1) steel-concrete composite segment
钢混结合段
1.
In the steel-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 the steel-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。
2) 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 the steel-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 the steel 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 the steel 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 of steel-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
1.
Computation and analysis on hybrid 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 and steel-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 1-50m steel-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
补充资料：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。
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。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条