盖梁,coping英语短句,例句大全

盖梁,coping
1)coping[英]['k??p??][美]['kop??]盖梁
1.Calculation on parameters for strain-pull controlling of coping prestress in bridge project;桥梁中的盖梁预应力张拉控制参数计算
2.Design and construction of the coping support casting in field with traversable method;横穿法现浇盖梁支架的设计及施工
3.The high pier column scaffold construction coping hanger program;高墩柱脚手架施工盖梁吊架方案

英文短句/例句

1.Application of Supportless Supporting with Steel Hoops in the Bent Caps of Bridges钢抱箍式无支架支撑法在桥梁盖梁中的应用
2.Design Features of Capping Beam for Pier of Straddle-type Monorail Track Beam Bridge跨座式单轨轨道梁桥桥墩盖梁设计特点
3.Application of bridge standing-by structure in top beam's flying falsework桥梁常备式结构在盖梁悬空支架中的应用
4.Application of Pre-stressed Gai Liang Ⅱ Bridge Pier Design整幅预应力盖梁Ⅱ型桥墩设计与应用
5.The partial force analysis of gate pier hollow and shallow capping beam门式桥墩空心薄壁盖梁局部受力分析
6.Construction of Twin Hollow Piers with an Arched Shape Capping Beam by Timber Formwork Lifting Method木模提升法施工双幅空心拱形盖梁墩
7.Finite Element Analysis of Bearing Performance of Viaduct Steel Cap高架桥钢盖梁的承载性能有限元分析
8.The Development Research of the Three-Dimensional-Visualization CAD System for Bored Pile Foundation of Bridge and Capping Beam Drawing;三维可视化桥梁钻孔桩基础及盖梁绘图CAD系统的开发研究
9.The steel wrap hoop design of Taidonghe river bridge coping construction泰东河特大桥引桥盖梁施工中钢包箍的设计
10.Cap Beam Construction Technique of Stress for Dai Jiaying No.1 Super Large Bridge戴家营1号特大桥预应力盖梁施工技术
11.precast beam and hollow-tile floor预制小梁空心砖楼盖
12.Test and Analysis of Compatibility Torsion of Spandrel Beams in the Floor System without Cast-in-Place Slab无板楼盖边梁—楼面梁协调扭转试验研究
13.Simulation of compatibility torsion experiments of a spandrel beam in a long-span prestressed concrete secondary beams floor system大跨度预应力次梁楼盖边梁协调扭转模拟分析
14.Test and Analysis of Compatibility Torsion in the Long-span P.C. Secondary Beams Floor System;大跨度预应力次梁楼盖边梁——楼面梁协调扭转试验及研究
15.Flat Slab Structure Design and Engineering Application Discussion无梁楼盖结构设计与工程应用的探讨
16.Dispose Crossmember Of Roof On OptiStructOptiStruct在顶盖横梁布置优化中的应用
17.On GBF high strength thin-wall pipe girderless floor construction technologyGBF高强薄壁管无梁楼盖施工技术探讨
18.The design and analysis of the reinforced concrete phreatic beam floor钢筋混凝土井字梁楼盖的分析和设计

相关短句/例句

bent cap盖梁
1.The design of bent cap form brace of Chenjiadian viaduct;陈家店高架桥盖梁模板支撑设计
2.Construction scheme of pier body and bent cap of Fengzuijiang grand bridge;凤咀江特大桥墩身和盖梁施工方案
3.Application of the steel anchor ear Beilei pieces in the construction of the bent cap;钢抱箍贝雷片在盖梁施工中的应用
3)capping beam盖梁
1.The substructure of Wadi Namar Bridge,Riyadh is designed as double-shaft high-rise hollow piers plus huge cantilever capping beams.利雅得瓦蒂纳玛大桥设计为双肢空心高墩加挑臂巨型盖梁,施工采用液压爬架翻模,并且以双肢柱联体平台形式同时进行2个支柱的施工,当施工到墩顶最后一节模板时,再将爬升平台转换为盖梁施工膺架平台,进行盖梁施工。
2.Based on the analysis of causes of crack formation in the capping beam of a bridge pier,the safety of the capping beam structure is evaluated and schemes for strengthening of the structure are proposed.通过对一桥墩盖梁裂缝形成原因的分析,对其结构的安全性进行评估并提出加固方案。
4)capping beams盖梁
1.The paper solves the internal forces for controlling sections of bridge capping beams by spatial finite element analysis,including the ordinary single-column capping beams,double-column capping beams and three-column capping beams.本文针对桥梁工程较为常见的独柱式、双柱式、三柱式盖梁 ,建立足够数量的样本库 ,通过空间有限元分析求解其控制截面内力。
5)cover beam盖梁
1.The article calculates and analyzes the influence of the different connecting methods of the large-span door-frame pier cover beam with the upright stanchion on the inner force of upright stanchion, and puts forward the reasonable connecting methods of cover beam with upright stanchion under the different suitable conditions able to be referred for the similar projects.该文对大跨度门架墩盖梁与立柱不同的连接方式对立柱内力的影响进行了计算分析,提出了不同的适用条件下盖梁与立柱合理的连接方式,可供类似工程参考。
2.The article calculates the internal forces of cover beams under two different calculation modes by the analysis of finite elements.该文通过有限元分析计算了两种不同计算模式下的盖梁内力。
6)a lid beam of bridge桥梁盖梁
1.In counting of anti -shear strengthen for a lid beam of bridge, it gives full effective of springs and concrete, fit the bend springs, that would be up to the engineering in practice.在桥梁盖梁抗剪计算中,充分发挥箍筋和混凝土的作用,合理配置弯起筋,是更符合工程实际,更科学可靠的计算方法。