钢混结合段,steel-concrete composite segment
1)steel-concrete composite segment钢混结合段
1.In thesteel-concrete composite segment of the 3rd Nanjing Yangtze River Bridge s tower, the PBL shear connectors have been utilized inland firstly.南京长江三桥桥塔钢混结合段在国内首次采用PBL剪力键作为传力体系,和以往应用于组合梁的柔性剪力键不同,该桥剪力键传递的轴向力较大,结合段范围小,而国内对该种PBL剪力键的传力机理尚无直观的认识。
2.The right-branching bridge of Nanjing Yangtze River Tunnel is a self-anchored suspension bridge with single tower and its side-span concrete box girder and main-span steel box girder are connected by thesteel-concrete composite segment.南京长江隧道工程右汊独塔自锚式悬索桥,边跨混凝土箱梁与主跨钢箱梁通过钢混结合段进行连接,钢混段采取PBL剪力键及抗剪焊钉、预应力等相应措施克服因材质不同、温度等因素对梁体的影响,使全桥混凝土与钢箱梁形成一个整体,满足结构受力需要。
英文短句/例句
1.Analysis on Local Stress of Steel-concrete Joining Sections of a Cable Stayed Bridge混合梁斜拉桥钢混结合段的局部应力分析
2.Research on the Structural Characteristics of Steel-Concrete Composite Segment in the Tower of Nanjing Yangtse 3RD Bridge;南京长江第三大桥桥塔钢混结合段结构特性研究
3.Construction Technology for Steel-concrete Composite Segment of Self-anchored Suspension Bridge自锚式悬索桥钢-混结合段施工技术
4.Study on Structural Behavior of Steel-concrete Composite Beam Bridge in Constructing Phase;钢—混凝土结合梁桥施工阶段受力性能研究
5.Experimental Research on the Load Carrying Performance of Steel-concrete Junction in Box Girder of Cable-stayed Bridge斜拉桥箱梁钢-混结合段受力的试验研究
6.Key Technique Schemes for Construction of Steel and Concrete Joint Section of Edong Changjiang River Bridge鄂东长江大桥钢-混结合段施工关键技术方案
7.Research and Modal Test of Shear Connector in the Steel-Concrete Composite Segment of the 3RD Nanjing Yangtze River Bridge s Tower;南京长江三桥桥塔钢—混结合段剪力键选型试验研究
8.SEGMENTAL MODEL TEST STUDIES OF COMPOSITE CABLE-TOWER ANCHOR ZONE OF CABLE-STAYED BRIDGE斜拉桥钢-混凝土组合索塔锚固结构节段模型试验研究
9.EXPERIMENTAL RESEARCH ON BEARING CAPACITY OF PBL SHEAR CONNECTORS OF STEEL-CONCRETE JOINT IN CABLE-STAYED BRIDGE斜拉桥钢-混凝土结合段PBL剪力键承载力试验研究
10.The Finite Element Analysis of Cable-Steel-Reinforced Concrete Structure;索—钢—钢筋混凝土组合结构有限元分析
11.ADVANCES ON FIRE-RESISTANCE OF STEEL AND STEEL-CONCRETE COMPOSITE STRUCTURES钢与钢-混凝土组合结构抗火研究进展
12.Deduction of the Equivalent Modal Damping Ratio for the Composite Bridge Structure of Steel-reinforced Concrete钢混混合桥梁结构等效阻尼比的推算
13.Bond between concrete and clay合混凝土与钢筋间的结合力
14.Research on Stiffness Matching of the Joint of Composite Cable-stayed Bridge;混合梁斜拉桥结合段刚度匹配的研究
15.Study of the Differential Shortening on Hybrid Structure of Steel Reinforced Concrete Frame and Reinforced Concrete Core-Wall;型钢混凝土框架—钢筋混凝土核心筒混合结构体系竖向变形差研究
16.Seismic Analysis and Design of SRC Beam-RC Column Composition Structure;型钢混凝土梁—钢筋混凝土柱混合结构抗震分析与设计
17.The displacement characteristic and control of steel reinforced concrete frame-reinforced concrete core wall hybrid structure型钢混凝土框架-钢筋混凝土筒体混合结构位移特征及控制
18.Push-over analysis of shaped-steel reinforced concrete-reinforced concrete mixed structure型钢混凝土-钢筋混凝土混合结构的静力弹塑性分析
相关短句/例句
steel-concrete conjunction钢-混结合段
1.The experimental results verify the results from all test points coincide with the calculation values and the finite element analysis can well simulate the actual loading scenario and load carrying condition at thesteel-concrete conjunction model.结合某大跨度斜拉桥梁工程设计实例,设计并制作斜拉桥主梁钢-混结合段试验模型,对试验模型进行静力试验,利用ANSYS建模进行有限元计算,对静力试验结果与有限元分析计算结果进行对比分析。
3)steel and concrete joint section钢-混凝土结合段
1.The main bridge of Edong Changjiang River Bridge is a semi-floating system continuous hybrid girder cable-stayed bridge with a main span 926 m and thesteel and concrete joint section of the Bridge is the critical part in the construction of the box girders for the whole main bridge.鄂东长江大桥主桥为主跨926 m的连续半漂浮体系混合梁斜拉桥,钢-混凝土结合段是整个主桥箱梁施工的关键部位。
2.On the prestressed concrete(PC) wide Box girder and thesteel and concrete joint section of the bridge,the C55 high performance concrete is used.鄂东长江大桥为混合梁斜拉桥,PC宽箱梁及钢-混凝土结合段采用C55高性能混凝土。
4)steel-concrete joint section钢混接合段
1.Experimental study of different structure forms ofsteel-concrete joint section of hybrid self-anchored suspension bridge;混合梁自锚式悬索桥钢混接合段结构形式的对比试验研究
5)hybrid steel structure混合钢结构
putation and analysis onhybrid steel structure of tubular truss-cable net;管桁架—索网混合钢结构的计算分析
6)steel-concrete composite girder钢混结合梁
1.Prestressed concrete continuous box girder andsteel-concrete composite girder are more and more adopted in construction of highway and railway.预应力混凝土连续箱梁与钢混结合梁在公路、铁路工程中的应用越来越普及。
2.An analysis was made of the stability of open section steel girder during construction of 1-50msteel-concrete composite girder by means of combined computation of SAP84 and manual computation.利用SAP84计算程序和根据设计规范手算相结合 ,对 15 0m钢混结合梁施工过程中开口截面钢梁的稳定性进行分析比较 ,介绍建模及计算过程 ;同时根据计算结果 ,揭示结构的薄弱环节 ,并依此检验为防止结构失稳而采取的结构构造措
延伸阅读
聚丙烯/苯乙烯-乙烯-丁烯-苯乙烯嵌段共聚物共混物分子式：CAS号：性质：系由聚丙烯为主，以苯乙烯-乙烯-丁烯-苯乙烯嵌段共聚物(SEBS)作冲击改性剂组成的共混物，具有较高的冲击强度和低温韧性，由于SEES不饱和程度低于SBS，因此耐老化性较好，可用于户外使用的制品，其制法同PP/SBS。
