而预应力钢束位置的偏差究竟对结构产生怎样的影响。
The location of prestressed steel beam deviation exactly what impact on the structure.
这项研究是体外预应力钢束体系疲劳评价研究的一部分。
This serves as part of a research program for evaluation of the fatigue of external prestressing tendon systems.
真空辅助压浆工艺是目前世界上流行的预应力钢束压浆工艺。
With many advantages, the vacuum aided grouting process is a popular grouting process for prestressed stay cables in the present world.
在梁体温度均匀时张拉预应力钢束,可减少结构的预应力损失。
The prestressed steel bar is drawn when there is uniform temperature of the main beam body, so that the prestress loss can be decreased.
本文对此进行研究,为今后的预应力钢束施工误差对结构影响积累资料。
The article studies for the future of prestressed steel beam construction error on the structural effects of the accumulation of information.
其次,研究了预应力混凝土曲线梁桥中预应力钢束对曲线梁桥扭矩的影响。
Secondly, I have researched the influence of prestressed reinforcement on the torsion of curved girder bridges.
论述了参数化设计技术的基本概念,对预应力钢束设计的方法进行了分析研究。
In this paper, the basic concept of parametric design technology is described, and the design method of prestressed tendons is analyzed.
张拉千斤顶、油表在预应力钢束张拉前进行检验和标定,使用中按规定程序进行送检标定。
Tensioning jack, oil gauge shall be checked and calibrated prior to the prestressed steel strands tensioning and executed to check and calibrate in using as per the specified procedure.
讨论预应力钢束附近的局部混凝土缺陷产生的原因及缺陷对结构正常使用性能和耐久性的不利影响。
This paper discusses the causes of defects of local concrete next to the prestressed steel bundle and the adverse effects on the normal application performance and durability of structure.
研究目的:研究顶板横向预应力钢束对箱梁横向计算结果的影响,给箱梁结构设计提供借鉴和帮助。
Research purposes: This paper analyzes the effect of the lateral prestressing tendon in top deck on the lateral calculation result of box beam.
针对工程实践中常用的预应力钢束布置形式,推导了预应力钢筋回缩影响长度的数值解法和预应力等效荷载的一般计算式。
Based on the general case of tendons used in practice, the formulas for calculating the extent owing to the anti-friction effects and the prestressing equivalent loads are derived.
在建模过程中,采用三维实体和杆单元相结合的形式,用三维实体单元模拟钢筋混凝土,用杆单元模拟预应力钢束和斜拉索。
It USES 3-d solid element to reinforced concrete and link element to pre-stressed and cable in the course of building model.
根据弹性变形的可恢复特性,提出一种利用临时预应力钢束放松时产生的弹性恢复变形,来减小由于混凝土弹性压缩引起的预应力损失的方法。
In this paper, a method is given for reducing the prestress loss caused by elastic compression of concrete by using the recoverable property of elastic deformation.
本欧洲标准中所考虑应用的预应力是高强度钢材(钢丝,钢绞线或钢柱)制造的钢筋束。
P The prestress considered in this Eurocode is applied by tendons made of high-strength steel (wires, strands or bars).
最后介绍了预应力混凝土连续曲线箱梁桥的设计,重点讨论了总体设计,钢束预应力的损失的计算,预设支座偏心调整扭矩等设计中的关键问题。
Lastly design of P. C. continuous curved girder bridge is discussed in the paper, in especial prestress reinforcing steel bar's loss and bearing design.
最后介绍了预应力混凝土连续曲线箱梁桥的设计,重点讨论了总体设计,钢束预应力的损失的计算,预设支座偏心调整扭矩等设计中的关键问题。
Lastly design of P. C. continuous curved girder bridge is discussed in the paper, in especial prestress reinforcing steel bar's loss and bearing design.
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