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1)  two-way prestress
双向预应力
1.
It makes a brief introduction to option section of large-span aqueducts of irrigation channel in Ningxia,hydraulic calculation,aqueduct shell two-way prestress design,sidewall precast lifting,aqueduct pier,support and bored pile foundation design,precast and cast-in-situ construction control,etc.
对宁夏引黄灌渠大跨度渡槽的方案比选,水力计算,槽壳双向预应力设计,侧墙预制吊运、槽墩、槽台设计,钻孔灌注桩基础设计,预制与现浇施工控制等问题,作以概略说明,并依据施工流程进行结构分析,供设计单位在作类似结构设计时参考。
2)  biaxial prestressing
双向预置应力
1.
Considering that both welding distortion and hot cracking are relative to the evolution of stress and strain in the welding process, a new technology named biaxial prestressing method is put forward to control the welding distortion and prevent welding hot cracking from the view of mechanics.
基于焊接变形和热裂纹的产生都与焊接过程中的应力应变演变密切相关,本文从力学角度出发,首次提出双向预置应力控制焊接变形和防止热裂纹新工艺,同时解决了焊接变形和热裂纹问题。
3)  two-way prestressed technology
双向预应力技术
1.
In view of particularity of the Beita Lake aqueduct, which crosses Tanglai channels, the two-way prestressed technology is adopted,and after sidewalks in large span structures of aqueduct is prefabricated and hoisted,secondary floor is poured in design and construction plan.
针对宁夏唐徕渠跨北塔湖渡槽工期紧、施工难度大,渡槽流量大、受通航要求限制,以及槽下受地质和水流等边界条件限制的特殊性,首次采用纵向(纵梁)、横向(底肋)后张法双向预应力技术、大跨度预制渡槽侧墙吊运安装二次浇注底板的设计和施工方案,实现了设计与施工技术的成功应用。
4)  bi-prestress
双预应力
1.
Test and theory study on bi-prestressed concrete beam;
双预应力混凝土梁试验与理论研究
2.
Comparing analysis of experimental and theoretical study on bi-prestressed concrete simple beam;
双预应力混凝土简支梁理论分析与试验对比研究
5)  bi prestress
双预应力
1.
The bi prestress concrete beam is prestress concrete beam spontaneous strike adopting tension prestress steel bar and precompressed prestress steel bar at one time to establish prestress on the section of the beam.
双预应力混凝土梁是同时采用张拉预应力钢筋和预压预应力钢筋而在梁截面上建立预应力的预应力混凝土梁。
2.
The objective of the research is to reduce the beam’s depth by bi prestress in order to save money and beautify landscape.
双预应力梁桥的研究就是试图通过双预应力体系降低梁高 ,从而达到节省造价 ,美化景观等目的 。
6)  bidirectional prestress bar
双向均布预应力筋
补充资料:偏置屈服应力
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性质:应力-应变曲线偏离线性达到规定应变百分数的应力。也有称作残余变形屈服应力。该规定的变形量是人们事先商定的(偏置)。这种场合往往是由于该材料的应力、应变曲线不出现明显的屈服点,故作此规定。以统一衡量材料的力学性能,便于互相比较。当然,规定的该值不应超过该材料的拉伸强度值。

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