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300字范文 > 后张预应力混凝土 post-tensioned prestressed concrete英语短句 例句大全

后张预应力混凝土 post-tensioned prestressed concrete英语短句 例句大全

时间:2020-05-04 15:33:01

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后张预应力混凝土 post-tensioned prestressed concrete英语短句 例句大全

后张预应力混凝土,post-tensioned prestressed concrete

1)post-tensioned prestressed concrete后张预应力混凝土

1.Direct design method for effective prestress force ofpost-tensioned prestressed concrete two-way slab;后张预应力混凝土矩形双向板有效预拉力直接设计法

2.For the sake of reasonable design ofpost-tensioned prestressed concrete beam and avoiding calculating error of simplified model, 3-dimension finite element model of structure was established by using ANSYS program and structural analysis was implemented by appl.为了合理设计大剧院中的后张预应力混凝土梁,避免简化模型的计算误差,应用ANSYS软件对结构建立了三维有限元模型,应用等效荷载法得到结构在预应力作用下的计算结果,再与数学规划相结合来确定预应力配筋设计,有效地控制了结构的受力状态。

英文短句/例句

1.Batch Prestress Loss of Concrete Pipe Pile by Post-Tensioning Method后张预应力混凝土管桩分批张拉预应力损失

2.Equivalent Loads Analysis on Post-tensioned Prestressed Concrete Structure;后张预应力混凝土结构等效荷载分析

3.The Study of Design and Application for the Post-Tensioning Pre-Stressed Reinforced Concrete Hollow Slab;后张预应力混凝土空心板的设计应用研究

4.Analyzing the reason of concrete crack under anchorage device of post-tensioning pre-stressed concrete hollow slab后张预应力混凝土空心板锚下混凝土裂缝原因分析

5.Design Method of Anchorage Zones in Post-Tensioned Prestressed Concrete;后张预应力混凝土锚固区设计方法研究

6.post-tensioned prestressing concrete beam后张法预应力混凝土梁

7.post tension concrete后张法预应力混凝土

8.Keywords: post-tension process,unbounded prestressed; overlong concrete structure.无结预应力,后张工艺,超长混凝土结构。

9.Tensioning Pre-stressed Concrete Constructs Experiences后张法预应力混凝土梁施工中的经验

10.The discussion on the Construction of Post Stressed RC problems in Bridge Project Based on Post tensioned measures预应力混凝土梁板后张法施工的探讨

11.pretensioning prestressed concrete先张法预应力混凝土

12.The post tensioned prestressed construction control points of prestressed concrete box beam预应力混凝土箱梁后张法预应力施工控制要点

13.Tension Effect Test of Bonded Post-tensioned Prestressed Concrete Beam后张有粘结预应力混凝土梁张拉效果检测

14.The 35 m span post stretching prestressed concrete box beam prefabricated construction35m跨后张拉预应力混凝土箱梁预制施工

15.On the construction craft of the precasting girder with post-tensioning method prestress后张法预应力预制梁混凝土施工工艺探讨

16.The application of 30 m post-tensioned prestressed concrete box beam vacuum-assisted grouting technology30m后张法预应力混凝土箱梁真空灌浆技术应用

17.Construction and Application Technology of Post-tensioning Bonded Prestressed Concrete Beam后张法有粘结预应力混凝土梁施工应用技术

18.Design Method of Post-tensioned Bonded Concrete Frame Structures;后张有粘结预应力混凝土框架结构的设计方法

相关短句/例句

Post-Tensioned Concrete Structure后张预应力混凝土结构

1.Calculation Analysis for Prestress Loss due to Structural ConstraintinPost-Tensioned Concrete Structures;后张预应力混凝土结构中预应力约束损失的计算分析

3)post-tensioning prestressed concrete后张法预应力混凝土

1.Some diseases usually appear in the tension construction ofpost-tensioning prestressed concrete beam slabs.后张法预应力混凝土梁板在张拉施工过程中,经常会出现一些施工病害。

2.In the structure ofpost-tensioning prestressed concrete,the anti-rust for prestressed bars is done by means of the traditional drill-compressing grouting,but this method results in less density,which does damage ccured to projects.在后张法预应力混凝土结构中,传统的都是采用孔道压浆防止预应力筋锈蚀,这种方法普遍灌浆不密实,给工程留下隐患。

4)post-tensioned prestressing concrete beam后张法预应力混凝土梁

5)anchorage zone of post-tensioned prestressed concrete后张法预应力混凝土锚固区

6)post-tensioned prestressed concrete structure后张法预应力混凝土结构

1.In thepost-tensioned prestressed concrete structure,loss of prestress arising from the main factors is:deformation of anchorage at stretching end and inner shortening of steel bar,friction of prestressed teel reinfor.后张法预应力混凝土结构中,引起预应力损失的主要因素有:张拉端锚具变形和钢筋内缩、预应力钢筋与孔道壁之间的摩擦、预应力钢筋的应力松弛、混凝土的收缩和徐变等。

延伸阅读

通用机械:预应力混凝土压力容器用预应力混凝土制成的压力容器。20世纪50年代末期﹐法国用预应力混凝土压力容器作气冷反应堆的压力壳。以后许多国家均在气冷反应堆上采用预应力混凝土压力容器﹐设计压力已达6兆帕。由于轻水型反应堆和煤转化用的钢质压力容器的尺寸不断增大﹐越来越难以用钢制造﹐在运输上也有很多困难﹐工程界正在进行以预应力混凝土压力容器代替钢质压力容器的可行性研究。混凝土的抗压性能好﹐但抗拉性能很差。为使混凝土在承受拉应力时不破坏﹐在其内部埋入高强度钢缆或钢筋﹐然后对钢缆或钢筋施加预拉伸应力﹐使混凝土承受较高的预压缩应力。这样﹐当预应力混凝土容器内承受工作压力时﹐作用在混凝土筒壁上的拉应力便被预压缩应力所抵消﹐而混凝土不承受拉应力。在容器内壁有一层薄的钢制衬里﹐以防止介质泄漏。用于高温的容器﹐在衬里层上加有绝热层﹐以防止混凝土温度过高。预应力混凝土压力容器有两个显著优点﹕ 可采用普通的设备在现场施工建造﹐容器的尺寸不受限制。当金属压力容器因直径过大﹑器壁过厚等原因而无法运输或制造时﹐可选用预应力混凝土压力容器。 这种压力容器的破坏模式与钢制压力容器不同﹐它是逐渐破坏的。钢衬里如有泄漏﹐介质沿混凝土的渗透是一个较慢的过程。此外﹐钢缆是互不相连的﹐如果个别钢缆出现裂缝﹐裂缝不会由一根扩展到另一根﹐因而容器具有高度的安全性。

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