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girder相关的网络例句

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与 girder 相关的网络例句 [注:此内容来源于网络,仅供参考]

Each bridge is a two girder continuous structure extending over three spans with small haunches at the interior piers.

每一座桥是双主梁的连接梁,延伸三跨,在中间桥墩处具有小的加腋承托。

The direct stress distrilouted on the cross-section of flexed "I" girder has been determined with electrometic method in this paper.

本试验主要通过电测法测定:工字梁在弯曲时横截面上的正应力分布,并与理论值比较,以验证弯曲正应力公式,并且对材料合理选用进行分析。

For partially prestressed concrete I or T girder bridge,there is no sufficient stiffness owing to damage like prestress loss and cracks etc. The experiments of original and reinforced girders have been proved that the effect is remarkable to apply steel and concrete composite reinforcement method.

部分预应力混凝土I型或T型梁桥,由于预应力损失、裂缝损伤等造成主梁正常使用状态下刚度不足,采用钢-混凝土组合加固主梁,通过原梁及加固梁的加载试验,表明加固效果十分显著。

The continous prestressed concrete girder bridge is divided into three inters,(30m+50m+30m), with the main span of 50m, and 30m-symmetry one.

本预应力混凝土连续梁桥共分为三跨(30m+50m+30m)主跨50m,边跨对称30m;主梁采用单箱单室预应力混凝土箱梁,跨中梁高为1.5m,支座处梁高为2.8m,截面高度按二次抛物线形式变化;桥面净宽为7+2×1.5m;设计荷载为公路-Ⅰ级。

The article analyses the existing calculation method of pin shaft joint partial strength, study the finite element modeling problem of pin shaft joint in girder structure and specific calculation procedure.

分析销轴联接局部强度现有计算方法,探讨梁杆结构中销轴接头的有限元建模问题及具体的计算过程。

Much the same way that floor joists are supported by the foundation walls and a girder.

这些搁栅由墙支承着,也可能还受内部承重问壁支承,在很大程度上与楼板搁栅受基墙和大梁支承的情况相同。

The operations of drive,steering,suspension,and kickstand of girder transport vehicle...

运梁车的电气控制系统采用基于CAN总线的PLC控制系统,解决了机械传动与控制系统的信息综合和分散控制问题。

The operations of drive, steering, suspension, and kickstand of girder transport vehicle are driven by electro-hydraulic proportional control system.

运梁车的驱动、转向、悬挂和支腿等操作均采用电液比例控制。

In another side, Owning to the complex construction of continuous girder bridges, which is laboursome and time-sonsuming, engineers have been thinking about an approach to combining the advantages of the two so as to speed up the building and reduce the work procedures.

人们一直希望将简支梁的批量预制生产和连续梁的优越性能结合起来,由此就产生了将梁板预制、架设就位后,在墩顶连续段浇筑混凝土并张拉预应力使之连续的&先简支后连续梁&结构。

Owing to the complex construction of continuous girder bridges,which is laboursome and time-consuming,people have been thinking about an approach to combining the advantages of the two so as to speed up the building and reduce the work procedures. Thus the "simply-supported-continuous system" is introduced.

但是由于现浇连续梁的施工复杂繁琐、费工费时,人们一直希望将简支梁的批量预制生产和连续梁的优越性能结合起来,用梁或板批量预制生产的方式来加快连续梁的建设速度,以省去繁琐的支模工序,由此产生了将整跨梁板预制、架设就位后在端部浇筑混凝土并张拉预应力使之连续的&先简支后连续&施工法,而形成的体系则被称为&先简支后连续结构体系&。

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