1) diaphragm
[英]['daɪəfræm] [美]['daɪə'fræm]
横隔梁
1.
Analysis of effect of the diaphragms on the typical structure of Y-shape bridge behavior subject to force;
横隔梁对“人”字形桥梁结构受力行为影响的分析
2.
Prestressed Construction Technology and Stress Analysis of Diaphragm in Jinma Bridge;
金马大桥主梁横隔梁受力分析与预应力施工技术
3.
To comprehend the structural behavior of diaphragm,this paper analyses the structural characteristics of box girders diaphragms combined with calculation examples,the defects of the general calculation method of diaphragms are pointed out and a new calculation model is put forward.
为准确而全面地把握横隔梁的受力特性,结合具体算例,对箱梁横隔梁的受力特性进行了分析,指出了横梁常规计算方法的缺陷,并提出了一种新的计算模型。
2) crossbeam
[英]['krɔ:sbi:m] [美]['krɔs,bim]
横隔梁
1.
Repairing and Reinforcing Scheme of Crossbeam for Bridge Approach of Binzhou Yellow River Bridge;
滨州黄河大桥引桥横隔梁维修加固方案
2.
The breakage types of crossbeam of simply supported T beam mainly embodied with three aspects,not coplanar,height difference and damaged.
T梁横向连接病害主要表现在横隔梁不共面、横隔梁错台、横隔梁破损。
3.
For example,the research document of the bearings and crossbeam layouts of the irregular bridge with lager ratio of wide-span and other .
如宽跨比大的异型桥梁的支座布设及横隔梁设置等方面的问题，相关的研究文献极少。
3) Diaphragm beam
横隔梁
1.
Diaphragm beam is the important part of a bridge,which makes the vertical beam and cross beam work together.
横隔梁是桥梁的重要组成部分,使桥梁的纵梁和横梁共同作用、整体受力。
2.
The paper introduces the simplified calculation method of diaphragm beam section of box beam at piers and abutments.
该文介绍了箱梁墩台截面处横隔梁计算的简化方法,并与较精确的梁格法计算结果进行比较。
3.
The primary of the analysis include the lateral force in the top deck of box girder and the lateral force of the diaphragm beam on the pier.
其分析主要包括:箱梁顶板的横向受力分析以及箱内横隔梁的横向受力分析。
4) cross slab
横隔梁
1.
A calculation model and method of the cross slab in the box girder is obtained by the bridge 3D-analysis of the continuous concrete box girder under dead and live load.
通过对混凝土连续箱梁在恒载和列车活载作用下的空间分析,得到横隔梁内力计算的简化计算模型及计算方法,为类似的箱梁横隔梁的计算提供了简便可行的方法。
2.
The prestressed concrete cross slab in box girder is regarded as a single element when calculation will be made using bridge space computation program to clarify the most unfavorable magnitude of its internal forces such as: shear stress, bending moment, etc.
将箱梁预应力横隔梁视为单一构件 ,通过桥梁空间程序计算出最不利的横隔梁的弯剪等内力值 ,根据弯矩、剪力与分布荷载集度间的关系原理 ,求算出等效荷载 ,将等效荷载应用到平面杆系桥梁程序中 ,对横隔梁进行预应力配索设计 ,并通过设计实例予以详细介绍。
5) T-beam cross diaphragm
T梁横隔梁
1.
This paper expounds the hazard of T-beam cross diaphragm s dislocation,analyzes the causes,and puts forward the controlling principle;It is pointed out that cross diaphragm oblique angle design is one of the key means of controlling the dislocation.
阐述T梁横隔梁错位的危害性,分析错位的成因,并提出错位控制原则;指出横隔梁钢模板斜角设计是错位控制的主要措施之一。
6) middle diaphragm
跨中横隔梁
1.
The mechanical behaviour of the bridge with and without middle diaphragms in the loading-failure process is investigated in great detail.
以虚拟层合单元程序为基础,综合考虑结构的几何非线性和材料非线性,对一典型5跨简支连续小箱梁桥结构的极限承载力进行了分析,重点考察了在有、无跨中横隔梁时,结构从加载到破坏的全过程中受力性能的变化。
补充资料：柏梁隔句韵诗
【诗文】：
不喜长亭柳，枝枝拟送君。
惟怜北窗树，树树解留人。
圆缺都如月，东西只似云。
愁看离席散，归盖动行尘。
【注释】：
【出处】：
全唐诗：卷739-16
不喜长亭柳，枝枝拟送君。
惟怜北窗树，树树解留人。
圆缺都如月，东西只似云。
愁看离席散，归盖动行尘。
【注释】：
【出处】：
全唐诗：卷739-16
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条