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1·The paper discussed proportion between side span and middle span in three spans prestressed continuous box beam bridge.

本文对三跨预应力连续箱梁桥的边跨与中跨比例问题进行了初步的探讨。

2·The construction techniques of normal segment, side span closure segment and midspan closure segment are also proposed.

同时介绍了悬浇箱梁普通梁段、边跨合拢段和中跨合拢段的施工工艺。

3·It is also indicated that the common formula has good precision in midspan of suspension bridge, and large error in side span.

常用的悬索桥调缆公式对中跨有很高的精度，但应用于边跨时误差很大。

4·From the point of internal force and deformation, the influence of girder joint scheme of side span on construction control is discussed.

从受力与变形角度讨论了边跨合龙方案对连续梁桥施工控制的影响。

5·Due to the influence of the weight and anchorage zone of the side span splay casting, unloaded cable shape is the shape with splay casting weight.

因边跨散索套重量及锚固区设置影响，主缆空缆线形即为有散索套重量下的空缆线形。

6·Through observing the experimental bridge, which is designed by combined rigid structure in side span, the expected design effect has been obtained.

通过实桥试验使用，并经长期观测，完全达到预期设计的效果。

7·The upper end of the side arches (5) has the rigid connection with the side span girders and the lower end has the rigid connection with the main piers (9).

所述边拱(5)上端与边跨主梁刚性连接，下端与主桥墩(9)刚性连接。

8·Uncertain factors in construction of continuous girder bridge such as side span joint scheme and different balanced cantilever construction speed are analyzed.

对施工中的不确定因素，诸如边跨合拢方案和不同桥墩悬浇进度不一致等进行了分析比较。

9·The variation of sectional area of girders has influence to the deflection of cable-stayed Bridges at the middle of span and forces of cables anchored at the end of side span.

主梁截面面积变异对斜拉桥跨中挠度和尾索索力具有显著的影响。

10·Takeing the side span of Chongqing Fengjie Yangtze River Bridge as an example, this article introduces the construction technique for cast in-place of the bridge with high supports.

以重庆奉节长江大桥边跨为例，介绍其采用高支架现浇的施工技术。