.The elastic-rigidity supporting method is presented for determination of the buckling cable force and precamber, which is the difficult point as well as the key problem in assembling along-span arch bridge.扣索索力和预抬量是大跨度拱桥的拱圈拼装过程中的难点和核心问题。
3.As known, the effect of traveling wave is noticeable on seismic response of thelong-span arch bridge.拱桥在我国是一种常见的桥梁结构型式，对于大跨度拱桥，地震动的行波效应不可忽视。
4)long span arch bridge大跨度拱桥
1.Stability analysis of along span arch bridge duringconstruction by time-variation mechanics;大跨度拱桥施工稳定性的时变力学分析
2.Test Research on Aerodynamic Characteristics of Long Span Arch Bridge;大跨度拱桥空气动力特性试验研究
3.The elastic lateral stability and the geometric nonlinear influential factors of along span arch bridge during the construction phases are analyzed.考虑施工过程中结构体系不断变化、荷载逐步增加以及拱桥结构大位移等因素 ,建立了大跨度拱桥结构的非线性稳定计算模型 ,编制了相应的程序 。
5)long-span arch bridges大跨度拱桥
6)Large Span Arch大跨度砖拱
延伸阅读
装箱单、重量单、尺码单装箱单、重量单、尺码单[装箱单、皿t单、尺码单1装箱单(Pack-ing Ust)是说明货物包装情况的单据，包括包装材料、包装方式，以及详细的包装内容，如花色、规格搭配等。进口地海关主要依据装箱单对某一特定内容的包装内容进行检查，也是进口商核对货物的依据。装箱单的内容有:单据名称、卖方名称、唆头、件数、规格、数量、毛净重、签字等。重量单(Weight ust)是由卖方或第三者提供的，表明货物重量的单据。一般包括皮、毛、净重。它必须和其他单据上所表示的货物重量一致。尺码单就不详细介绍了。
