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1)  main arch
主拱
1.
Analysis on installation of bridge’s main arch using MSC Adams virtual prototype;
基于MSC Adams虚拟样机技术的桥梁主拱安装工艺分析
2.
The span of the main arch is 103m and the span of the minor arch is 21m.
华南农业大学东区运动场看台是由跨度为103m的大型钢桁架主拱、21m钢桁架次拱以及膜结构组成的钢-膜组合结构屋盖。
3.
The striding road bridge is the main arch.
此天桥以板拱结构代替了梁柱结构,以跨过道路的桥为主拱,上桥斜梯为副拱,主拱斜撑在副拱顶部,无梁无柱,除人行梯板之外别无他物。
2)  major arch rib
主拱拱肋
3)  main arch ring
主拱圈
1.
Construction technology with support of the long span main arch ring of the reinforced concrete arch bridge;
大跨钢筋混凝土拱桥主拱圈有支架施工技术
2.
Demolishing scheme of main arch ring in deck-type reinforced concrete trussed arch bridge;
上承式钢筋混凝土桁架拱桥主拱圈拆除方案
3.
For the old road widening and rebuilding discussion is made on the design and the construction technology of stone arch bridge especially in its foundation, main arch ring, roadway pavement, sidewall and fills.
针对旧路加宽改造路段,本着考虑新旧路段结构受力体系一致、变形协调及外观统一的原则,从基础、主拱圈、桥面铺装、侧墙及填料等几个方面论述了石拱桥的加宽设计与施工的要点。
4)  main arch rib
主拱肋
1.
control measure before concrete pumping of main arch rib.
本文结合工程实例,着重介绍了主拱肋混凝土泵送前的施工准备、施工技术、灌注质量检测等控制措施。
2.
The main bridge of the Shengmi Bridge in Nanchang is a concrete-filled steel tube multi-arch bridge with two main spans each 228 m in length, whose main arch ribs are erected for the first time in China by integral lifting method with giant gantry.
南昌生米大桥主桥为两主跨跨径228 m的钢管混凝土连拱,该桥主拱肋的施工在国内首次使用大型门式膺架进行整体吊装,为了保证该桥主拱架设期间的安全,对其进行了风洞试验。
3.
Here we have an analysis on stability of Xinguang bridge by taking the middle arch rib of the bridge as object to be studied through three-dimension finite element program, and elaborate the contribution of cross stay style and space, main arch rib to the stability of arch rib.
重点讨论横撑样式、横撑间距以及主拱肋对拱肋稳定性的贡献。
5)  main arch circle
主拱圈
1.
Some diseases were presented in the main arch circle and the architecture above the arch of Wanche ArchBridge.
万车双曲拱桥主拱圈和拱上建筑出现病害破坏,采取对主拱圈增加拱肋和按梁板体系重新实施拱上建筑的方式进行加固维修,效果较好。
6)  principal stress arching
主应力拱
1.
Based on Coulomb’s earth pressure theory,assuming the trace of the principal stress arching in the back of rigid retaining wall as parabola,the theory formulae are obtained including the lateral coefficients of active and passive earth pressures and the friction coefficients of horizontal differential elements;then improved formulae of active and passive earth pressures are presented.
基于库仑土压力理论,假定刚性挡墙后主应力拱迹线为抛物线,推导了主、被侧土压力系数和水平微分单元间摩擦系数的理论公式,得到改进的主、被动土压力计算公式。
补充资料:主链断裂和主链裂解
分子式:
CAS号:

性质:又称主链断裂和主链裂解。发生在有支链结构高分子的主链上的共价键的断裂反应。可细分为两种类型:一种为主链端基断裂(断裂反应发生在末端链节上);一种为主链无规断裂(高分子主链的断裂没有固定点,主要发生在弱键处)。

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