本文介绍了澧河刚架拱桥的加固方案及施工方法。
This paper introduces the reinforcing and construction method of LiHe rigid framed arch bridge.
本文所提出的刚架拱桥加固措施可为今后类似的工程提供参考。
The paper can provides a reference for the disease treatment and reinforcement of rigid-frame arch bridge.
论文最后介绍了钢筋混凝土刚架拱桥的设计要点以及要重点设计的部位。
This paper introduces the design important point and the important part of design of the rigid-frame arch bridge of reinforced concrete finally.
介绍了刚架拱桥及桁架拱桥在阜阳市的应用及其型式、造、计和受力特征分析。
The paper introduces the application of rigid frame arch bridge and truss arch bridge in Fuyang city and their types, structures, designs as well as analysis of characteristics of the weight bearing.
通过对某座混凝土刚架拱桥的常见病害进行分析，确定了其加固措施，加固效果理想。
Through the analysis on common defects of a concrete rigid frame arch bridge, the reinforcement measures are confirmed and the reinforcement effect is ideal.
福州市尤溪洲闽江大桥是国内首座在拱肋（圈）上不设立柱和斜撑的空腹式刚架拱桥。
Youxizhou Mingjiang Bridge of Fuzhou is the first open-spandrel rigid-frame arch bridge without vertical columns and oblique supports.
某些在役刚架拱桥因设计理论不成熟、施工经验不足及车辆超载导致结构损伤严重，病害情况尤其显得突出。
The disease of some existing rigid-frame arch bridge are especially severe because of immaturity design theory and deficiency of construction experience.
介绍了刚架拱桥的特点并通过上、下部结构计算，提出了对拱腿水平力影响线图和斜撑水平力影响线图进行合成简化计算。
The paper introduced the characteristics of rigid frame arch bridge, by upper and lower structure calculation, proposed its compound-simple calculation.
针对传统的钢筋混凝土刚架拱桥采用拱索体系加固的要点和措施，提出了计算拱索体系荷载横向分布的弹性支承连续梁法。
At present, the existing method for calculating coefficients of transverse distribution of load is only appropriate for single span Bridges, and cannot calculate multi-girder Bridges.
这里有4类基本结构可以用作水面上的或障碍物上的桥：刚架桥、 悬臂桥、拱桥、和悬索桥体系。
There are four categories of basic structure can be used as water or obstructions on the bridge: rigid frame bridge, cantilever bridge, arch, and suspension system.
刚架系杆拱桥在客运专线上的应用是完全可行的。
The application of rigid frame tied-arch bridge on passenger dedicated railway is feasible.
刚架系杆拱桥在客运专线上的应用是完全可行的。
The application of rigid frame tied-arch bridge on passenger dedicated railway is feasible.
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